11 C14-2024-0005 - 2700 Gracy Farms; District 7 Staff Report — original pdf

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ZONING CHANGE REVIEW SHEET CASE: C14-2024-0005 (2700 Gracy Farms) DISTRICT: 7 ADDRESS: 2700 Gracy Farms Lane and 2700 ½ Gracy Farms Lane ZONING FROM: NBG-NR-NP TO: NBG-CMU-Midway(CMU-M)-NP SITE AREA: 3.07 acres PROPERTY OWNER: KREA LLC (Laxmi Mehta, Sr Managing Director/Manager) AGENT: Drenner Group, PC (Amanda Swor) CASE MANAGER: Sherri Sirwaitis (512-974-3057, sherri.sirwaitis@austintexas.gov) STAFF RECOMMEDATION: Staff recommends NBG-CMU-M-NP, North Burnet Gateway- Commercial Mixed Use- Midway Subdistrict-Neighborhood Plan Combining District, zoning. PLANNING COMMISSION ACTION / RECOMMENDATION: June 11, 2024: Approved staff postponement request to June 25, 2024 by consent (10-0, J. Mushtaler-arrived late; G. Cox and N. Barrera-Ramirez-absent); A. Azhar-1st, F. Maxwell-2nd. June 25, 2024: Approved staff’s postponement request to July 23, 2024 by consent (7-0, Commissioner Cox and Commissioner Phillips were off the dais. Chair Hempel, Vice Chair Azhar, and Commissioners Haynes and Mushtaler were absent); R. Johnson-1st, F. Maxwell-2nd. July 23, 2024: Approved staff’s postponement request to August 13, 2024 by consent (12-0, J. Mushtaler-abstain); A. Woods-1st, R. Johnson-2nd. August 13, 2024 CITY COUNCIL ACTION: ORDINANCE NUMBER: C14-2024-0005 ISSUES: 2 There is an associated neighborhood plan amendment case, NPA-2024-0024.01, where the applicant is requesting a FLUM change from Mixed use to High Density Mixed Use land use (please see North Burnet Gateway Neighborhood Plan FLUM – Exhibit D). CASE MANAGER COMMENTS: The site under consideration is a 3.07 acres lot that is currently developed with multifamily use (Studio Domain Apartments). It is within the North Burnet/Gateway Combined Neighborhood Planning Area and is located a block from the northeast corner of Burnet Road and Gracy Farms Lane. The property in question is zoned NBG with a Neighborhood Residential subdistrict designation (NBG-NR). To the north, there is an undeveloped area, transmission lines, a Red Line trail (Braker to Northern Walnut Creek Greenbelt Trail) and a Metro Rail Line that are zoned P-NP. There are other multifamily developments to the south (Radius at the Domain Apartments) and east (Village at Gracy Farms) that are zoned NBG- NR-NP. The lot to the west is developed with a commercial center (Gracy Farms Center) that contains office, retail, personal services and restaurant uses) zoned NBG-NR-NP. The applicant is requesting a rezoning to the NBG with a Commercial Mixed Use-Midway subdistrict designation (CMU-M) to allow for approximately 20,000 square feet of ground- floor retail uses as well as 350 multifamily housing units and 210 hotel rooms (Please see Applicant Request Letter – Exhibit C). The NBG-NR permits a maximum FAR of 2:1 and up to 60 feet in building height with the development bonus (Please see Figure 4-1 NR: NBG Zoning District General Site Development Standards – Exhibit E). The proposed zoning of NBG-CMU-Midway subdistrict will permit a maximum FAR of 10:1 and up to 350 feet in building height with the development bonus (please see Figure 4-1 CMU: NBG Zoning District General Site Development Standards – Exhibit F). The staff’s recommendation is to grant North Burnet/Gateway-Commercial Mixed Use- Midway (CMU-M) District zoning for this property. The proposed CMU-Midway subdistrict will provide for a transition in uses and intensity between MI-PDA zoning at The Domain and the NBG-TOD zoning to the west and the P-NP zoning on the edge of the NBG Planning area to the east. The up zoning from NBG-NR to the NBG-CMU-Midway will increase the FAR and height permitted on this tract located near the intersection of two arterial roadways, Burnet Road, a Level 4/Major Arterial roadway and Gracy Farms Lane, a Level 3-Minor Arterial roadway. This upzoning is consistent with City Council direction to allow for more intensive development in this area informally referred to as Austin’s “2nd Downtown” near the planned new Capital Metro Broadmoor/Domain rail station on Burnet Road adjacent to the Brandywine Uptown ATX development just north of The Domain and blocks away from Q2 Stadium. The CMU-Midway subdistrict will encourage a mixture of uses and more density at this location. CMU-M designation will allow for an increase in height and FAR, with with the development bonus, toward the northern portion of the North Burnet Gateway Neighborhood C14-2024-0005 3 Planning Area adjacent to parkland and existing residential and supporting commercial and civic uses along Gracy Farms Lane, a NBG Pedestrian Priority Collector. The applicant agrees with the staff’s recommendation. BASIS OF RECOMMENDATION: 1. The proposed zoning should be consistent with the purpose statement of the district sought. North Burnet/Gateway district is the designation for an identified area of existing low density, auto-oriented commercial, warehouse, and industrial uses that is the subject of an approved master plan for redevelopment of the area into a higher density urban mixed- use neighborhood that is more pedestrian friendly and takes advantage of the links to commuter rail transit and the area’s key position in the urban core. Commercial Mixed Use (CMU) is a high density mixed-use subdistrict, appropriate for high rise residential, major employers, destination retail and large scale civic uses. Neighborhood Plan district denotes a tract located within the boundaries of an adopted Neighborhood Plan. 2. The proposed zoning should promote consistency and orderly planning. The proposed CMU-Midway subdistrict will provide for a transition in uses and intensity between MI-PDA zoning at The Domain and the NBG-TOD zoning to the west and the P-NP zoning on the edge of the NBG Planning area to the east. The NBG-CMU-Midway designation will increase the maximum FAR and height permitted on this tract located near the intersection of two arterial roadways, Burnet Road, a Level 4/Major Arterial roadway and Gracy Farms Lane, a Level 3-Minor Arterial roadway. This upzoning is consistent with City Council direction to allow for more intensive development in this area informally referred to as Austin’s “2nd Downtown” near the planned new Capital Metro Broadmoor/Domain rail station. C14-2024-0005 4 EXISTING ZONING AND LAND USES: Site North ZONING NBG-NR-NP P-NP South NBG-NR-NP East NBG-NR-NP LAND USES Multifamily (Studio Domain Apartments) Undeveloped, Transmission Lines, Red Line Trail (Braker to Northern Walnut Creek Greenbelt Trail), Metro Rail Line Multifamily (Radius at The Domain) Retail (Gracy Farms Center: Taco Deli, Styles Hair Studios, Phoebe’s Diner, Dream Planet Smoke & Vape, Competition Motorsport, Endeavor Physical Therapy, T Nails & Spa, Gracy Food Mart, Moonie’s Burger House) Multifamily (Village at Gracy Farms) West NBG-NR-NP NEIGHBORHOOD PLANNING AREA: North Burnet/Gateway NP TIA: Not Required WATERSHED: Walnut Creek NEIGHBORHOOD ORGANIZATIONS: Austin Independent School District, Austin Lost and Found Pets, Austin Neighborhoods Council, Friends of Austin Neighborhoods, Gracywoods and North Park Estates Neighborhood Association, Homeless Neighborhood Association, Neighborhood Empowerment Foundation, North Burnet/Gateway Neighborhood Plan Staff Liaison, North Growth Corridor Alliance, SELTexas, Sierra Club, Austin Regional Group SCHOOLS: Austin Independent School District Pillow Elementary School Burnet Middle School Anderson High School C14-2024-0005 5 AREA CASE HISTORIES: NUMBER C14-2021-0173 (11911 Burnet Road) REQUEST NBG-NR-NP to NBG-CMU-NP COMMISSION 12/22/21: Approved staff's recommendation of NBG- CMU-NP zoning by consent (8-0); C. Hempel-1st, P. Howard-2nd. C14-2016-0136 (Broadmoor: 11501 Burnet Road) NBG-CMU-NP to NBG-TOD-NP 3/27/18: Approved staff’s recommendation of NBG-TOD- NP zoning, with conditions, by consent (12-0, P. Seeger- absent); G. Anderson-1st, J. Thompson-2nd. NBG-TOD-NP to NBG-CMU-NP NBG-TOD to NBG-CMU C14-2014-0058 (Esperanza Crossing: 2800 Esperanza Crossing) C14-2011-0050 (Burnet- Kramer Rezoning: 11205 & 11301 Burnet Road) 8/12/14: Approved staff’s recommendation of NBG- CMU-CO-NP zoning, with conditions, on consent (8-0, B. Roark-absent); S. Oliver-1st, N. Zaragoza-2nd. 10/11/11: Approved the staff’s recommendation of NBG- CMU-NP zoning for Tract 2, with the TIA conditions, by consent (9-0); M. Dealey-1st, D. Chimenti-2nd. CITY COUNCIL 1/27/22: The public hearing was conducted and a motion to close the public hearing and approve Ordinance No. 20220127-082 for NBG-NP combining district (commercial mixed use subdistrict) zoning was approved on Council Member Kitchen's motion, Council Member Fuentes' second on an 11-0 vote. 4/12/18: Approved NBG-TOD- NP zoning, with conditions, on 1st reading only (6-0, G. Casar- off dais, D. Garza, E. Troxclair, K. Tovo and S. Adler-absent); L. Pool-1st, P. Renteria-2nd. 6/28/18: Ordinance No. 20180628-088 for north burnet/gateway-transit oriented development-gateway zone- neighborhood plan (NBG-TOD- NP) combining district zoning, with conditions was approved on Council Member Troxclair’s motion, Council Member Garza’s second on an 11-0 vote. 8/28/14 : Approved NBG-CO- NP zoning, with conditions, on consent on all 3 readings (7-0); B. Spelman-1st, L. Morrison- 2nd. 11/10/11: Approved NBG- CMU-NP zoning with conditions on consent on 1st reading only (7-0); Spelman-1st, M. Martinez-2nd. 12/08/11: Approved NBG- CMU-NP zoning, with conditions, on consent on 2nd/3rd readings (6-0); C. Riley-1st, S. Cole-2nd. C14-2024-0005 6 C14-2010-0087 (The Domain Rezoning- Simon) MI-PDA to MI-PDA 8/24/10: Approved staff’s recommendation of MI-PDA zoning (8-1, Chimenti-No), with the following additional conditions: 1) Require the applicant to provide bicycle access for a portion Bicycle Route Segment #905.04 (Please see Public Works Department Memorandum – “Attachment B”) to allow for continuity for bicycle traffic to and through the Domain development. 2) Require a public restrictive covenant that will limit one acre of land on the Endeavor- Domain site to zero percent impervious cover to be signed and recorded before the 3rd reading of this zoning case at City Council. 8/26/10: The public hearing will remain open and the first reading of the case was approved for MI-PDA zoning (7-0); Morrison-1st, Spelman- 2nd, with the following additional conditions: 1) The applicant is to provide bicycle access for a portion of Bicycle Route Segment #905.04 to allow for continuity for bicycle traffic to and through the Domain development. 2) A public restrictive covenant that will limit one acre of land on the Endeavor- Domain site to zero percent impervious cover will be signed and recorded before the third reading of this zoning case. 10/14/10: Approved MI-PDA zoning on2nd/3rd readings (7-0); Spelman-1st, Leffingwell-2nd, with the following amendments: 1) Part 3, C, 1 of the ordinance should read: “A pedestrian/bicycle entrance shall be provided between the existing pedestrian/bicycle trail under Mopac Expressway and the Simon Project internal drive as shown on the attached Exhibit B. A minimum 12-foot wide paved path shall be constructed with an associated curb cut connecting to the internal drive prior to issuance of a certificate of occupancy for a building on Lot 5A, Block A, the Domain Shopping Center Section 3 Subdivision.”; 2) Add a new paragraph to Part 3, Section D to read: “The two trees on the property numbered 5068 and 5081 as shown on Exhibit D may not be removed, unless the City Arborist approved otherwise based on the health of the individual trees.”; 3) The fourth WHERAS C14-2024-0005 7 of the restrictive covenant should read: “WHEREAS, the requirements of the Land Development Code for both the Endeavor Tract and the Simon Tract allow for a combined maximum of eighty percent(80%) net site area impervious cover resulting in a total allowable impervious cover area of 135.36 acres for the Endeavor Tract and 40.54 for the Simon Tract. 10/16/08: Approved NBG-NP or NBG-H-NP (7-0); 1st reading 3/12/09: Approved NBG-NP or NBG-H-NP (6-0); 2nd/3rd readings 10/18/07: Approved 1st reading of Phase 1 of NP (6-0) 11/01/07: Approved Phase 1 of NP zonings (5-0); 2nd/3rd readings 11/01/07: Approved MI-PDA zoning on consent (6-0); all 3 readings 09/28/06: Approved MI-PDA (7-0); 1st reading 10/05/06: Approved MI-PDA changes as a condition of zoning (6-0); 2nd/3rd readings 3/01/07: Approved MI-PDA zoning with the addition of low albedo roofing materials, one star construction for the total site and two star construction for 50% of the office and residential construction (7-0); McCracken-1st, Dunkerley-2nd. Add NP designation to existing zoning 9/09/08: Approved rezoning of certain tracts to NBG-NP or NBG-H-NP, with conditions (8-0) 9/25/07: Approved staff rec. with amendments (8-0) MI-PDA to MI-PDA 10/09/07: Approved staff rec. of MI-PDA by consent (9-0) C14-2008-0182 (North Burnet /Gateway NP Rezoning: Metric Boulevard) C14-2007-0157 (North Burnet /Gateway Neighborhood Plan Rezoning) C14-2007-0171 (The Domain: 10700-11000 Burnet Road, 11100-11900 Burnet Road, 2800 Block of Braker Lane, 3300 W. Braker Lane) C14-06-0154 (The Domain: 11400 Burnet Road) MI-PDA to MI- PDA 8/08/06: Approved staff rec. of MI-PDA by consent (8-0) MI-PDA to MI- PDA C14-06-0121 (The Domain RCA: 10712, 10728, 10800, 11000, 11500, 11600 Burnet Road; 11601 Domain Drive; 2900, 3001, 2/13/07: Approved staff’s rec. for MI-PDA zoning with additional conditions of: • 2 star Green Building rating • natural landscaping of all water quality ponds (existing and future); C14-2024-0005 8 3101 Esperanza Crossing) • be in compliance with • applicant’s parkland TIA conditions; the requested dedication proposal; • height base of 140-ft; plus an additional 12- stories based on electing to provide some of the public benefits as listed in North Burnet/Gateway Neighborhood Plan. • Maximum height of 308 the feet. Vote: (9-0); J.Reddy-1st, G. Stegeman-2nd. 11/23/04: Approved staff recommendation of MI-PDA, with Environmental Board conditions (9-0). 11/9/04: Approved staff’s recommendation of CH zoning with conditions (9-0) 6/11/03: Approved staff’s recommendation of MI-PDA zoning, with inclusion of original PDA conditions (as read into the record) from Ordinance #000608-67 (8-0, R. Pratt-off dais) 6/11/03: Approved staff's recommendation of MI-PDA zoning (8-0, R. Pratt-off dais) 6/11/03: Approved staff's recommendation of CS-CO zoning (8-0, R. Pratt-off dais) 12/16/04: Approved MI-PDA (7-0); all 3 readings 12/2/04: Approved CH zoning (7-0); all 3 readings 7/31/03: Granted MI-PDA on all 3 readings (7-0) 7/31/03: Granted MI-PDA on all 3 readings (7-0) 7/31/03: Granted CS-CO on all 3 readings 6/12/02: Approved CS-1 by consent (8-0) 7/11/02: Approved PC rec. of CS-1 (7-0); all 3 readings 10/24/00: Approved staff rec. of LI-PDA (TR1), LI-PDA-H (TR2) by consent (9-0) 11/30/00: Approved LI-PDA (TR1) and LI-PDA-H (TR2); (7-0); all 3 readings C14-04-0151 (The Domain: 11400 Burnet Road) C14-04-0146 (The Shops at Arbor Walk: 10515 North Mopac Expressway) C14-03-0017 (The Domain- 200.286 acres: 11400 Burnet Road) C14-03-0016 (Multek: 3300 West Braker Lane) C14-03-0015 (The Domain- 0.783 acres: 11400 Burnet Road) C14-02-0062 (11005 Burnet Road) C14H-00-2177 (Braker Pointe/ Rogers Homestead: MI-PDA to MI- PDA P to CH MI-PDA to MI-PDA MI to MI-PDA MI to CS LI to CS-1 LI-PDA to LI-PDA C14-2024-0005 9 10801 N. MOPAC NB Expressway C14-00-2065 (Austin Tech Park: 11400 Burnet Road) MI to MI-PDA 6/8/00: Approved MI-PDA, with changes agreed to with neighborhood association (7-0); all 3 readings The total number of 5/9/00: Approved staff rec. of MI-PDA by consent (8-0); with the following conditions: 1) That minimum lot size be 1 acre provided for any lots that directly abut Braker Lane and Burnet Road (but not both) and which are less than 3 acres in size. 2) additional curb cuts on Braker Lane & Burnet Road providing access to such lots shall not exceed 50 % of the total number of such lots. 3) The foregoing limitation shall not apply to any lot of more than 3 acres, which abut Braker Lane and Burnet Road. 4/20/99: Approved staff alternate rec. of GR-CO, with CO for 2,200 vehicle trip limit, by consent (7-0) MI to GR C14-99-0024 (Woodfin Suite Hotel: 2618 Kramer Lane) 5/20/99: Approved PC rec. of GR-CO w/ conditions (7-0); 1st reading 6/3/99: Approved GR-CO w/ conditions (7-0); 2nd/3rd readings RELATED CASES: C14-2007-0157 (North Burnet/Gateway NP Rezoning) C14-2024-0005 10 OTHER STAFF COMMENTS: Comprehensive Planning The Neighborhood Residential (NR) subdistrict comprises the northeastern portion of North Burnet Gateway. NR is used for primarily attached housing and neighborhood retail to transition to existing residential neighborhoods outside the NBG Zoning District. Local retail and supporting civic uses are also allowed. This area is currently characterized by sprawling shopping/warehouse centers, single family and multi family residences, significant tree canopy along Walnut Creek, and the barriers of Walnut Creek and the freight railroad. Buildings in this area range from one to three stories. The development potential of the requested subdistrict CMU-Midway would offer a dramatic shift from the scale of currently existing or allowed development around 2700 Gracy Farms Lane. The NBG subdistrict that would be a “step up” from NR would be Neighborhood Mixed Use, which permits a maximum FAR with development bonus of 3:1 and maximum building height with development bonus of 120 feet. 2700 Gracy Farms Lane Zoning Land Use Current Neighborhood Residential subdistrict Site size: 3.07 acres Hotel By Right Height & FAR Height: 60 feet (Figure 4-4) FAR: 1:1 (Figure 4-2) Request CMU-Midway subdistrict The project proposes to build 20,000 sq ft of ground-floor retail, 350 multifamily housing units, and 210 hotel rooms. Height: 60 feet (Figure 4-4) FAR: 1:1 (Figure 4-2) Development Bonus Height: 60 feet FAR: 2:1 Height: 350 feet FAR: 10:1 Setbacks & Stepbacks Stepback: 30 ft stepback at the 6th story and above Interior side yard: 0 ft Rear yard: 5 ft Front yard and street side yard: No setbacks. See Section 4.3 60% (Figure 4-6) Maximum Impervious Cover (Figure 4-6) Stepback: None Interior side yard: 0 ft Rear yard: 0 ft Front yard and street side yard: No setbacks. See Section 4.3 Active Edge Adjacent Street Types No Gracy Farms Ln = NBG Pedestrian Priority Collector No Gracy Farms Ln = NBG Pedestrian Priority Collector  C14-2024-0005 11 Future Streets None around the Property None around the Property Environmental The site is not located over the Edwards Aquifer Recharge Zone. The site is located in the Walnut Creek Watershed of the Colorado River Basin, which is classified as an Urban Watershed by Chapter 25-8 of the City's Land Development Code. It is in the Desired Development Zone. Zoning district impervious cover limits apply in the Urban Watershed classification. According to floodplain maps there is no floodplain within or adjacent to the project location. Standard landscaping and tree protection will be required in accordance with LDC 25-2 and 25-8 for all development and/or redevelopment. At this time, site specific information is unavailable regarding vegetation, areas of steep slope, or other environmental features such as bluffs, springs, canyon rimrock, caves, sinkholes, and wetlands. This site is required to provide on-site water quality controls (or payment in lieu of) for all development and/or redevelopment when 8,000 sq. ft. cumulative is exceeded, and on-site control for the two-year storm. At this time, no information has been provided as to whether this property has any preexisting approvals that preempt current water quality or Code requirements. Fire No comments. Parks and Recreation Parkland dedication will be required for the new applicable uses proposed by this development, multifamily with TOD-CMU-Midway zoning, at the time of subdivision or site plan, per City Code § 25-1-601. Whether the requirement shall be met with fees in-lieu or dedicated land will be determined using the criteria in City Code Title 25, Article 14, as amended. The site meets one of the criteria for parkland dedication, namely, connectivity to adjacent parkland. As such, the Parks and Recreation Department (PARD) may consider a connection into Northern Walnut Creek Greenbelt toward satisfying the requirement at time of permitting (whether subdivision or site plan), should such a connection be feasible. C14-2024-0005 12 Should fees in-lieu be required, those fees shall be used toward park investments in the form of land acquisition and/or park amenities within the surrounding area, per the Parkland Dedication Operating Procedures § 14.3.11 and City Code § 25-1-607 (B)(1) & (2). If the applicant wishes to discuss parkland dedication requirements in advance of site plan or subdivision applications, please contact this reviewer: thomas.rowlinson@austintexas.gov. At the applicant’s request, PARD can provide an early determination of whether fees in-lieu of land will be allowed. Site Plan Development of the property will be subject to the development standards established by the North Burnet/Gateway Regulating Plan. Transportation Zoning transportation analysis (ZTA) shall be performed at zoning where anticipated trips are anticipated to exceed 2,000 unadjusted trips to satisfy the LDC requirement for a TIA but does not diminish the authority to require a traffic impact analysis at site plan. LDC 25-6, TCM 10.5.0. Please see ZTA Memorandum – Exhibit H. Assessment of required transportation mitigation, including the potential dedication of right of way and easements and participation in roadway and other multi-modal improvements, will occur at the time of site plan application. Transportation assessment/traffic impact analysis and transportation demand management plan shall be required at the time of site plan if triggered per LDC 25-6 and TCM 10.2.1. The Austin Strategic Mobility Plan (ASMP) calls for 116 feet of right-of-way for Gracy Farms Lane. It is recommended that 58 feet of right-of-way from the existing centerline should be dedicated for Gracy Farms Lane according to the Transportation Plan with the first subdivision or site plan application. [LDC 25-6-51 and 25-6-55]. There is a proposed Urban Trail adjacent to this site, along the northern property boundary. An easement may be required. The adjacent street characteristics table is provided below: Name ASMP Classification ASMP Required ROW Existing ROW Existing Pavement Sidewalks Bicycle Route Capital Metro (within ¼ mile) Gracy Farms Lane Level 3-Minor Arterial 116 feet Approx 80 feet Approx 67 feet Yes Yes Approx 6 feet on both sides of ROW C14-2024-0005 13 Water Utility No comments on zoning change. FYI: The landowner intends to serve the site with existing City of Austin water utilities. Depending on the development plans submitted, water and or wastewater service extension requests may be required. All water and wastewater construction must be inspected by the City of Austin. For more information pertaining to the Service Extension Request process and submittal requirements contact the Austin Water SER team at ser@austintexas.gov. INDEX OF EXHIBITS TO FOLLOW A: Zoning Map B. Aerial Map C. Applicant’s Request Letter D. North Burnet Gateway Neighborhood Plan FLUM E. Figure 4-1 NR: NBG Zoning District General Site Development Standards F. Figure 4-1 CMU: NBG Zoning District General Site Development Standards G. Zoning Traffic Analysis Memorandum 82-214 APARTMENTS C14-95-0103 95-0103 GR-CO MF-3 P86-095 P86-011 RR SF-2 GR RR EXHIBIT A P A R K B E N D D R PUD C814-2008-0136.01 C814-2008-0136.02 C814-2008-0136 R85-65 SP-99-0105C SPC92-350C W A L N U T C R E E K P M A B R C S A P O O M R T E M N M O P A C S V R D N B A T P A R K N M B E N D T R N B D N R V Y S P X C E A P O 85-064 P-NP 82-214 85-244 81-165 GR SP-93-0147C MF-3 SP96-0024C SP-99-2160C N M O P A C E X P Y S V R D S B CS R . C . 3 8 9 - 0 7 B T O D U V A P X C E L R A M P O N M P A R B A P Y S N M O P A C S P M A B R C N A P O O M S T M R Y F A C A R G NBG-NP C14-2008-0182 SP-92-0461C ! NBG-NP C14-2008-0182 D U V A L R D N M O P A C E X P Y N B N M O P A C E X P Y S V R D N B OFFICE BLDG. MI-PDA C14-2010-0015 C14-2007-0171 C14-03-0017 C14-2012-0002 C14-06-0121(RCA) C14-2010-0087(RCA) 88-0075 P-NP ! ! ! ! ! ! ! ! ! ! C14-93-0138 ! ! ! ! ! ! ! ! ! ! ! ! ! ! 93-138 ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 85-149 ! ! ! ! ! ! SP97-0026C SP-03-0432C 86-163R.C. ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 92-0064 NBG-NP ! ! ! ! ! ! C14-90-0033 90-0033 SP92-0364C ! ! ! ! ! T ! ! E C ! ! ! SP-93-0560C ! S ! Y H O R ! B ! 86-163R.C. ! H O B ! ! ! ! ! SP92-0461C ! ! ! ! ! 95-0216C ! G R A C ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! C 27 3 ! P-01-0 S ! ! NBG-NP C14-2021-0173 85-149 G A ! ULT L ! N ! ! 85-149R.C 94-172 C814-2008-0136 PUD C814-2008-0136.02 C14-94-0172 C814-2008-0136.01 SP-96-0039C RR-NP 94-172 P MF-2-CO-NP SP86-090 SP-00-2183C 93-0006 85-149R.C. 86-163R.C. SP-93-0559C SP-93-0559C 85-149R C SP-00-2138C C14-2008-0182 NBG-NP RR-NP SP-93-0508C 93-0025 93-0006 C14-2007-0157 D T R E N R U B JO H N S C H SP89-0226C ASE TRL A Z U L X I N G NBG-TOD-NP C14-2016-0136 ! ! ! ! NBG-TOD-NP OFFICE BLDG. C14-2008-0182 85-149R.C. ! ! ! ! ! ! ! E V E A RIS Y K S ! Y FA ! R M S LN ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! NBG-NP C14-2008-0182 S C H W A B W A Y ± SUBJECT TRACT ! ! ! ! ! ! PENDING CASE ZONING BOUNDARY ZONING ZONING CASE#: C14-2024-0005 This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. 1 " = 400 ' This product has been produced by the Planning Department for the sole purpose of geographic reference. No warranty is made by the City of Austin regarding specific accuracy or completeness. Created: 1/26/2024 EXHIBIT B !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!K34L34K33L33C14-2024-0005C14-2008-0182C14-2008-0182C14-2016-0136C14-2008-0182C14-90-0033C14-94-0172C814-2008-0136C814-2008-0136.02C814-2008-0136.01C814-2008-0136C14-2008-0182C814-2008-0136.01C814-2008-0136.02C14-03-0017C14-2008-0182C14-2012-0002C14-2010-0015C14-2007-0171C14-06-0121(RCA)C14-2021-0173C14-93-0138C14-2010-0087(RCA)C14-95-0103BURNETRDGAULTLNNMOPACEXPYNBNMOPACEXPYSBGRACYFARMSLNDUVALRDNMOPACEXPYSVRDSBNMOPACEXPYSVRDNBPARKBENDDRPARMERTOMOPACSBRAMPAZULXINGHOBBYHORSECTSCHWABWAYSKYRISEAVEJOHNSCHASETRLGRACYFARMSTOMOPACNBRAMPNMOPACSBTODUVALRAMPNMOPACSVRDNBATPARKBENDTRNNMOPACEXPYSVRDNBPRRPUDNBG-NPMF-3GRPUDNBG-NPP-NPNBG-TOD-NPRR-NPNBG-NPNBG-NPNBG-TOD-NPMI-PDANBG-NPMF-3NBG-NPCSGR-CORR-NPMF-2-CO-NPP-NPGRSF-2RR2700 Gracy Farms±This product has been produced by the Planning Department for the sole purpose of geographic reference. No warrantyis made by the City of Austin regarding specific accuracy or completeness.CASE#:LOCATION:SUBJECT AREA:GRID:MANAGER:C14-2024-00052700 & 2700 1/2 Gracy Farms Ln3.07 AcresK34Sherri SirwaitisCreated: 1/31/2024SUBJECT TRACTZONING BOUNDARY!!!!!!PENDING CASECREEK BUFFER0200400600800100FeetEXHIBIT C May 13, 2024 Via Electronic Delivery Ms. Lauren Middleton-Pratt Planning Department City of Austin 6310 Wilhelmina Delco Drive Austin, TX 78752 Dear Ms. Middleton-Pratt: Re: 2700 Gracy Farms Lane – Rezoning and Neighborhood Plan Amendment applications for the approximately 3.07-acre property located at 2700 Gracy Farms Lane and 2700 ½ Gracy Farms Lane in Austin, Travis County, Texas (the “Property”). As representatives of the owner of the Property, we respectfully submit this letter to correct the requested zoning subdistrict stated in the applicant summary letter, rezoning and Neighborhood Plan Amendment applications currently under review, assigned case numbers C14-2024-0005 and NPA-2024- 0024.01, submitted on January 23, 2024 and January 25, 2024, respectively. The Property is currently zoned NBG-NP (North Burnet/Gateway – Neighborhood Plan), with a subdistrict designation of NR (Neighborhood Residential). The requested rezoning change is from the NR subdistrict to the CMU-Midway (Commercial Mixed Use – Midway Zone) subdistrict to allow for the redevelopment of the Property with a transit supportive, mixed-use building. Please let me know if you or your team members require additional information or have any questions. Thank you for your time and attention to this project. Very truly yours, Amanda Swor cc: Joi Harden, Planning Department (via electronic delivery) Sherri Sirwaitis, Planning Department (via electronic delivery) Maureen Meredith, Planning Department (via electronic delivery) 2705 Bee Cave Road, Suite 100 | Austin, Texas 78746 | 512-807-2900 | www.drennergroup.com EXHIBIT D (cid:6) (cid:6) (cid:13) (cid:13) (cid:15) (cid:15) (cid:3) (cid:3) (cid:7) (cid:7) (cid:5) (cid:5) (cid:2) (cid:2) (cid:3)(cid:2) (cid:3)(cid:2) (cid:11) (cid:11) (cid:4) (cid:4) (cid:16) (cid:16) (cid:8)(cid:5)(cid:2)(cid:11)(cid:7) (cid:8)(cid:5)(cid:2)(cid:11)(cid:7) (cid:3) (cid:3) (cid:13) (cid:13) (cid:3) (cid:3) (cid:0) (cid:0) (cid:9)(cid:17) (cid:9)(cid:17) (cid:2) (cid:2) (cid:17) (cid:17) (cid:3) (cid:3) (cid:12) (cid:12) (cid:14) (cid:14) (cid:3) (cid:3) (cid:14) (cid:14) (cid:3) (cid:3) (cid:10) (cid:10) (cid:11)(cid:14) (cid:11)(cid:14) (cid:2) (cid:2) (cid:9)(cid:0) (cid:9)(cid:0) (cid:5) (cid:5) (cid:3)(cid:23) (cid:3)(cid:23) (cid:13) (cid:13) (cid:17) 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(cid:13) (cid:13) (cid:10)(cid:9)(cid:7)(cid:3) (cid:10)(cid:9)(cid:7)(cid:3) (cid:12) (cid:12) (cid:16) (cid:16) (cid:12) (cid:12) (cid:2) (cid:2) (cid:7) (cid:7) (cid:5) (cid:5) (cid:23) (cid:23) !(cid:28)" # (cid:30)(cid:26) $ % (cid:31) (cid:31) & !(cid:28)" # (cid:30)(cid:26) $ % (cid:31) (cid:31) & (cid:10)(cid:10)(cid:12) (cid:10)(cid:10)(cid:12) (cid:0) (cid:0) (cid:9) (cid:9) (cid:7) (cid:7) (cid:7) (cid:7) (cid:5) (cid:5) (cid:2) (cid:2) (cid:13) (cid:13) (cid:13)(cid:5)(cid:8)(cid:12) (cid:13)(cid:5)(cid:8)(cid:12) (cid:15) (cid:15) (cid:11)(cid:7)(cid:12) (cid:11)(cid:7)(cid:12) (cid:10)(cid:17) (cid:10)(cid:17) (cid:12) (cid:12) (cid:15) (cid:15) (cid:10) (cid:10) (cid:5) (cid:5) (cid:19)(cid:9) (cid:19)(cid:9) (cid:7)(cid:3)(cid:10) (cid:7)(cid:3)(cid:10) (cid:16)(cid:2)(cid:3)(cid:9)(cid:2)(cid:9)(cid:5) (cid:16)(cid:2)(cid:3)(cid:9)(cid:2)(cid:9)(cid:5) (cid:4)(cid:13)(cid:12)(cid:10)(cid:10) (cid:4)(cid:13)(cid:12)(cid:10)(cid:10) (cid:15) (cid:9)(cid:13)(cid:6) (cid:15) (cid:9)(cid:13)(cid:6) (cid:2) (cid:2) (cid:7) (cid:7) (cid:9)(cid:14) (cid:9)(cid:14) (cid:5) (cid:5) (cid:23) (cid:23) (cid:16) (cid:2) (cid:16) (cid:2) (cid:18)(cid:5) (cid:18)(cid:5) (cid:17)(cid:12) (cid:17)(cid:12) (cid:16)(cid:2)(cid:3)(cid:9)(cid:2)(cid:9)(cid:5) (cid:16)(cid:2)(cid:3)(cid:9)(cid:2)(cid:9)(cid:5) (cid:3) (cid:3) (cid:9)(cid:6)(cid:3)(cid:13) (cid:9)(cid:6)(cid:3)(cid:13) (cid:2) (cid:21) (cid:2) (cid:21) (cid:6) (cid:2) (cid:6) (cid:2) (cid:23) (cid:23) (cid:2) (cid:2) (cid:3) (cid:3) (cid:16)(cid:7) (cid:16)(cid:7) (cid:14) (cid:14) (cid:8) (cid:8) (cid:3) (cid:3) (cid:2) (cid:2) (cid:12) (cid:12) (cid:10) (cid:10) (cid:3) (cid:3) (cid:9) (cid:9) (cid:11) (cid:11) (cid:3)(cid:16)(cid:16)(cid:10)(cid:5) (cid:3)(cid:16)(cid:16)(cid:10)(cid:5) (cid:0)(cid:3)(cid:10) (cid:0)(cid:3)(cid:10) (cid:12)(cid:23) (cid:12)(cid:23) (cid:0) (cid:0) (cid:15) (cid:15) (cid:12) (cid:12) (cid:12) (cid:12) (cid:17) (cid:17) (cid:5)(cid:9)(cid:13) (cid:5)(cid:9)(cid:13) (cid:7) (cid:7) (cid:5) (cid:5) (cid:15) (cid:15) (cid:5)(cid:10) (cid:5)(cid:10) (cid:10) (cid:10) (cid:10)(cid:3)(cid:13)(cid:11)(cid:8)(cid:9)(cid:2) (cid:10)(cid:3)(cid:13)(cid:11)(cid:8)(cid:9)(cid:2) (cid:7)(cid:12)(cid:16)(cid:16)(cid:5)(cid:2) (cid:7)(cid:12)(cid:16)(cid:16)(cid:5)(cid:2) (cid:12) (cid:12) (cid:0) (cid:0) (cid:21)(cid:11) (cid:21)(cid:11) (cid:19)(cid:19)(cid:9) (cid:19)(cid:19)(cid:9) (cid:25) (cid:25) (cid:19) (cid:19) (cid:8) (cid:8) (cid:5) (cid:5) (cid:11) (cid:11) (cid:23)(cid:5)(cid:7)(cid:2)(cid:9) (cid:23)(cid:5)(cid:7)(cid:2)(cid:9) (cid:14) (cid:14) (cid:12) (cid:2) (cid:13) (cid:12) (cid:2) (cid:13) (cid:8) (cid:8) (cid:5)(cid:7) (cid:5)(cid:7) (cid:11) (cid:11) (cid:12) (cid:12) (cid:9)(cid:13) (cid:14) (cid:9)(cid:13) (cid:14) (cid:2) (cid:2) (cid:12) (cid:12) (cid:12) (cid:12) (cid:6) (cid:6) (cid:13) (cid:13) (cid:2) (cid:2) (cid:5) (cid:5) (cid:9) (cid:9) (cid:19) (cid:19) (cid:17) (cid:17) (cid:11) (cid:11) (cid:5) (cid:5) (cid:21) (cid:21) (cid:5) (cid:5) (cid:2) (cid:2) (cid:9) (cid:9) (cid:19) (cid:19) (cid:12) (cid:12) (cid:13) (cid:13) (cid:5) (cid:5) (cid:8) (cid:8) (cid:5) (cid:5) (cid:7) (cid:7) (cid:7) (cid:7) (cid:9) (cid:9) (cid:0) (cid:0) (cid:10)(cid:10)(cid:12)(cid:15) (cid:10)(cid:10)(cid:12)(cid:15) (cid:12) (cid:12) (cid:0) (cid:0) (cid:8) (cid:8) (cid:10)(cid:12) (cid:10)(cid:12) (cid:11) (cid:11) (cid:11) (cid:11) (cid:9)(cid:10) (cid:9)(cid:10) (cid:3) (cid:3) (cid:13) (cid:13) (cid:21) (cid:21) (cid:12)(cid:2) (cid:12)(cid:2) (cid:5) (cid:5) (cid:6)(cid:12)(cid:10) (cid:6)(cid:12)(cid:10) (cid:17) (cid:17) (cid:24) (cid:24) (cid:23) (cid:23) (cid:5)(cid:3)(cid:17)(cid:12)(cid:15) (cid:5)(cid:3)(cid:17)(cid:12)(cid:15) (cid:11) (cid:11) (cid:16) (cid:16) (cid:14)(cid:12)(cid:12) (cid:14)(cid:12)(cid:12) (cid:5)(cid:2) (cid:5)(cid:2) (cid:8) (cid:8) (cid:3)(cid:13) (cid:3)(cid:13) (cid:17) (cid:17) (cid:9)(cid:10)(cid:10) (cid:9)(cid:10)(cid:10) (cid:21)(cid:13)(cid:17) (cid:21)(cid:13)(cid:17) (cid:0)(cid:5)(cid:2)(cid:7)(cid:8)(cid:12) (cid:0)(cid:5)(cid:2)(cid:7)(cid:8)(cid:12) (cid:10)(cid:3)(cid:2)(cid:4) (cid:10)(cid:3)(cid:2)(cid:4) (cid:16)(cid:3)(cid:2)(cid:4)(cid:19)(cid:9)(cid:5)(cid:10)(cid:17) (cid:16)(cid:3)(cid:2)(cid:4)(cid:19)(cid:9)(cid:5)(cid:10)(cid:17) (cid:13)(cid:5)(cid:3)(cid:13)(cid:11) (cid:13)(cid:5)(cid:3)(cid:13)(cid:11) (cid:3)(cid:9)(cid:10) (cid:3)(cid:9)(cid:10) (cid:21) (cid:21) (cid:14) (cid:14) (cid:10) (cid:10) (cid:9)(cid:19)(cid:19) (cid:9)(cid:19)(cid:19) (cid:3)(cid:11)(cid:16)(cid:5) (cid:3)(cid:11)(cid:16)(cid:5) (cid:13) (cid:13) (cid:2) (cid:2) (cid:5) (cid:5) (cid:5) (cid:5) (cid:4) (cid:4) (cid:24) (cid:24) (cid:14) (cid:14) (cid:5) (cid:5) (cid:6) (cid:6) (cid:18)(cid:9)(cid:10) (cid:18)(cid:9)(cid:10) (cid:3) (cid:3) (cid:10) (cid:10) (cid:17) (cid:17) (cid:5) (cid:5) (cid:13) (cid:13) (cid:7) (cid:7) (cid:12) (cid:12) (cid:13) (cid:13) (cid:4)(cid:3)(cid:10)(cid:10)(cid:3) (cid:4)(cid:3)(cid:10)(cid:10)(cid:3) (cid:5) (cid:5) (cid:13) (cid:13) (cid:5) (cid:5) (cid:2) (cid:2) (cid:6) (cid:6) (cid:22) (cid:22) (cid:0) (cid:0) (cid:12) (cid:12) (cid:22) (cid:22) (cid:5) (cid:5) (cid:2) (cid:2) (cid:21) (cid:21) (cid:7) (cid:7) (cid:10) (cid:10) (cid:3)(cid:13) (cid:3)(cid:13) (cid:17) (cid:17) (cid:5) (cid:5) (cid:23) (cid:23) (cid:22) (cid:22) (cid:12) (cid:12) (cid:4) (cid:4) (cid:5)(cid:5) (cid:5)(cid:5) (cid:13) (cid:13) (cid:14)(cid:12)(cid:10) (cid:14)(cid:12)(cid:10) (cid:14)(cid:2) (cid:14)(cid:2) (cid:3) (cid:3) (cid:7)(cid:13) (cid:7)(cid:13) (cid:23) (cid:23) (cid:16)(cid:21) (cid:16)(cid:21) (cid:2) (cid:2) (cid:14) (cid:14) (cid:23) (cid:23) (cid:12) (cid:12) (cid:2) (cid:2) (cid:23) (cid:23) (cid:12) (cid:12) (cid:2) (cid:2) (cid:15) (cid:15) (cid:12) (cid:12) (cid:10)(cid:9)(cid:7)(cid:7)(cid:10)(cid:5) (cid:10)(cid:9)(cid:7)(cid:7)(cid:10)(cid:5) (cid:16)(cid:5)(cid:0)(cid:0)(cid:10)(cid:5) (cid:16)(cid:5)(cid:0)(cid:0)(cid:10)(cid:5) (cid:5)(cid:3)(cid:17) (cid:5)(cid:3)(cid:17) (cid:10)(cid:17)(cid:5)(cid:13) (cid:10)(cid:17)(cid:5)(cid:13) (cid:23) (cid:23) (cid:23)(cid:3) (cid:23)(cid:3) (cid:3) (cid:3) (cid:6)(cid:12) (cid:6)(cid:12) (cid:24) (cid:24) (cid:2)(cid:9) (cid:2)(cid:9) (cid:2) (cid:2) (cid:16) (cid:16) (cid:9)(cid:17) (cid:9)(cid:17) (cid:14) (cid:14) (cid:2) (cid:2) (cid:14) (cid:14) (cid:5) (cid:5) (cid:4) (cid:4) (cid:21) (cid:21) (cid:13) (cid:13) (cid:3) (cid:3) (cid:12) (cid:12) (cid:9)(cid:10) (cid:9)(cid:10) (cid:10) (cid:10) (cid:10) (cid:10) (cid:6) (cid:6) (cid:5) (cid:5) (cid:16) (cid:16) (cid:5) (cid:5) (cid:10) (cid:10) (cid:4) (cid:4) (cid:5) (cid:5) (cid:2)(cid:3)(cid:22) (cid:2)(cid:3)(cid:22) (cid:0)(cid:5)(cid:14)(cid:4) (cid:0)(cid:5)(cid:14)(cid:4) (cid:6) (cid:6) (cid:23) (cid:23) (cid:13) (cid:13) (cid:11) (cid:11) (cid:5) (cid:5) (cid:3) (cid:3) (cid:23) (cid:23) (cid:2) (cid:2) (cid:5) (cid:5) (cid:3) (cid:3) (cid:17) (cid:17) (cid:12) (cid:12) (cid:15) (cid:15) (cid:8) (cid:8) (cid:12) (cid:12) (cid:2)(cid:9)(cid:14) (cid:2)(cid:9)(cid:14) (cid:10) (cid:10) (cid:10) (cid:10) (cid:12) (cid:12) (cid:15) (cid:15) (cid:7) (cid:7) (cid:28) (cid:28) (cid:29) (cid:29) (cid:30) (cid:30) (cid:30) (cid:30) (cid:28) (cid:28) (cid:3)(cid:7)(cid:5) (cid:3)(cid:7)(cid:5) (cid:2)(cid:7)(cid:8)(cid:6) (cid:2)(cid:7)(cid:8)(cid:6) (cid:13)(cid:12) (cid:13)(cid:12) (cid:8) (cid:8) (cid:7) (cid:7) (cid:12) (cid:12) (cid:31)(cid:26) (cid:31)(cid:26) (cid:21) (cid:21) (cid:3) (cid:9)(cid:10)(cid:18)(cid:3)(cid:10)(cid:10)(cid:5)(cid:22) (cid:3) (cid:9)(cid:10)(cid:18)(cid:3)(cid:10)(cid:10)(cid:5)(cid:22) (cid:24) (cid:24) (cid:2) (cid:2) (cid:14)(cid:8)(cid:21)(cid:4)(cid:3)(cid:2) (cid:14)(cid:8)(cid:21)(cid:4)(cid:3)(cid:2) (cid:13) (cid:13) (cid:21) (cid:21) (cid:2) (cid:2) (cid:13) (cid:13) (cid:2) (cid:2) (cid:11)(cid:9)(cid:13)(cid:6)(cid:9)(cid:13)(cid:6) (cid:11)(cid:9)(cid:13)(cid:6)(cid:9)(cid:13)(cid:6) (cid:24)(cid:21)(cid:3)(cid:9)(cid:10) (cid:24)(cid:21)(cid:3)(cid:9)(cid:10) (cid:9)(cid:17) (cid:9)(cid:17) (cid:6) (cid:6) ! ! (cid:15) (cid:15) (cid:5)(cid:3)(cid:17)(cid:12) (cid:5)(cid:3)(cid:17)(cid:12) (cid:5) (cid:5) (cid:23) (cid:23) (cid:28) (cid:28) " " # # (cid:30)(cid:26) (cid:30)(cid:26) (cid:15) (cid:15) (cid:21)(cid:3)(cid:9)(cid:10) (cid:21)(cid:3)(cid:9)(cid:10) (cid:5)(cid:3)(cid:17)(cid:12) (cid:5)(cid:3)(cid:17)(cid:12) (cid:24) (cid:24) (cid:23) (cid:23) (cid:11) (cid:11) (cid:8)(cid:21)(cid:13)(cid:7)(cid:5)(cid:2) (cid:8)(cid:21)(cid:13)(cid:7)(cid:5)(cid:2) $ $ (cid:2) (cid:2) (cid:21) (cid:21) % % (cid:31) (cid:31) (cid:7) (cid:7) (cid:10) (cid:10) (cid:3)(cid:13) (cid:3)(cid:13) (cid:17) (cid:17) (cid:31) (cid:31) & & (cid:3)(cid:26)P*5<+0-0/;7O0(cid:26)<:2/(cid:26);-2::(cid:26)/*, P*/;,7,.,0(cid:26)R*/7/9(cid:26)+09.:2,7*/;(cid:26)*+ 0;,26:7;-(cid:26)R*/7/9(cid:26)87;,+7P,(cid:26)6*./82+70;S ?@A@BC(cid:26)DEFG(cid:26)HIC(cid:26)JEACKLBMCI (cid:23)7N08(cid:26)(cid:21);0 (cid:8)79-(cid:26)(cid:17)0/;7,4(cid:26)(cid:23)7N08(cid:26)(cid:21);0 (cid:9)/8.;,+4 (cid:14)7O7P (cid:2)0P+02,7*/(cid:26)Q(cid:26)(cid:12)<0/(cid:26)(cid:11)<2P0 (cid:11) (cid:11) (cid:7) (cid:7) (cid:12) (cid:12) (cid:6)(cid:2) (cid:6)(cid:2) (cid:5) (cid:5) (cid:3) (cid:3) (cid:7) (cid:8) (cid:9)(cid:10)(cid:10)(cid:11) (cid:7) (cid:8) (cid:9)(cid:10)(cid:10)(cid:11) (cid:13) (cid:13) (cid:5) (cid:5) (cid:5) (cid:5) (cid:10) (cid:10) (cid:3)(cid:4) (cid:3)(cid:4) (cid:0) (cid:0) (cid:2) (cid:2) (cid:3) (cid:3) (cid:4) (cid:4) (cid:5) (cid:5) (cid:2) (cid:2) (cid:14)(cid:3)(cid:16)(cid:9)(cid:7)(cid:3)(cid:10)(cid:26)(cid:12)(cid:19) (cid:14)(cid:3)(cid:16)(cid:9)(cid:7)(cid:3)(cid:10)(cid:26)(cid:12)(cid:19) (cid:7)(cid:5)(cid:20)(cid:3)(cid:11) (cid:7)(cid:5)(cid:20)(cid:3)(cid:11) (cid:2) (cid:2) (cid:5) (cid:5) (cid:11) (cid:11) (cid:5) (cid:5) (cid:3) (cid:3) (cid:2) (cid:2) (cid:15) (cid:15) ’ ’ ( ( (cid:14) (cid:14) (cid:8)(cid:26) (cid:8)(cid:26) (cid:25) (cid:25) (cid:12) (cid:12) (cid:2) (cid:2) (cid:12) (cid:12) (cid:10) (cid:10) (cid:10) (cid:10) (cid:22) (cid:22) (cid:0) (cid:0) (cid:10) (cid:10) (cid:18) (cid:18) ) ) (cid:0) (cid:0) (cid:21) (cid:21) (cid:18) (cid:18) (cid:9) (cid:9) (cid:10) (cid:10) (cid:10) (cid:10) (cid:5) (cid:5) ! ! 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(cid:23)2<(cid:26)(cid:14)+02,08(cid:26)(cid:25).:4(cid:26)UUV(cid:26)WXXY Figure l - 2 : North Burnet/ Gateway (NBG) Zoning District Map Subdistrict Exhibit "A" Revised 08-04-22 Development (TOD/ TOD Midway) LEGEND Zone Oriented NBG Subdistricts ■Transit- ■ TOD -Gateway Commercial : 11: CMU -Midway Zone ■Neighborhood Zone CMU -Gateway Mixed -Use {(MU) Mixed Use {NMU) (NR) Neighborhood Residential Warehouse Mixed Use {WMU) � Commercial (Cl) Industrial Edges - Active - - NBG Planning Area Boundary Parcel Boundary =Rail I \ 0 NORTH I MILE 10 ACRES FIGURE 4 - 1 NR : NBG ZONING DISTRICT GENERAL SITE DEVELOPMENT STANDARDS NEIGHBORHOOD RESIDENTIAL (NR) SUBDISTRICT LOT SIZE FLOOR TO AREA RATIO EXHIBIT E Maximum Floor-to-Area Ratio (FAR) by Right: Established on Figure 4-2 (Based on the maximum FAR allowed by the prop- erty’s zoning prior to adoption of this Document) Maximum Floor-to-Area Ratio (FAR) with Development Bonus: 2:1 is FAR may be granted in exchange e development bonus criteria and stan- dards are detailed in Article 6. BUILDING HEIGHT* Minimum Building Height: Not applicable Maximum Building Height by Right: Established on Figure 4-4 (Based on the maximum height allowed by the prop- erty’s zoning prior to adoption of this Document.) is building height may be granted in exchange for the provision of public e development bonus criteria and standards are detailed in Article 6. * Properties may be required to comply with the building height restrictions in Subsection 4.2.10 Compatibility Stan- dards, if triggered by a property outside of the NBG Planning Area. Minimum Lot Size 1,600 SF Minimum Lot Width 20 Feet MINIMUM SETBACKS Front Yard and Street Side Yard*: No ground-level front yard or street side yard setbacks are required. Instead, development must meet the building placement standards in Section 4.3. Front and Street Side Upper-Story Building Facade Stepbacks: e building facade at the 6th story and above must be stepped back 30 feet from the ground-level building facade line. Interior Side Yard: Rear Yard: 0 Feet 5 Feet * If the street right-of-way is less than 60 feet in width, the minimum front yard setback for buildings three or more stories in height shall be 30 feet from MAXIMUM IMPERVIOUS COVER If located in an urban watershed (Shoal or Little Walnut Creek) : Established on Figure 4-6 (Based on the maximum impervious cover allowed by the property’s zoning prior to adoption of the this Document.) If located in a suburban watershed (Walnut Creek)*: 60% is requirement supersedes imper- * vious cover requirements of Section 25-8-394(C) of the LDC. 60’ Story Max. Height with Development Bonus access. re Maximum Building Height with Development Bonus: 60 Feet Typical examples of buildings in the Neighborhood Residential Subdistrict. FIGURE 4-1 CMU : NBG ZONING DISTRICT GENERAL SITE DEVELOPMENT STANDARDS COMMERCIAL MIXED USE (CMU) SUBDISTRICT EXHIBIT F Exhibit "B" Revised 08-04-22 -4*.i» BUILDING HEIGHT.,;?? Minimum Building Height: Not applicable Maximum Building Height by Right: Established on Figure 4-4 (Based on the maximum height allowed by the prop- erty's zoning prior to adoption of this Document.) Maximum Building Height with Development Bonus*: CMU Zone CMU Midway Zone CMU Gateway Zone 180 Feet 350 Feet 420 Feet lhis building height may be granted in exchange for the provision of public ben- efits. The development bonus criteria and 4 standards are detailed in Article 6. /1? RException: If adjaccnt t..... u...... th: street from ER Subdistrict the maximum % > 1:Jight 13 120 fuel ?,?,? FLOOR TO AREA RATIO Maximum Floor-to-Area Ratio (FAR) by Right: Established on Figure 4-2 (Based on the maximum FAR allowed by the prop- erty's zoning prior to adoption of this I)ocunient) Maximum Floor-to-Area Ratio (FAR) with Development Bonus: CMU Zone CMU Midway Zone CMU Gateway Zone 3:1 10:1 12:1 This FAR may be granted in exchange for the provision ofpublic benefits. The development bonus criteria and standards are detailed in Article 6. "r Irt *i t the center line of the street to ensure fire 0./2.-1 access. 1 Typical examples of buildings in the Commercial Mixed Use Subdistrict. . ... LOT SIZE Minimum Lot Size 2,500 SF Minimum Lot Width 20 Feet MINIMUM SETBACKS Front Yard and Street Side Yard*: No ground-level front yard or street side yard setbacks are required. development must meet the building placement standards in Section 4.3. Instead, 1 lullt aild Slit,.1 S:.1& Uppw-Stok y -₩aAM//?alpedpad...3.h?....?..?..A?5.?- The building facadc at the Eth story and above must bc stepped back 30 fuct from the ground level building facadc line. Interior Side Yard: 0 Feet Rear Yard: 0 Feet If the street right-of-way is less than 60 feet in width, the minimum front yard setback for buildings three or more stories in height shall be 30 feet from * MAXIMUM IMPERVIOUS COVER 11*6 If located in an urban watershed (Shoal or Little Walnut Creek): Established on Figure 4-6 (Based on the maximum impervious cover allowed by the property's zoning prior to adoption of the this I)ocument.) If located in a suburban watershed (Walnut Creek)*· * This requirement supersedes imper- vious cover requirements of Section 25-8-394(C) of the LDC. 80% PLATTING REQUIREMENTS If located in the CMU Gateway Zone: Section 24-4-171(Access to Lots) of the City Code is modified to permit a lot to abut a dedicated public street or a Major Internal Drive. 420'Max. Height with Development Bonus (CMU - Gateway) 350' Max. Height with Development Bonus (CMU - Midwal 30 180' Max. Heigh. with Development Bonus 5 Stories EXHIBIT G Zoning Transportation Analysis Gracy Farms ZTA Austin, Texas Prepared for: KREA, LLC PO Box 535 Bellaire, TX 77402 Contact Name: Devin Ath devinath98@gmail.com Prepared by: Kimley-Horn 10814 Jollyville Road, Building 4, Suite 200 Austin, Texas 78759 (737) 471-0320 Contact: Kelly Rees, P.E. KH Project No. 065006700 Submittal: April 16, 2024 4.16.2024 Gracy Farms ZTA APRIL 12, 2024 Prepared By: EXECUTIVE SUMMARY The proposed Gracy Farms development is a site located north of Gracy Farms Ln and east of N Mopac Expy/Burnet Rd in the City of Austin, Texas. The site is proposing a new mid-rise multifamily development consisting of 350 dwelling units, 210 hotel rooms, and 20,000 square feet of strip retail plaza. The project is anticipated to be completed in a single phase by 2027. Per the TIA determination form, shown in Appendix A, the applicant is required to submit a ZTA. The primary purpose of the ZTA is to analyze the proposed driveway. A projected volumes analysis was performed for Gracy Farms Ln. The site will have access to the surrounding roadway network via one full-access driveway on Gracy Farms Ln. It should be noted that the proposed driveway will be situated at the same location as the existing driveway that is currently in use for accessing the existing development. Site traffic is distributed into and out of the site driveway and onto the street system based on the area street system characteristics, existing traffic patterns, and the location of driveway access to/from the site. For the proposed land uses, projected site traffic is calculated using the Institute of Transportation Engineers (ITE) Trip Generation Manual 11th Edition. The site is currently occupied by a 136-room motel. The proposed development is anticipated to generate approximately 215 new trips during the AM peak- hour and 310 new trips during PM peak-hour. Gracy Farms ZTA April 12, 2024 Contents EXECUTIVE SUMMARY ............................................................................................................ 3 INTRODUCTION AND BACKGROUND ...................................................................................... 6 Purpose ...................................................................................................................................... 6 General Study Information........................................................................................................... 6 2024 EXISTING AND 2027 NO BUILD VOLUMES ..................................................................... 8 TRIP GENERATION AND DISTRIBUTION ................................................................................. 9 Trip Generation ........................................................................................................................... 9 Trip Distribution and Assignment ............................................................................................... 10 2027 BUILD-OUT VOLUMES ................................................................................................... 13 TURN LANE ANALYSIS ........................................................................................................... 15 Projected Volume Analysis........................................................................................................ 16 Sight Distance Analysis ............................................................................................................. 17 Preliminary TDM Plan ............................................................................................................... 19 Assesment Of Right Of Way ..................................................................................................... 20 CONCLUSIONS AND CERTIFICATION STATEMENT ............................................................. 21 Gracy Farms ZTA April 12, 2024 Figure 1: Site Vicinity and Location .............................................................................................7 Figure 2: 2027 % Trip Assignment ............................................................................................11 Figure 3: 2027 Site Trips ...........................................................................................................12 Figure 4: 2027 Build-Out Traffic Volumes ..................................................................................14 Figure 5: Horizontal Sight Distance- Driveway 1 .......................................................................18 Figures Tables Table 1 – Proposed Land Uses ...................................................................................................6 Table 2 – Growth Rate Calculation ..............................................................................................8 Table 3 –Site Trip Generation .....................................................................................................9 Table 4 – Site Trip Distribution ..................................................................................................10 Table 5 – Build-Out Turning Volumes .......................................................................................15 Table 6 – Projected Volume Analysis ........................................................................................16 Table 7 – Summary of Preliminary TDM Measures ...................................................................19 Appendices Appendix A: TIA Determination Worksheet ................................................................................ A Appendix B: 24-Hour Tube Counts............................................................................................. B Appendix C: Traffic Volume Calculations ................................................................................... C Appendix D: Trip Generation Calculations .................................................................................. D Appendix E: Austin Street Design Guide- Multimodal Design Table ........................................... E Gracy Farms ZTA April 12, 2024 INTRODUCTION AND BACKGROUND PURPOSE Kimley-Horn and Associates, Inc. was retained to conduct a Zoning Transportation Analysis (ZTA) of future traffic volume conditions associated with the Gracy Farms development, located north of Gracy Farms Ln and east of N Mopac Expy/Burnet Rd in the City of Austin, Texas. A site vicinity map is provided in Figure 1. The primary purpose of the ZTA is to analyze the proposed driveway. A projected volume analysis was performed on Gracy Farms Ln as part of this ZTA. It should be noted that the proposed driveway will be situated at the same location as the existing driveway that is currently in use for accessing the existing development. GENERAL STUDY INFORMATION The site is anticipated to be comprised of a new mid-rise multifamily development consisting of 350 dwelling units, 210 hotel rooms, and 20,000 square feet of strip retail plaza. The site will have access to the surrounding roadway network via one full access driveway on Gracy Farms Ln. Any changes to the site access will be reflected in future submittals and/or the TIA report. The following scenarios were analyzed for the site driveways: · Build-Out (2027): 2024 tube counts grown to 2027 + site trips The site is currently vacant. The most intensive potential mix of land uses for the development are summarized in Table 1. Table 1 – Proposed Land Uses Land Uses Unit ITE Code Multifamily Housing (Mid-Rise) Hotel Strip Retail Plaza (<40k) 20,000 SF Size 350 210 DU Rooms 221 310 822 Gracy Farms ZTA April 12, 2024 6 | P a g e N M O PA C EXPY D T R E N R U B G R A C Y F A R M S L N PROJECT NO. 065006700 8 2 9 - F . I O N M R F D E R E T S G E R E P B T I l m o c . n r o h - y e m k : e t i s b e W i 4 1 5 4 - 8 1 4 ) 2 1 5 ( : e n o h P 0 0 2 E T U S I , V I I G N D L I U B , D R E L L I V Y L L O J 4 1 8 0 1 9 5 7 8 7 X T , I N T S U A A T Z S M R A F Y C A R G X T , I N T S U A I D N A Y T N C V E T S I I I I N O T A C O L FIGURE 1 2024 EXISTING AND 2027 NO BUILD VOLUMES 24-hour tube counts were collected on Gracy Farms Ln on Wednesday, April 3, 2024. These counts are provided in Appendix B. To obtain 2027 No Build volumes, the AM and PM peak hour through volumes at these locations were calculated and then adjusted to 2027 using a 2% annual growth rate. Table 2 shows the growth rate calculations. 2024 Existing and 2027 No Build volumes are shown in tabular format in Appendix C. Table 2 – Growth Rate Calculation Year 2020 2015 Growth Rate Average Assumed 227HP5310 Gracy Farms Ln West of site 227UR176 Gracy Farms Ln Southeast of site 4613 8,771 -12.06% 4922 9,649 -12.60% -12.33% 2.00% Gracy Farms ZTA April 12, 2024 8 | P a g e TRIP GENERATION AND DISTRIBUTION TRIP GENERATION Site-generated traffic estimates are determined through a process known as trip generation. The acknowledged source for trip generation rates is the 11th edition of Trip Generation Manual published by the Institute of Transportation Engineers (ITE). ITE has established trip rates in nationwide studies of similar land uses. The trips indicated are one-way trips or trip ends, where one vehicle entering and exiting the site is counted as two trips (one inbound trip and one outbound trip). The City of Austin will require the applicant to submit a TDM Plan, including a Sustainable Modes Analysis, at the time of the SDP application process. The TDM Plan is a series of measures that help reduce demand for single-occupancy vehicle trips to/from a site or to incentivize those trips to occur outside of peak hours. The City has an established list of accepted TDM measures and their associated point values and percent trip reduction in the latest Street Impact Fee spreadsheet. A list of the TDM strategies chosen for the proposed development and their associated point values and trip reductions will be included as part of the TDM Plan. Because this site is located in the urban transition zone, the trip reductions associated with the chosen measures must add to at least 10%. Therefore, a 10% reduction has been applied to daily and peak hour trips. Table 3 summarizes the resulting AM and PM peak hour trip generation. Details of site trip generation are provided in Appendix D. Table 3 –Site Trip Generation Land Uses Quantity Multifamily Housing (Mid- Rise) Hotel Strip Retail Plaza (<40k) 350 Dwelling Units 210 Room(s) 20,000 Sq Ft GLA ITE Code Daily Trips Total 221 1,590 144 310 822 1,678 1,074 AM Peak Hour PM Peak Hour Out Total 111 138 43 19 128 132 17 22 40 49 In 84 65 66 22 24 Out 54 63 66 18 25 In 33 55 28 12 24 80 98 47 29 46 Total Project Trips 4,342 289 116 173 398 215 183 TDM Reduction (10%) Existing 434 600 TOTAL NET NEW TRIPS 3,308 215 134 309 170 139 Notes: 1. Multifamily Housing (Mid-Rise) · · · · Daily: T = 4.54(X) AM: T = 0.44(X) - 11.61; 23% IN, 77% OUT PM: T = 0.39(X) + 0.34; 61% IN, 39% OUT Where T = Trips and X = Dwelling Units 2. Hotel · · · · Daily: T = 7.99 (X) AM: T = 0.50(X) - 7.45; 56% IN, 44% OUT PM: T = 0.74(X) - 27.89; 51% IN, 49% OUT Where T = Trips and X = Rooms Gracy Farms ZTA April 12, 2024 9 | P a g e 3. Strip Retail Plaza (<40k) · · · · Daily: T = 42.20(X) + 229.68 AM: T = 2.36(X); 60% IN, 40% OUT PM: T = 6.59(X); 50% IN, 50% OUT Where T = Trips and X = Rooms TRIP DISTRIBUTION AND ASSIGNMENT Site traffic is distributed into and out of the site driveway and onto the street system based on the area street system characteristics, existing traffic patterns, and the location of driveway access to/from the site. Table 4 displays the general directional distribution percentages assumed for this development. Table 4 – Site Trip Distribution Description of Direction Distribution W Gracy Farms Ln E Gracy Farms Ln 60% 40% Figure 2 shows the resulting site trip assignment percentages at all study intersections for the proposed development. Figure 3 shows the total site traffic for the AM and PM peak hours, which is calculated using the percentages for each trip assignment group in Figure 2. Trip distributions entering and exiting the driveway are shown in Figure 2 are based on a preliminary schematic of the site plan. The definitive version of the site plan will be incorporated as part of the TIA. As the site plan is finalized, the trip distribution is subject to change, pending the completion of the plan. At time of ZTA, the site remains preliminary, and the distributions provided are based on limited data. Gracy Farms ZTA April 12, 2024 10 | P a g e N M O PA C EXPY 1 ) % 0 6 ( % 0 ) % 0 4 ( % 0 60%(0%) 40%(0%) D T R E N R U B PROJECT NO. 065006700 8 2 9 - F . I O N M R F D E R E T S G E R E P B T I l m o c . n r o h - y e m k : e t i s b e W i 4 1 5 4 - 8 1 4 ) 2 1 5 ( : e n o h P 0 0 2 E T U S I , V I I G N D L I U B , D R E L L I V Y L L O J 4 1 8 0 1 9 5 7 8 7 X T , I N T S U A A T Z S M R A F Y C A R G X T , I N T S U A I T N E M N G S S A P R T I FIGURE 2 1 G R A C Y F A R M S L N EXISTING INTERSECTIONS FUTURE INTERSECTIONS TURNING MOVEMENT XX%(XX%) IN (OUT) PERCENT OF TRIPS N M O PA C EXPY 1 ) 4 8 ( 1 8 ) 6 5 ( 4 5 32(68) 48(102) D T R E N R U B PROJECT NO. 065006700 8 2 9 - F . I O N M R F D E R E T S G E R E P B T I l m o c . n r o h - y e m k : e t i s b e W i 4 1 5 4 - 8 1 4 ) 2 1 5 ( : e n o h P 0 0 2 E T U S I , V I I G N D L I U B , D R E L L I V Y L L O J 4 1 8 0 1 9 5 7 8 7 X T , I N T S U A A T Z S M R A F Y C A R G X T , I N T S U A I S P R T E T S 7 2 0 2 I FIGURE 3 1 G R A C Y F A R M S L N EXISTING INTERSECTIONS FUTURE INTERSECTIONS TURNING MOVEMENT XX(XX) AM (PM) TURNING MOVEMENT VOLUMES 2027 BUILD-OUT VOLUMES Site traffic was added to the 2027 No Build volumes to represent estimated total build-out traffic conditions after the completion of the proposed development. The resulting total weekday AM and PM peak hour traffic volumes are shown in Figure 4. Gracy Farms ZTA April 12, 2024 13 | P a g e N M O PA C EXPY 1 ) 4 8 ( 1 8 ) 6 5 ( 4 5 48(102) 682(377) 32(68) 488(774) D T R E N R U B PROJECT NO. 065006700 8 2 9 - F . I O N M R F D E R E T S G E R E P B T I l m o c . n r o h - y e m k : e t i s b e W i 4 1 5 4 - 8 1 4 ) 2 1 5 ( : e n o h P 0 0 2 E T U S I , V I I G N D L I U B , D R E L L I V Y L L O J 4 1 8 0 1 9 5 7 8 7 X T , I N T S U A A T Z S M R A F Y C A R G X T , I N T S U A T U O D L I U B 7 2 0 2 S E M U L O V FIGURE 4 1 G R A C Y F A R M S L N EXISTING INTERSECTIONS FUTURE INTERSECTIONS TURNING MOVEMENT XX(XX) AM (PM) TURNING MOVEMENT VOLUMES TURN LANE ANALYSIS Turn lane analysis was performed to assess the need for turn lanes into the site driveway. Gracy Farms Ln is a Level 3 roadway that has a speed limit of 40 mph. The City of Austin requirements for turn lanes are established in the Transportation Criteria Manual. Right-turn lanes are required when the turning volume exceeds 200 vehicles, single left turn lanes are required when the turning volume exceeds 150 vehicles per hour. A turn lane analysis is shown in Table 5. Results of the analysis show that no turn lanes are triggered. Table 5 – Build-Out Turning Volumes Intersection Turning Movement Driveway 1 & Gracy Farms Ln WBR EBL Existing Turn Lane No Yes Turning Volume AM 32 48 PM 68 102 Proposed Turn Lane No No Gracy Farms ZTA April 12, 2024 15 | P a g e PROJECTED VOLUME ANALYSIS As a part of ZTA study requirements per City of Austin TCM, a projected volume analysis has been conducted for Gracy Farms Ln, focusing on the frontage of the proposed development. Gracy Farms Ln is classified as a Level 3 roadway in the ASMP and is designated as a Bicycle Priority. The ASMP recommends improvements that were identified in the North Burnet Regulating Plan, to provide 4 travel lanes with a raised median, all ages and abilities bicycle facilities, and sidewalks. In the vicinity of the site, there is currently a complete sidewalk network in place and striped bike facilities. The ASMP calls for a protected one-way bike lane. The projected volume analysis for Gracy Farms Ln was conducted using the 24-hour counts provided in Appendix B. The data was utilized to evaluate existing link volumes and project the 2027 No-Build and 2027 Build-Out volumes. A growth factor of 2% per year was used to forecast future traffic conditions. The Austin Street Design guide, attached in Appendix D, serves as a reference for typical average daily traffic under existing cross section components. Table 6 – Projected Volume Analysis Roadway ASMP Classification Typical ADT Range (vpd) 2024 ADT 2027 No- Build ADT 2027 Allocated Trips (%) 2027 Site Trips 2027 Site + 2027 Forecasted ADT Gracy Farms Ln Level 3 10,000-20,000 12,625 13,400 100% 3,308 16,710 In 2027, with the addition of the site, Gracy Farms Ln is expected to maintain capacity within the City of Austin roadway standards for Level 3 roads. Gracy Farms ZTA April 12, 2024 16 | P a g e SIGHT DISTANCE ANALYSIS A sight distance analysis was performed in compliance with the guidelines outlined in the Transportation Criteria Manual at the location of the projected driveway. Figure 5 shows that the proposed driveway meets and satisfies the distance requirement set forth using the guidelines available from the AASHTO Greenbook for a right turn. Planted trees that along the median encroach on the direct line of sight for those vehicles making a left turning movement. However, the proposed driveway will replace the existing driveway that has been approved and in operation. Gracy Farms ZTA April 12, 2024 17 | P a g e 4 4 5' ( A A S H T O ) 1 8' 4 4 5 ' ( A A S H T O ) PROJECT NO. 065006700 8 2 9 - F . I O N M R F D E R E T S G E R E P B T I m o c . n r o h - y e m k : i l e t i s b e W 4 1 5 4 - 8 1 4 ) 2 1 5 ( : e n o h P 0 0 2 E T U S I , V I I G N D L U B I , I D R E L L V Y L L O J 4 1 8 0 1 9 5 7 8 7 X T , I N T S U A A T Z S M R A F Y C A R G X T , I N T S U A 1 I N O T C E S R E T N I L A T N O Z R O H I Y A W E V R D I - E C N A T S D T H G S I I 5 FIGURE PRELIMINARY TDM PLAN The City of Austin has an established list of acceptable TDM measures and their associated point values and percent trip reduction in the latest Street Impact Fee worksheet. Because this site generates between 2,000 and 5,000 daily trips, the chosen measures must add to at least 20 total points. Additionally, because this site is located within the urban transition site context, the trip reductions associated with the chosen measures must add to a minimum of 10%. A list of selected measures that could be implemented at the time of Site Plan is provided in Table 7. It is important to know that the list of selected measures constitutes a preliminary plan, and a commitment to these measures cannot be finalized during the zoning process. A more detailed and comprehensive plan will be presented in the final draft of the TIA, providing a more elaborate and concrete description of the proposed strategies and implementation methods. Table 7 – Summary of Preliminary TDM Measures Category TDM Measure Details Points % of Points Mix of land uses being proposed, providing residents, employees, and site visitors with on-site access to housing/jobs, goods and services. At least half of the development site falls within ¼-mile of a High Capacity transit stop, or 1/8-mile of a High Frequency (15 min) transit stop; and a complete sidewalk network is in place between the development site and the nearest transit stop. 51% to 80% of the parking required by the LDC. Designate a mobility coordinator to market, explain, and assist in the use of non-vehicular options among tenants and visitors. Delivery-Supportive Amenities (API-10) Accommodate and encourage goods deliveries by providing building amenities that secure reception. Improve pedestrian facilities in the vicinity of the site. 0.85% Priority improvements identified in an approved Sustainable Modes analysis to be implemented at Site Plan after the completion of a Sustainable Modes plan. Internal Trip Capture (CTR-1) Contextual Trip Reduction Measures Transit Proximity (CTR-2) Parking Measures Reduced Parking Supply (P-1) Designated Mobility Coordinator (API-2) Marketing and Information (API-3) Amenities and Programs Incentives Pedestrian Access and Connectivity Improvements (SM-1) Site Plan Access and Connectivity (SM-6) Sustainable Mode Improvements Total Gracy Farms ZTA April 12, 2024 5 1 2 1 1 1 7 2 5% 1% 1% 0% 1% 0% 1% 20 10% 19 | P a g e ASSESMENT OF RIGHT OF WAY According to aerial imagery, the current right-of-way (ROW) along Gracy Farms Ln in the vicinity of the site is 85 feet. The required ROW to implement the desirable cross section is 116 feet. It is projected that approximately 31 ft of ROW are required to satisfy the improvements identified in the ASMP. The 30 feet of dedication, split equally between the property to the north of the site and the site is 15 feet. The site will be required to dedicate 15 feet of ROW along Gracy Farms Ln. As denoted in the ASMP, the developer will coordinate with the City of Austin to assess and establish the appropriate ROW dedication necessary to fulfill the improvement requirements stipulated in the ASMP. All ROW dedications have been deferred to the Site Plan stage, with coordination facilitated by the north area program manager. Gracy Farms ZTA April 12, 2024 20 | P a g e CONCLUSIONS AND CERTIFICATION STATEMENT This study analyzes the proposed driveway for the Gracy Farms development. I hereby certify that this report complies with the City Code and with applicable technical requirements of the City of Austin and is complete to the best of my knowledge. KIMLEY-HORN AND ASSOCIATES Kelly Rees, P.E. Project Manager Gracy Farms ZTA April 12, 2024 21 | P a g e APPENDIX Gracy Farms ZTA April 12, 2024 Appendix A: TIA Determination Worksheet Gracy Farms MF ZTA April 12, 2024 ZONING CITY OF AUSTIN TRAFFIC IMPACT ANALYSIS (TIA) DETERMINATION WORKSHEET APPLICANT MUST FILL IN W ORKSHEET PRIOR TO SUBMITTING FOR TIA DETERMINATION PROJECT NAME: LOCATION: APPLICANT: APPLICATION STATUS: DEVELOPMENT ASSESSMENT: ZONING: SITE PLAN: TELEPHONE NO: EXISTING: TRACT NUMBER TRACT ACRES BLDG SQ.FT. ZONING LAND USE L.T.E CODE FOR OFFICE USE ONLY TRIP RATE TRIPS PER DAY PROPOSED TRACT NUMBER TRACT ACRES BLDG SQ.FT. ZONING LAND USE L.T.E CODE TRIP RATE FOR OFFICE USE ONLY TRIPS PER DAY ABUTTING ROADWAYS FOR OFFICE USE ONLY STREET NAME PROPOSED ACCESS? PAVEMENT W IDTH CLASSIFICATION FOR OFFICE USE ONLY A traffic impact analysis is required. The consultant preparing the study must meet with a transportation planner to discuss the scope and requirements of the study before beginning the study. A traffic impact analysis is NOT required. The traffic generated by the proposal does not exceed the thresholds established in the Land Development Code. The traffic impact analysis has been waived for the following reason: A neighborhood traffic analysis will be performed by the City for this project. The applicant may have to collect existing traffic counts. See a transportation planner for information. DATE: FILE CAP. METRO TXDOT TRANS. REV. TRAVIS CO. TRANS DEPT. REVIEW ED BY: DISTRIBUTION: TOTALCOPIES: NOTE: A TIA determination must be made prior to submittal of any zoning or site plan application, therefore, this completed and reviewed form MUST ACCOMPANY any subsequent application for the IDENTICAL project. CHANGES to the proposed project will REQUIRE a new TIA determination to be made. Page 9 of 19 rev 05/12/2023 General Retail Sales(Convenience)4.404973114.541,5892217.991,678310FCE1,074822Net Trips:3,844A Zoning Transportation Analysis (ZTA) is required.12/28/2023A Zoning Transportation Analysis (ZTA) is required. Please contact TDS staff to begin the process.Appendix B: 24-Hour Tube Counts Gracy Farms MF ZTA April 12, 2024 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Gracy Farms Ln East of Mopac Service Rd SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: MonMon TueTue ThuThu FriFri SatSat SunSun QC JOB #: 16545001 QC JOB #: DIRECTION: WB DIRECTION: DATE: Apr 3 2024 - Apr 3 2024 DATE: Average Week Profile Average Week Profile 24 48 Start Time Start Time 12:00 AM 12:15 AM 12:30 AM 12:45 AM 01:00 AM 01:15 AM 01:30 AM 01:45 AM 02:00 AM 02:15 AM 02:30 AM 02:45 AM 03:00 AM 03:15 AM 03:30 AM 03:45 AM 04:00 AM 04:15 AM 04:30 AM 04:45 AM 05:00 AM 05:15 AM 05:30 AM 05:45 AM Day Total Day Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Average Week Average Week 15-min Traffic 15-min Traffic 8 6 6 3 4 7 5 0 2 1 1 3 1 5 3 4 5 4 7 11 9 12 24 23 WedWed 3 Apr 24 8 6 6 3 4 7 5 0 2 1 1 3 1 5 3 4 5 4 7 11 9 12 24 23 Average Weekday Average Weekday 15-min Traffic 15-min Traffic 8 6 6 3 4 7 5 0 2 1 1 3 1 5 3 4 5 4 7 11 9 12 24 23 Page 1 of 4 Comments: Report generated on 4/8/2024 7:43 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data LOCATION: Gracy Farms Ln East of Mopac Service Rd LOCATION: SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: MonMon TueTue ThuThu FriFri SatSat SunSun QC JOB #: 16545001 QC JOB #: DIRECTION: WB DIRECTION: DATE: Apr 3 2024 - Apr 3 2024 DATE: Average Week Profile Average Week Profile WedWed 3 Apr 24 26 45 36 69 85 105 136136 115 104 73 92 95 73 76 75 65 60 70 68 70 62 78 89 99 Start Time Start Time 06:00 AM 06:15 AM 06:30 AM 06:45 AM 07:00 AM 07:15 AM 07:30 AM 07:45 AM 08:00 AM 08:15 AM 08:30 AM 08:45 AM 09:00 AM 09:15 AM 09:30 AM 09:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM Day Total Day Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Average Week Average Week 15-min Traffic 15-min Traffic 26 45 36 69 85 105 136136 115 104 73 92 95 73 76 75 65 60 70 68 70 62 78 89 99 Average Weekday Average Weekday 15-min Traffic 15-min Traffic 26 45 36 69 85 105 136136 115 104 73 92 95 73 76 75 65 60 70 68 70 62 78 89 99 Page 2 of 4 Comments: Report generated on 4/8/2024 7:43 AM 72 SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data LOCATION: Gracy Farms Ln East of Mopac Service Rd LOCATION: SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: MonMon TueTue ThuThu FriFri SatSat SunSun QC JOB #: 16545001 QC JOB #: DIRECTION: WB DIRECTION: DATE: Apr 3 2024 - Apr 3 2024 DATE: Average Week Profile Average Week Profile WedWed 3 Apr 24 125 94 113 100 97 86 103 98 106 99 113 96 142 151 176 185 183 177 172 185 180 179 174 196196 Start Time Start Time 12:00 PM 12:15 PM 12:30 PM 12:45 PM 01:00 PM 01:15 PM 01:30 PM 01:45 PM 02:00 PM 02:15 PM 02:30 PM 02:45 PM 03:00 PM 03:15 PM 03:30 PM 03:45 PM 04:00 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM Day Total Day Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Average Week Average Week 15-min Traffic 15-min Traffic 125 94 113 100 97 86 103 98 106 99 113 96 142 151 176 185 183 177 172 185 180 179 174 196196 Average Weekday Average Weekday 15-min Traffic 15-min Traffic 125 94 113 100 97 86 103 98 106 99 113 96 142 151 176 185 183 177 172 185 180 179 174 196196 Page 3 of 4 Comments: Report generated on 4/8/2024 7:43 AM 96 SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data LOCATION: Gracy Farms Ln East of Mopac Service Rd LOCATION: SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: MonMon TueTue ThuThu FriFri SatSat SunSun QC JOB #: 16545001 QC JOB #: DIRECTION: WB DIRECTION: DATE: Apr 3 2024 - Apr 3 2024 DATE: Average Week Profile Average Week Profile Start Time Start Time 06:00 PM 06:15 PM 06:30 PM 06:45 PM 07:00 PM 07:15 PM 07:30 PM 07:45 PM 08:00 PM 08:15 PM 08:30 PM 08:45 PM 09:00 PM 09:15 PM 09:30 PM 09:45 PM 10:00 PM 10:15 PM 10:30 PM 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11:45 PM Day Total Day Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol WedWed 3 Apr 24 180 162 96 109 71 64 75 50 45 53 53 52 43 45 34 27 33 20 25 18 9 19 9 12 6654 100% 100% 7:30 AM 136 5:45 PM 196 Average Week Average Week 15-min Traffic 15-min Traffic 180 162 96 109 71 64 75 50 45 53 53 52 43 45 34 27 33 20 25 18 9 19 9 12 6654 7:30 AM 136 5:45 PM 196 Average Weekday Average Weekday 15-min Traffic 15-min Traffic 180 162 96 109 71 64 75 50 45 53 53 52 43 45 34 27 33 20 25 18 9 19 9 12 6654 100% 7:30 AM 136 5:45 PM 196 Page 4 of 4 Comments: Report generated on 4/8/2024 7:43 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data LOCATION: LOCATION: Gracy Farms Ln East of Mopac Service Rd SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: MonMon TueTue ThuThu FriFri SatSat SunSun QC JOB #: 16545001 QC JOB #: DIRECTION: EB DIRECTION: DATE: Apr 3 2024 - Apr 3 2024 DATE: Average Week Profile Average Week Profile 24 48 Start Time Start Time 12:00 AM 12:15 AM 12:30 AM 12:45 AM 01:00 AM 01:15 AM 01:30 AM 01:45 AM 02:00 AM 02:15 AM 02:30 AM 02:45 AM 03:00 AM 03:15 AM 03:30 AM 03:45 AM 04:00 AM 04:15 AM 04:30 AM 04:45 AM 05:00 AM 05:15 AM 05:30 AM 05:45 AM Day Total Day Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Average Week Average Week 15-min Traffic 15-min Traffic 15 9 11 7 8 10 1 8 3 6 3 3 2 1 1 1 5 3 3 4 3 8 16 18 WedWed 3 Apr 24 15 9 11 7 8 10 1 8 3 6 3 3 2 1 1 1 5 3 3 4 3 8 16 18 Average Weekday Average Weekday 15-min Traffic 15-min Traffic 15 9 11 7 8 10 1 8 3 6 3 3 2 1 1 1 5 3 3 4 3 8 16 18 Page 1 of 4 Comments: Report generated on 4/8/2024 7:43 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data LOCATION: Gracy Farms Ln East of Mopac Service Rd LOCATION: SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: MonMon TueTue ThuThu FriFri SatSat SunSun QC JOB #: 16545001 QC JOB #: DIRECTION: EB DIRECTION: DATE: Apr 3 2024 - Apr 3 2024 DATE: Average Week Profile Average Week Profile WedWed 3 Apr 24 33 39 63 98 96 129 169 146 134 138 169 162 174 177177 122 124 104 96 80 64 83 56 65 74 Start Time Start Time 06:00 AM 06:15 AM 06:30 AM 06:45 AM 07:00 AM 07:15 AM 07:30 AM 07:45 AM 08:00 AM 08:15 AM 08:30 AM 08:45 AM 09:00 AM 09:15 AM 09:30 AM 09:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM Day Total Day Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Average Week Average Week 15-min Traffic 15-min Traffic 33 39 63 98 96 129 169 146 134 138 169 162 174 177177 122 124 104 96 80 64 83 56 65 74 Average Weekday Average Weekday 15-min Traffic 15-min Traffic 33 39 63 98 96 129 169 146 134 138 169 162 174 177177 122 124 104 96 80 64 83 56 65 74 Page 2 of 4 Comments: Report generated on 4/8/2024 7:43 AM 72 SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data LOCATION: Gracy Farms Ln East of Mopac Service Rd LOCATION: SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: MonMon TueTue ThuThu FriFri SatSat SunSun QC JOB #: 16545001 QC JOB #: DIRECTION: EB DIRECTION: DATE: Apr 3 2024 - Apr 3 2024 DATE: Average Week Profile Average Week Profile WedWed 3 Apr 24 78 90 72 112112 90 94 80 73 58 72 65 72 56 75 72 83 63 79 79 89 77 105 79 86 Start Time Start Time 12:00 PM 12:15 PM 12:30 PM 12:45 PM 01:00 PM 01:15 PM 01:30 PM 01:45 PM 02:00 PM 02:15 PM 02:30 PM 02:45 PM 03:00 PM 03:15 PM 03:30 PM 03:45 PM 04:00 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM Day Total Day Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Average Week Average Week 15-min Traffic 15-min Traffic 78 90 72 112112 90 94 80 73 58 72 65 72 56 75 72 83 63 79 79 89 77 105 79 86 Average Weekday Average Weekday 15-min Traffic 15-min Traffic 78 90 72 112112 90 94 80 73 58 72 65 72 56 75 72 83 63 79 79 89 77 105 79 86 Page 3 of 4 Comments: Report generated on 4/8/2024 7:43 AM 96 SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data LOCATION: Gracy Farms Ln East of Mopac Service Rd LOCATION: SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: MonMon TueTue ThuThu FriFri SatSat SunSun QC JOB #: 16545001 QC JOB #: DIRECTION: EB DIRECTION: DATE: Apr 3 2024 - Apr 3 2024 DATE: Average Week Profile Average Week Profile Start Time Start Time 06:00 PM 06:15 PM 06:30 PM 06:45 PM 07:00 PM 07:15 PM 07:30 PM 07:45 PM 08:00 PM 08:15 PM 08:30 PM 08:45 PM 09:00 PM 09:15 PM 09:30 PM 09:45 PM 10:00 PM 10:15 PM 10:30 PM 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11:45 PM Day Total Day Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol WedWed 3 Apr 24 85 90 86 79 61 79 66 67 65 82 53 60 60 53 49 44 47 46 39 25 31 23 21 17 5971 100% 100% 9:15 AM 177 12:45 PM 112 Average Week Average Week 15-min Traffic 15-min Traffic 85 90 86 79 61 79 66 67 65 82 53 60 60 53 49 44 47 46 39 25 31 23 21 17 5971 9:15 AM 177 12:45 PM 112 Average Weekday Average Weekday 15-min Traffic 15-min Traffic 85 90 86 79 61 79 66 67 65 82 53 60 60 53 49 44 47 46 39 25 31 23 21 17 5971 100% 9:15 AM 177 12:45 PM 112 Page 4 of 4 Comments: Report generated on 4/8/2024 7:43 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Appendix C: Traffic Volume Calculations Gracy Farms MF ZTA April 12, 2024 Appendix C: Volume Calculations Intersection (North/South and East/West) Dwy 1 at Gracy Farms Ln 1 Direction SB (Dwy 1) WB (Gracy Farms Ln) NB (Dwy 1) EB (Gracy Farms Ln) Existing Counts (2024) 2027 % Trip Assignment 2027 Site Trips 2027 Build Out AutoCAD Index SBL SBT SBR WBL WBT WBR NBL NBT NBR EBL EBT EBR AM PM 460 729 643 355 IN 0 0 0 0 0 40 0 0 0 60 0 0 OUT 40 0 60 0 0 0 0 0 0 0 0 0 AM 54 0 81 0 0 32 0 0 0 48 0 0 PM 56 0 84 0 0 68 0 0 0 102 0 0 AM 54 0 81 0 488 32 0 0 0 48 682 0 PM 56 0 84 0 774 68 0 0 0 102 377 0 Appendix D: Trip Generation Calculations Gracy Farms MF ZTA April 12, 2024 Appendix D: Trip Generation Calculations TDM Daily 10% 10% 10% Total 1,590 1,678 1,074 4,342 DAILY Phase Percentage 100% 100% 100% TOTAL Phase Percentage AM PEAK-PERIOD Residential Select Use Select Use Multifamily Housing (Mid-Rise) Hotel Strip Retail Plaza (<40k) 350 210 20 Dwelling Unit(s) Room(s) 1,000 Sq Ft GLA Phase ITE Code Land-Use Description Land-Use # UNITS UNIT Total Trips TDM Trips Existing Trips Net Trips After All Reductions Phase Phase ITE Code Land-Use Description Land-Use # UNITS UNIT Total Trips TDM TDM Trips Existing Trips Net Trips After All Reductions Phase Residential Select Use Select Use Multifamily Housing (Mid-Rise) Hotel Strip Retail Plaza (<40k) 350 210 20 Dwelling Unit(s) Room(s) 1,000 Sq Ft GLA 100% 100% 100% TOTAL Total 144 98 47 289 In 33 55 28 116 Out 111 43 19 173 AM 10% 10% 10% Total 14 10 5 29 Out 11 4 2 17 Total 21 16 8 46 Out 14 5 2 22 Total 109 72 34 215 In 23 39 19 80 Out 86 33 15 134 Phase ITE Code Land-Use Description Land-Use # UNITS UNIT Residential Select Use Select Use Multifamily Housing (Mid-Rise) Hotel Strip Retail Plaza (<40k) 350 210 20 Dwelling Unit(s) Room(s) 1,000 Sq Ft GLA PM PEAK-PERIOD Phase Percentage Total Trips TDM TDM Trips Existing Trips Net Trips After All Reductions Phase 100% 100% 100% TOTAL Total 138 128 132 398 In 84 65 66 215 Out 54 63 66 183 PM 10% 10% 10% Total 14 13 13 40 Out 5 6 7 18 Total 16 16 16 49 Out 7 9 9 25 Total 108 99 103 310 In 67 52 52 171 Out 42 47 50 139 Total 159 168 107 434 In 3 6 3 12 In 8 7 7 22 Total 220 232 148 600 In 7 11 6 24 In 9 7 7 24 Total 1,211 1,278 818 3,308 Net Trips After All Reductions By Phase Total 3,308 3,308 Net Trips After All Reductions By Phase In Out Total 215 80 134 215 80 134 Net Trips After All Reductions By Phase In 171 Total 309 Out 139 309 171 139 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 221 310 822 221 310 822 221 310 822 Appendix E: Austin Street Design Guide- Multimodal Design Table Gracy Farms MF ZTA April 12, 2024 All (Except Alternatives) Urban The following is the Multimodal Design Table which can be used to develop the elements of the street. Multimodal Design Table Context Level Typical ADT Range (vpd)1 Number of Lanes1 Target Speed (mph)1 Bus Frequency Bike Facility* Pedestrian Facilities Transit Facility* Parking Facility*** Type2 Sidewalks Type3 Type3 Safe Crossing Density*** 20 Very Low Quiet Street Every Block None Parallel Low Conventional, Buffered, or Raised Bicycle Lane Medium Buffered or Raised Bicycle Lane High Raised Bicycle Lane 1/8 Mile 25 25 35 25 30 45 25 30 25 < 2,000 2,000 - 5,000 5,000 - 10,000 10,000 - 20,000 15,000 - 40,000 35,000 - 45,000 2,000 - 5,000 5,000 - 10,000 10,000 - 20,000 20,000 - 40,000 35,000 - 45,000 < 20,000 10,000 - 30,000 < 3,000 3,000 - 10,000 8,000 - 20,000 1 2 3 4 2 4 2 3 1 2 3 4 2 2 2 3 2 2 3 3 5 2 2 3 5 4 (Divided) 35 Very High Raised Bicycle Lane 4 (Divided) 40 High Raised Bicycle Lane Sidewalk and Buffer 40,000 + 6 (Divided) 40 Very High Raised Bicycle Lane 1/4 Mile Access Lanes Very Low Conventional, Buffered, or Raised Bicycle Lane Low Buffered or Raised Bicycle Lane None Parallel Boarding islands/bulbs Parallel 35 Medium Raised Bicycle Lane 1/4 Mile Peak-Only dedicated lanes Curb Extensions Suburban 3 4 (Divided) 40 High Raised Bicycle Lane Industrial Alternative 4 (Divided) 40 Medium 40,000 + 6 (Divided) Raised Bicycle Lane OR Shared Use Path Raised Bicycle Lane OR Shared Use Path Sidewalk OR Shared Use Paths and Buffer Zone 1/2 Mile Buffered Bicycle Lane Raised Bicycle Lane Sidewalk and Buffer Zone 1/2 Mile High N/A N/A N/A 35-40 N/A 45-55 N/A 8' Shoulder OR Share Use Path 8’ Shoulder OR Shared Use Path (8+)’ Wide Shoulder OR Shared Use Path 1/2 Mile Sidewalk OR Shared Use Paths and Buffer Zone 20,000 + 50-65 N/A Wide Outside Lane Sidewalk and Buffer Zone None Shared Space * Denotes preferred facility if ROW allows. Alternatives can be found in the Design Matrix. **Denotes that these will not be included except by ROW/easement dedication for expanded pavement width of additional 8' per side of parking. ***For Crossing Facilities, reference TCRP Report 112/NCHRP Report 562 "Improving Pedestrian Safety at Unsignalized Crossings". 24 1 Based in part on Designing Walkable Urban Thoroughfares, 2010, but modified to accommodate street levels. 2 Types are taken from 2014 Bike Plan (except Access Lanes - Urban Walkable Thoroughfares, 2010) 3 Types are interpreted from NACTO Transit Street Design Guide Boarding islands/bulbs Peak-only dedicated lanes Dedicated to Peak-only lanes Dedicated Transit Lanes Dedicated or Peak-only lanes Dedicated Transit Lanes Dedicated or Peak-Only lanes Peak-Only dedicated lanes Dedicated or Peak-only lanes None None None None None Parallel Parallel Parallel None None None Parallel None None None None Austin Street Design Guide - DRAFT