B-04 (C14-2020-0147 - 200 Academy, District 9).pdf

Planning Commission – Aug. 10, 2021

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C14-2020-0147 1 ZONING CHANGE REVIEW SHEET CASE: C14-2020-0147 200 Academy DISTRICT: 9 ZONING RQUEST: Tract 1: from CS-1-NCCD-NP to CS-1-MU-NP Tract 2: from CS-NCCD-NP to CS-MU-NP Tract 3: from MF-4-NCCD-NP to MF-4-NP ADDRESS: 146 ½, 200, 200 ½, 204 ½ Academy Drive, 1006 and 1020 Melissa Lane SITE AREA: 4.6 acres PROPERTY OWNER: Spearhead Academy LTD (Chris Wallin) AGENT: Weiss Architecture Inc (Richard Weiss) CASE MANAGER: Kate Clark (512-974-1237, kate.clark@austintexas.gov) STAFF RECOMMENDATION: Staff recommends the following: Tract 1: to commercial-liquor sales-mixed use-neighborhood conservation combining district-neighborhood plan (CS-1-MU-NCCD-NP) combining district zoning, and to amend the NCCD’s site development regulations, and permitted and conditional land uses. Tract 2: to general commercial services-mixed use-neighborhood conservation combining district-neighborhood plan (CS-MU-NCCD-NP) combining district zoning, and to amend the NCCD’s site development regulations, and permitted and conditional land uses. Tract 3: to multifamily residence moderate-high density-neighborhood conservation combining district-neighborhood plan (MF-4-NCCD-NP) combining district zoning, to amend the NCCD’s site development regulations. A Restrictive Covenant (RC) that includes all recommendations listed in the Transportation Mitigation Memo, dated May 21, 2021 as provided Exhibit D: TIA Memo. For a summary of the basis of staff’s recommendation, see pages 3-5. PLANNING COMMISSION ACTION / RECOMMENDATION: August 10, 2021 Scheduled for Planning Commission 1 of 38B-4C14-2020-0147 2 CITY COUNCIL ACTION: To be Scheduled for City Council ORDINANCE NUMBER: ISSUES Staff has received comments in opposition to this rezoning request. For all written and emailed comments, please see Exhibit C: Correspondence Received. This property is currently subject to the Fairview Park Neighborhood Conservation Combining District (NCCD) and therefore has more restrictive site development standards and permitted land uses than what the existing base districts allow. The following table illustrates the current zoning and what base zoning district it is most similar too based on current allowed site development standards and permitted land uses within the NCCD: Current Zoning Tract 1: CS-1-NCCD-NP Tract 2: CS-NCCD-NP Most Similar Base Zoning NO (neighborhood office) NO (neighborhood office) Tract 3: MF-4-NCCD-NP MF-2 (multifamily residence low density) The applicant is requesting to be removed from the Fairview Park NCCD. This NCCD was created in 1986 (Ordinance No. 86-0807-H) and has been amended three times since then. Two of those times were to add additional properties into the boundary (Ordinance No. 030717-119 and Ordinance No. 20100923-120) and the most recent to change the conditions of zoning on the property immediately west of this site (Ordinance No. 20141211-139). CASE MANAGER COMMENTS: This property is approximately 4.6 acres and is currently developed with the old Austin Opera House and associated surface parking. It was previously used as a music venue and recording studio. The performance areas have been converted into office space, but the recording studio remains. Adjacent zoning consists of CS-MU-V-NP to the north, CS-NCCD-NP to the west, GR- H-NCCD-NP to the south, and SF-3-H-NCCD-NP and SF-3-NCCD-NP to the east across Melissa Lane. Please refer to Exhibit A: Zoning Map and Exhibit B: Aerial Map. The applicant would like to build a mixed-use development on this property and is requesting to be removed from the NCCD. If the applicant’s request was granted by City Council, they would be allowed to build under the current site development standards for each tract’s base zoning district. The following tables illustrate what is currently allowed by code through the NCCD, what the applicant is requesting with this rezoning case and staff’s recommendation. 2 of 38B-4C14-2020-0147 3 Tract 1 (CS-1-NCCD-NP) and Tract 2 (CS-NCCD-NP) Site Development Standards Standard Staff Recommendation Current Site Development Standards (per the NCCD) Applicant Request (CS-1 and CS base zoning district standards) Zoning CS-1-NCCD-NP CS-1-MU-NP CS-1-MU-NCCD-NP CS-NCCD-NP CS-MU-NP CS-MU-NCCD-NP Floor Area Ratio 0.35:1 Height 35’ of 2 stories 2:1 60’ 95% 95% 1.5:1 60’ 75% 95% No unit cap 43 units per acres 35% 60% 15 Tract 3 (MF-4-NCCD-NP) Site Development Standards Current Site Development Standards (per the NCCD) Applicant Request (MF-4 base zoning district standards) Staff Recommendation Zoning MF-4-NCCD-NP MF-4-NP MF-4-NCCD-NP Units Per Acre 22 No unit cap Building Coverage Impervious Cover Maximum Units per Acre Standard 36 units per acre plus MF-3 base zoning minimum site area requirements for each dwelling unit (1,200 SF for an efficiency dwelling unit; 1,500 SF, for a one-bedroom dwelling unit; and 1,800 SF for a dwelling unit with two or more bedrooms.) Impervious Cover 55% 70% 65% Per the current NCCD ordinance, only office uses (excluding medical office) are allowed within Tracts 1 and 2. Should the applicant’s rezoning request be granted by City Council, staff recommends prohibiting and making conditional the following land uses for these tracts. 3 of 38B-4C14-2020-0147 4 PROHIBITED LAND USES (TRACT 1) Agricultural Sales and Services Automotive Rentals Automotive Repair Services Automotive Sales Automotive Washing (of any type) Bail Bond Services Building Maintenance Services Campground Commercial Blood Plasma Center Construction Sales and Services Consumer Repair Services Convenience Storage Drop-Off Recycling Collection Facility Electronic Prototype Assembly Electronic Testing Equipment Repair Services Equipment Sales Exterminating Services PROHIBITED LAND USES (TRACT 2) Agricultural Sales and Services Automotive Rentals Automotive Repair Services Automotive Sales Automotive Washing (of any type) Bail Bond Services Building Maintenance Services Campground Commercial Blood Plasma Center Construction Sales and Services Consumer Repair Services Convenience Storage Drop-Off Recycling Collection Facility Electronic Prototype Assembly Equipment Repair Services Equipment Sales Exterminating Services Funeral Services Kennels Laundry Services Monument Retail Sales Pawn Shop Services Pedicab Storage and Dispatch Research Services Service Station Vehicle Storage Veterinary Services Custom Manufacturing Indoor Crop Production Club or Lodge Community Events Congregate Living Hospital Services (General) Maintenance and Service Facilities Residential Treatment Funeral Services Kennels Laundry Services Pawn Shop Services Pedicab Storage and Dispatch Research Services Service Station Vehicle Storage Veterinary Services Custom Manufacturing Club or Lodge Community Events Congregate Living Hospital Services (General) Maintenance and Service Facilities Residential Treatment CONDITIONAL LAND USES (TRACT 1) Cocktail Lounge (maximum 17,500 square feet allowed) Limited Warehousing and Distribution 4 of 38B-4C14-2020-0147 5 CONDITIONAL LAND USES (TRACT 2) Limited Warehousing and Distribution BASIS OF RECOMMENDATION: 1. Granting of the request should result in an equal treatment of similarly situated properties. The Fairview Park NCCD was adopted by City Council in 1986. Since its creation properties have been added to the boundary or rezoned to allow for a change in entitlements but no properties have been removed from the boundary. Rezoning this site to allow for additional entitlements and land uses while keeping it within the existing NCCD boundary would be consistent with past treatment of properties within this NCCD. 2. The proposed zoning should promote consistency and orderly planning; Zoning should promote a transition between adjacent and nearby zoning districts, land uses, and development intensities. Tracts 1 and 2 of this property are surrounded by commercial base zoning districts. Allowing for an increase in site development standards and permitted land uses (including residential) would be consistent with the adjacent zoning pattern. Tract 3’s current zoning is most closely aligned with the MF-2 zoning district. Allowing for the equivalent of MF-3 zoning on this tract would still be compatible with single-family uses and provide a transition in land use and development intensity from S. Congress to Melissa Lane. EXISTING ZONING AND LAND USES: Site Zoning Land Uses CS-1-NCCD-NP, CS-NCCD-NP and MF-4-NCCD-NP Administrative and Business Offices, Communications Services North CS-MU-V-NP South GR-H-NCCD-NP Multi-Family Hotel-Motel East SF-3-NCCD-NP and SF-3-H-NCCD-NP Single-Family West CS-NCCD-NP Hotel-Motel, Condominium Residential NEIGHBORHOOD PLANNING AREA: Greater South River City (South River City) TIA: Please see Exhibit D: TIA Memo, dated May 21, 2021. WATERSHED: East Bouldin Creek Watershed 5 of 38B-4C14-2020-0147 6 OVERLAYS: ADU Approximate Area Reduced Parking, Neighborhood Conservation Combining District (Fairview Park), Residential Design Standards and Selected Sign Ordinances SCHOOLS: Travis Heights Elementary, Lively Middle and Travis High Schools NEIGHBORHOOD ORGANIZATIONS Austin Independent School District Austin Lost and Found Pets Austin Neighborhoods Council Bike Austin Bouldin Creek Neighborhood Association Bouldin Creek Neighborhood Planning Team Friends of Austin Neighborhoods Greater South River City Combined Homeless Neighborhood Association AREA CASE HISTORIES: Neighborhood Empowerment Foundation Preservation Austin SELTexas Sierra Club, Austin Regional Group South Central Coalition South Central Waterfront Advisory Board South River City Citizens Assn. Zoning Committee of South River City Citizens Number Request Commission City Council From CS-NCCD-NP to CS-NCCD-NP for Tracts lA and 1B and to CS-1-NCCD-NP for Tract 2. From SF-3-NCCD- NP to GR-NCCD-NP Approved staff’s recommendations. Approved Commission Recommendation (12/11/14). Denied request. No Action (Case Expired). C14-2014-0117 and NPA-2014-0022.02 Terrace Hotel 110 Academy Drive C14-2013-0022 Congress Avenue Baptist Church 1511 Congress C14-2010-0142 1307 Newning Avenue C14-02-0067 To add “NCCD” zoning to the property. Approved staff’s recommendations. Approved Commission’s recommendation. (9/23/10). To include an additional land (property) into Fairview Park Neighborhood NCCD. Approved staff’s recommendations. Approved the inclusion of 48 tracts of land into the Park Neighborhood NCCD and revised language within the original ordinance for the affected 48 tracts. (7/17/03) 6 of 38B-4C14-2020-0147 7 RELATED CASES: NPA-2019-0022.01: this is neighborhood plan amendment (NPA) case being considered with this rezoning request. C14-05-0139: This rezoning case established the South River City Neighborhood Plan Area. This property’s base zoning district was not changed during this process (Ordinance No. 20050929-Z003). C14-85-351: This rezoning case established the Fairview Park Neighborhood NCCD (Ordinance No. 86-0807-H). EXISTING STREET CHARACTERISTICS: Name Pavement ASMP Sidewalks Bicycle Classification Route Existing ROW ASMP Required ROW Capital Metro (within ¼ mile) Melissa Lane Academy Drive ~50’ Existing 30’ No 1 1 No No 66’ Existing 30’ Yes Yes OTHER STAFF COMMENTS: Environmental 1. The site is not located over the Edwards Aquifer Recharge Zone. The site is located in the East Bouldin 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. 2. Zoning district impervious cover limits apply in the Urban Watershed classification. 3. According to floodplain maps, there is a floodplain within the project location. Based upon the location of the floodplain, offsite drainage should be calculated to determine whether a Critical Water Quality Zone exists within the project location. 4. Standard landscaping and tree protection will be required in accordance with LDC 25-2 and 25-8 for all development and/or redevelopment. 5. 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. 7 of 38B-4C14-2020-0147 8 6. 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 square feet cumulative is exceeded, and onsite control for the two-year storm. 7. 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. PARD Review PR1: Parkland dedication will be required for the new residential units proposed by this development, multifamily with CS-MU-NCCD-NP, CS-1-MU-NCCD-NP and MF-4- NCCD-NP 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. 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 SP1. Any new development is subject to Subchapter E. Design Standards and Mixed Use. Additional comments will be made when the site plan is submitted. SP2. The site is subject to compatibility standards. Along the east and south property lines, the following standards apply: • No structure may be built within 25 feet of the property line. • No structure in excess of two stories or 30 feet in height may be constructed within 50 feet of the property line. 100 feet of the property line. • No structure in excess of three stories or 40 feet in height may be constructed within • No parking or driveways are allowed within 25 feet of the property line. • A landscape area at least 25 feet wide is required along the property line. In addition, a fence, berm, or dense vegetation must be provided to screen adjoining properties from views of parking, mechanical equipment, storage, and refuse collection. 8 of 38B-4C14-2020-0147 9 SP3. Additional design regulations will be enforced at the time a site plan is submitted. Transportation The Austin Strategic Mobility Plan (ASMP), adopted 04/11/2019, identifies sufficient existing right-of-way for Melissa Lane and Academy Drive. A traffic impact analysis (TIA) was required and has been received. Additional right-of-way, participation in roadway improvements, or limitations on development intensity may be recommended based on review of the TIA [LDC 25-6-142]. Comments will be provided in a separate memo, please see Exhibit D: TIA Memo. Austin Water Utility AW1. The landowner intends to serve the site with City of Austin water and wastewater utilities. The landowner, at own expense, will be responsible for providing any water and wastewater utility improvements, offsite main extensions, utility relocations and or abandonments required by the land use. The water and wastewater utility plan must be reviewed and approved by Austin Water for compliance with City criteria and suitability for operation and maintenance. 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 The landowner must pay the City inspection fee with the utility construction. The landowner must pay the tap and impact fee once the landowner makes an application for a City of Austin water and wastewater utility tap permit. INDEX OF EXHIBITS TO FOLLOW Exhibit A: Zoning Map Exhibit B: Aerial Map Exhibit C: Correspondence Received Exhibit D: TIA Memo 9 of 38B-4CS-1-V-NP CS-1-NP P-NP 1 CS-1-NP CS-1-V-NP CS-1-V-NP 14 UNZ B A E V A S S E R G N O C S CS-V-CO-NP 2 1 CS-MU-V-NP SF-3-NCCD-NP CS-CO-NP MF-4-NCCD-NP 8 J21 ONE LI-NP CS-1-V-NP CS-V-NP A 1 1 CS-V-CO-NP 2 E R I V E R S I D 1 E D R CS-1-V-NP L-NP PUD-NP L-NP L-V-NP 3 L-NP MF-1-NCCD-NP 4 3 2 1 G AVE 7 B O N NIE 5 VIE 4 3 2 W 1 8 9 10 N L A S S I L E M 7 5 6 L E G R A N D E A V E 2 SF-3-H-NCCD-NP 3 3 4 5 1 NIN SF-3-NCCD-NP NEW 2 MF-4-NP 1A 1B SF-3-NCCD-NP 62 2 SF-3-NCCD-NP SF-3-H-NCCD-NP 63 64 2 S U N N YLN 1 2 3 1 2 3 4 5 6 7 8 9 11 7 4 1 0 - 0 2 0 2 - 4 1 C 12 13 1 SF-3-H-NCCD-NP 3A 23-A 24-A SF-3-NCCD-NP SF-3-H-NCCD-NP SF-3-NCCD-NP SF-3-NCCD-NP 25-A MF-4-NCCD-NP R D E N V A R I 5 6 8 7 9 HILLSIDE AVE 25-B SF-3-H-NCCD-NP SF-3-H-NCCD-NP MF-4-NCCD-NP 53 3 MF-3-NCCD-NP MF-4-NP 1 2 5 6 13 14 52 51 50 49 48 47 46 CS-NCCD-NP CS-1-NCCD-NP CS-1-NCCD-NP 1 N L IC S U M T N S O T W E N 12 11 10 9 NELLIE ST 16 15 14 13 R A D V E 2 3 CS-V-CO-NP 4 6 7 8 CS-1-MU-V-NCCD-NP CS-1-H-NCCD-NP GR-H-NCCD-NP ACADEMY DR E V A S S E R G N O C S 4 T H E C I 2 3 R C L E W JAMES ST 21 1 CS-1-CO-NP 28 13 CS-MU-V-CO-NP 25 31 30 29 32 15 16 17 CS-V-CO-NP H21 19 14A 1 CS-V-CO-NP 13A H20 12 11 10 3 4 5 6 7 ± 1'' = 300' CS-MU-V-NCCD-NP MF-4-NCCD-NP MF-4-NCCD-NP MF-2-NCCD-NP MF-2-H-NCCD-NP MF-4-H-NCCD-NP 6 4 5 SF-3-NCCD-NP 2 1 3 CS-V-NCCD-NP 6 E GIBSON ST 1 P A R 2 3 4 12 10 SF-3-NCCD-NP K L N 2 3 1 3 4-A 9-A 8-A 2 5-A D R A A V E K E 1 2 3 4 J20 1 5 SF-3-NCCD-NP MF-3-NCCD-NP 3 4 5 SF-3-H-NCCD-NP 1 2 3 SF-3-NCCD-NP N E W NIN G AVE 1-A SF-3-NCCD-NP MF-3-NCCD-NP SF-3-NCCD-NP 2-A SF-3-NCCD-NP SUBJECT TRACT ZONING BOUNDARY ! ! ! ! ! ! PENDING CASE CREEK BUFFER 200 Academy ZONING CASE#: LOCATION: SUBJECT AREA: GRID: MANAGER: C14-2020-0147 200 Academy Dr. 4.6076 ACRES J21 KATE CLARK This map has been produced by the Communications Technology Management Dept. on behalf of the Planning Development Review Dept. for the sole purpose of geographic reference. No warranty is made by the City of Austin regarding specific accuracy or completeness. 10 of 38B-4CS-1-V-NP CS-1-NP P-NP 1 CS-1-NP CS-1-V-NP CS-1-V-NP 14 UNZ B A E V A S S E R G N O C S CS-V-CO-NP 2 1 CS-MU-V-NP SF-3-NCCD-NP CS-CO-NP MF-4-NCCD-NP 8 J21 ONE LI-NP CS-1-V-NP CS-V-NP A 1 1 CS-V-CO-NP 2 E R I V E R S I D 1 E D R CS-1-V-NP L-NP PUD-NP L-NP L-V-NP 3 L-NP MF-1-NCCD-NP 4 3 2 1 G AVE 7 B O N NIE 5 VIE 4 3 2 W 1 8 9 10 N L A S S I L E M 7 5 6 L E G R A N D E A V E 2 SF-3-H-NCCD-NP 3 3 4 5 1 NIN SF-3-NCCD-NP NEW 2 MF-4-NP 1A 1B SF-3-NCCD-NP 62 2 SF-3-NCCD-NP SF-3-H-NCCD-NP 63 64 2 S U N N YLN 1 2 3 1 2 3 4 5 6 7 8 9 11 7 4 1 0 - 0 2 0 2 - 4 1 C 12 13 1 SF-3-H-NCCD-NP 3A 23-A 24-A SF-3-NCCD-NP SF-3-H-NCCD-NP SF-3-NCCD-NP SF-3-NCCD-NP 25-A MF-4-NCCD-NP R D E N V A R I 5 6 8 7 9 HILLSIDE AVE 5 6 13 14 52 51 50 49 48 47 25-B SF-3-H-NCCD-NP SF-3-H-NCCD-NP MF-4-NCCD-NP 53 3 MF-3-NCCD-NP MF-4-NP 1 2 CS-NCCD-NP CS-1-NCCD-NP CS-1-NCCD-NP 1 N L IC S U M T N S O T W E N 12 11 10 9 NELLIE ST 16 15 14 13 R A D V E 2 3 CS-V-CO-NP 4 6 7 8 CS-1-MU-V-NCCD-NP CS-1-H-NCCD-NP GR-H-NCCD-NP ACADEMY DR E V A S S E R G N O C S 4 T H E C I 2 3 R C L E W JAMES ST 21 1 CS-1-CO-NP 28 13 CS-MU-V-CO-NP 25 31 30 29 32 15 16 17 CS-V-CO-NP H21 19 14A 1 CS-V-CO-NP 13A H20 12 11 10 3 4 5 6 7 ± 1'' = 300' CS-MU-V-NCCD-NP MF-4-NCCD-NP MF-4-NCCD-NP MF-2-NCCD-NP MF-2-H-NCCD-NP MF-4-H-NCCD-NP 6 4 5 SF-3-NCCD-NP 2 1 3 CS-V-NCCD-NP 6 E GIBSON ST 1 P A R 2 3 4 12 10 SF-3-NCCD-NP K L N 2 3 1 3 4-A 9-A 8-A 2 5-A D R A A V E K E 1 2 3 4 J20 1 5 SF-3-NCCD-NP MF-3-NCCD-NP 3 4 5 SF-3-H-NCCD-NP 1 2 3 SF-3-NCCD-NP N E W NIN G AVE SF-3-NCCD-NP MF-3-NCCD-NP SF-3-NCCD-NP 1-A 2-A 46 SF-3-NCCD-NP Copyright nearmap 2015 SUBJECT TRACT ZONING BOUNDARY ! ! ! ! ! ! PENDING CASE CREEK BUFFER 200 Academy ZONING CASE#: LOCATION: SUBJECT AREA: GRID: MANAGER: C14-2020-0147 200 Academy Dr. 4.6076 ACRES J21 KATE CLARK This map has been produced by the Communications Technology Management Dept. on behalf of the Planning Development Review Dept. for the sole purpose of geographic reference. No warranty is made by the City of Austin regarding specific accuracy or completeness. 11 of 38B-412 of 38B-4 MEMORANDUM Date: To: CC: Reference: May 21, 2021 Ravali Kosaraju, P.E., PTOE, WGI Engineering Curtis Beaty, P.E., Bryan Golden, Jayesh Dongre Austin Transportation Department Kate Clark, Housing and Planning Department 200 Academy Transportation Impact Analysis Final Memo C14-2020-0147 Summary of the Transportation Impact Analysis (TIA): The Austin Transportation Department (ATD) has reviewed the “200 Academy TIA” dated July 31, 2020 and subsequent updates received on November 25, 2020, January 29, 2021, March 26, 2021, and April 29, 2021 prepared by WGI Engineering. The 200 Academy TIA and all amendments thereto are collectively referred to herein as the “TIA”. The proposed 200 Academy development is located on the northwest corner of Academy Drive and Melissa Lane in Austin, shown in Figure 1 below. The proposed project is anticipated to be completed by 2023 and would consist of 60,000 square feet of General Office, 4,000 square feet of Shopping Center, 8,000 square feet of High- Turnover Restaurant, 120 dwelling units of Multi-Family (Low-Rise) housing, 4,000 square feet Museum, and a 10,000 square feet Music Venue. A Neighborhood Traffic Analysis, prepared by WGI Engineering, was also required for this site and can be found in Appendix A. Below is a summary of our review findings and recommendations: 1. The applicant and shall design identified in Table 2b below and in Figure 2 prior to issuance of a temporary certificate of occupancy (TCO) or certificate of occupancy (CO) at the time of the first site development permit. Note: Cost estimates should not be assumed to represent the maximum dollar value of improvements the applicant may be required to construct. construct the improvements 2. A fee-in-lieu contribution to the City of Austin shall be made for the improvements identified in Table 2a, totaling $5,000, prior to issuance of the first site development permit. 3. The applicant shall provide an electronic copy of the final, updated version of the TIA report, including all supplemental documents, before 3rd reading. 13 of 38B-4 4. City of Austin staff reserves the right to reassign any or all the funding to one or more of the improvements identified in the TIA. 6. 5. The findings and recommendations of this TIA memorandum remain valid until five (5) years from the date of the traffic counts in the TIA or the date of this memo, whichever comes first, after which a revised TIA or addendum may be required. The findings and recommendations of the TIA included in this memo are based on the land use, intensity, associated traffic information and analyses and phasing of the development considered in the TIA. Should any of these assumptions change, the applicant may need to complete a new TIA, or update the TIA as required by code at the time of site plan application. 7. Street Impact Fee Ordinances 20201220-061 [https://www.austintexas.gov/edims/document.cfm?id=352887] and 20201210- been 062 [https://www.austintexas.gov/edims/document.cfm?id=352739] have adopted by City Council and are effective as of December 21, 2020. The City shall start collecting street impact fees with all building permits issued on or after June 21, 2022. For more Fee website visit [austintexas.gov/streetimpactfee]. information please the Street Impact Figure 1: Site Location Page 2 of 7 14 of 38B-4 Figure 2: Transportation Mitigation Locations Assumptions: 1. The TIA assumes that the development will be completed by 2023. 2. The project will have two access points: the primary driveway will exist along Academy Drive across from Ravine Drive and will serve all land uses. A second driveway will exist on Melissa Lane just north of the intersection with Le Grande Avenue that will provide access to the residential units only and will not have any parking provided for other land uses. 3. Based on TxDOT Traffic Count Database System (TCDS), a 2% annual growth rate was assumed to account for the increase in background traffic. 4. Various growth factors were calculated to account for COVID-19 traffic conditions. 5. Transportation Demand Management (TDM) measures would reduce vehicle trips by 30%. A robust TDM plan will be submitted at the time of first site plan. 6. Listed below are the background projects that were assumed to contribute trips to surrounding roadway network in addition to forecasted site traffic: a. The Magdalena Hotel: SP-2015-0345CT(R1) b. 425 Riverside PUD: SP-2017-0494C 7. It should be noted that during this review, Capital Metro’s Project Connect Plan was adopted and the design of all the rail lines are currently in progress. The design of Project Connect, particularly the Orange Line, might potentially affect traffic operations along South Congress Avenue and at Academy Drive. This may affect the operational assumptions contained in this TIA. ATD may require additional analysis at time of site plan if Project Connect’s plans become more refined and alter traffic patterns along South Congress at the Academy Drive intersection. Page 3 of 7 15 of 38B-4 8. At the time of first site plan, the following must be submitted for ATD’s review and approval: a TDM plan, a traffic control plan for the music venue, the location of on- site TNC pick-up/drop- off, driveway design at Academy Drive that includes vehicle and truck turning templates, the location of for loading/unloading activities, and a final internal circulation design. Proposed Conditions: Trip Generation and Land Use Based on the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition), the development will generate approximately 3,933 unadjusted average daily vehicles trips (ADT) at full build out. ITE Trip Generation Manual (10th Edition) does not capture the trip generation for music venue and museum as land uses, therefore, local data was used for these land uses. Due the significant number of vehicle trips and the anticipated traffic load on the roadway network, the applicant has committed to a Transportation Demand Management (TDM) Plan to reduce their site vehicle trips by 30%. Table 1 shows the adjusted trip generation after existing trips and TDM reductions. Table 1: Adjusted Trip Generation ITE Code Proposed Land Use Size / Unit AM PM 710 820 General Office Shopping Center 932 High-Turnover Restaurant 220 Multifamily Housing (Low Rise) 120 * * Music Venue Museum 24-Hour Two Way Volume (Approx.) 646 674 897 866 650 200 83 154 80 57 0 0 70 50 78 69 65 20 60,000 4,000 8,000 10,000 4,000 SF SF SF DU SF SF Note: * marked denotes Local data used Unadjusted Trips 3,933 374 352 Existing Trips (593) (78) (64) Subtotal 3,340 296 288 TDM Reduction (30%) (1,002) (89) (86) Total Adjusted Trips 2,338 207 202 Page 4 of 7 16 of 38B-4 Transportation Demand Management (TDM) The applicant has committed to a 30% TDM reduction to meet certain vehicle trip reduction targets. In the TDM plan, the applicant has identified several measures that could be incorporated with the site to achieve the targeted vehicle trip reduction. The applicant identified the following key TDM measures to reach the reduction target: • Transit Elements (up to 7%) • Pedestrian Access and Connectivity (5%) • Bicycle Access and Connectivity (5%) • Bicycle Parking (0.5%) • Showers & Lockers (0.5%) • Unbundled Parking (6%) • Limit Parking Supply (6%) • TDM Coordinator (1%) • TMA Membership (3%) The applicant has the flexibility to pick and choose other relevant TDM measures at the time of site plan. Page 5 of 7 17 of 38B-4 Summary of Recommended Improvements: Table 2a: Recommended Improvements (Fee-in-Lieu) Intersection Improvement Cost Developer’s Share % Developer’s Share $ South Congress Ave & Academy Dr/Nellie St Signal Modifications $5,000 100% $5,000 Total $5,000 - $5,000 Table 2b: Recommended Improvements (Construction) Intersection Improvement Cost Developer’s Share % Developer’s Share $ East Riverside Dr & Newning Ave $150,000 100% $150,000 Pedestrian Hybrid Beacon (PHB) Le Grande Ave (north) from Melissa Ln to Hillside Ave Le Grande Ave (south) from Melissa Ln to Hillside Ave Melissa Ln (east) from Le Grande Ave to Academy Dr Newning Ave (east) from E Riverside Dr to Le Grande Ave Academy Dr (south) from ±200 ft west of Ravine Dr to ±50 ft east of Ravine Dr Total Approximately 1,580 LF of 5 ft wide sidewalk construction $189,600 100% $189,600 $339,600 - $339,600 Page 6 of 7 18 of 38B-4 If you have any questions or require additional information, please contact me at 512-974-4073. Nazlie Saeedi, P.E. Austin Transportation Department Page 7 of 7 19 of 38B-4 Appendix A – Neighborhood Traffic Analysis 20 of 38B-4 Neighborhood Traffic Analysis 200 Academy in Austin, Texas Prepared for: Spearhead Properties, LLC Submitted to: City of Austin May 7, 2021 32205905.00 21 of 38B-4 at three locations: The following letter summarizes the neighborhood traffic analysis (NTA) near the proposed 200 Academy project located at 200 Academy Drive in Austin, TX. WGI has collected 24-hour, bi-directional tube counts Le Grande Avenue west of Hillside Avenue  Academy Drive between Music Lane and Ravine Drive   Newning Avenue between Le Grande Avenue and East Riverside Drive  Melissa Avenue between Le Grande Avenue and Bonniview Street We have also estimated trip generation per the provided site plan and land uses included in the proposed development project. Finally, these potential trips are distributed to the roadway network based on volumes obtained in the data collection. DATA COLLECTION WGI collected 24-hour, bi-directional tube counts on Le Grande Avenue, Newning Avenue and Melissa Avenue on Tuesday, July 21, 2020. Tube counts on Academy Drive were collected on Tuesday, March 23, 2021. Since these tube counts were collected during the COVID-19 pandemic, an adjustment was made in order to account for the atypical/low volumes. This methodology was suggested by the Austin Transportation Department.  AM Peak Hour: Tube Count / (1-65%)  PM Peak Hour: Tube Count / (1-50%)  Daily: Tube Count / (1-57.5%) The count data are included as Attachment 1 and are summarized in Table 1 the four roadways. Attachment 2 provides a concept plan for the project. Melissa Avenue currently serves zero driveways between Le Grande Avenue and Academy Drive and has 30 feet of pavement. Melissa Lane has two unstriped lanes with curb and gutter, no sidewalk on the east and west side. Academy Drive provides a signalized access from South Congress with a pavement width of approximately 35 feet; however only westbound left-turn movements are allowed for vehicles turning from Academy Drive. Academy Drive has two unstriped lanes, sidewalk gaps on the north and south side. Le Grande Avenue west of Hillside Avenue is a small neighborhood roadway serving three single-family home driveways and connects Hillside Avenue to Melissa Avenue. Newning Avenue provides right-in, right-out access to East Riverside Drive. TABLE 1: DATA COLLECTION SUMMARY Time Direction Le Grande Avenue Newning Avenue Melissa Avenue Academy Drive Volume Time Volume Time Volume Time Volume Time Daily1 EB/NB WB/SB 132 144 - - 1087 958 - - 47 85 - - 1198 1228 - - Letter | Spearhead Properties, LLC | 200 Academy NTA | May 7, 2021 | Page 1 of 4 22 of 38B-4 TABLE 1: DATA COLLECTION SUMMARY Time Direction Le Grande Avenue Newning Avenue Melissa Avenue Academy Drive Volume Time Volume Time Volume Time Volume Time AM Peak Hour PM Peak Hour EB/NB WB/SB EB/NB WB/SB 9 14 3 5 8:00 – 9:00 AM 5:00 – 6:00 PM 50 47 43 56 7:00 – 8:00 AM 5:00 – 6:00 PM 2 5 2 2 8:00 – 9:00 AM 4:00 – 5:00 PM 103 63 58 82 8:00 – 9:00 AM 4:00 – 5:00 PM Notes: 1. Source: WGI, 2020. These traffic counts were adjusted by a City‐approved factor as they were collected during the COVID‐19 pandemic. PROJECT TRIP GENERATION The project would include approximately 60,000 square feet of office space, 4,000 square feet of retail, 8,000 square feet of restaurant space, 120 dwelling units of multifamily housing, a 4,000 square foot museum and a 10,000 square foot music venue. The Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition) was used to develop trip generation estimates for the proposed use. A 54,945 square-foot office space building currently exists on the Project site location. This existing land use amounts to 593 daily trips, with 78 occurring during the AM peak hour and 64 occurring during the PM peak hour. Trip generation estimates are summarized below in Table 3. TABLE 3: TRIP GENERATION ESTIMATES Description Land Use ITE Code Units Daily Weekday AM Peak Weekday PM Peak Total In Out Total In Out Total Office General Office 60,000 SQFT 646 71 12 83 11 59 70 Retail Shopping Center 4,000 SQFT 674 59 154 24 26 Services High-Turnover Restaurant 8,000 SQFT 897 Residential Multifamily Housing Low-Rise 220 120 DU 866 Services Music Venue 10,000 SQFT 650 - Museum 4,000 SQFT 200 95 44 13 0 0 36 44 0 0 80 57 0 0 48 30 44 25 33 32 10 10 50 78 69 65 20 710 820 932 * * Existing Trips -593 -67 -11 -78 -10 -54 -64 Subtotal 3,340 156 140 296 160 128 288 30% TDM Reduction -1,002 -47 -42 -89 -48 -38 -86 Total Trips 2,338 109 98 207 112 90 202 Source: WGI., 2020. Letter | Spearhead Properties, LLC | 200 Academy NTA | May 7, 2021 | Page 2 of 4 23 of 38B-4 PROJECT TRIP DISTRIBUTION AND NTA DIAGRAMS Access would be provided via one access to Academy Drive across from Ravine Drive and one access to Melissa Lane. It should be noted that the Melissa Lane access will be for residents only; all other patrons of the Project site will enter and exit via the Academy Drive access. Table 4 shows the distribution to each of the two roads during the three time periods for both scenarios. These percentages were derived by calculating the average of AM entering and exiting volumes and PM entering and exiting volumes at the site driveway on Melissa Lane. It should be noted that some residential traffic is anticipated to enter and exit via Academy Drive. This is reflected in the trip distribution shown in Table 4. Attachment 3 provides a general map of the area. Table 5 shows the change in traffic along Melissa Lane by comparing the existing traffic to the addition of the proposed site traffic. To be conservative, all residential traffic has been assumed to be entering and exiting via Melissa Lane in order to depict the highest traffic volume anticipated on Melissa Lane. TABLE 4: TRIP DISTRIBUTION Roadway Trip Distribution by Percent Melissa Avenue Academy Drive TOTAL Source: WGI, 2020. 22% 78% 100% TABLE 5: CHANGE IN TRAFFIC Roadway Existing Traffic (vpd) Proposed New Site Traffic (vpd) Overall Traffic (vpd) Percentage Increase in Traffic Melissa Lane 132 866 998 86.77% Source: WGI, 2020. According to Section 25-6-116 of the Land Development Code, streets which have pavement width between 30 feet and 39 feet are considered to be operating at an undesirable traffic level if the average daily traffic volume for such roadways exceeds 1,800 vehicles per day. Melissa Lane is currently operating at a desirable level and will continue to do so with the addition of the proposed site traffic. Attachments 4A, 4B, and 4C show the existing counts and trip distribution for Academy Drive, Melissa Lane, Le Grande Avenue and Newning Avenue for daily trips and during the AM and PM peak hours. Letter | Spearhead Properties, LLC | 200 Academy NTA | May 7, 2021 | Page 3 of 4 24 of 38B-4 Please contact me at (512) 582-5569 or ravali.kosaraju@WGInc.com with any questions or comments. Sincerely, Ravali Kosaraju, P.E., PTOE Mobility Market Leader Attachments Attachment 1 – Traffic Count Data Attachment 2 – Concept Plan Attachment 3 – Project Area Attachment 4A – NTA Diagram (Daily Trips) Attachment 4B – NTA Diagram (AM Peak Hour) Attachment 4C – NTA Diagram (PM Peak Hour) Letter | Spearhead Properties, LLC | 200 Academy NTA | May 7, 2021 | Page 4 of 4 25 of 38B-424 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Le Grande Ave west of Hillside Ave SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15254402 QC JOB #: DIRECTION: EB DIRECTION: DATE: Jul 21 2020 - Jul 21 2020 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 21 Jul 20 0 0 0 0 0 0 2 4 4 77 3 4 2 5 88 4 2 2 2 3 3 1 0 0 56 100% 100% 9:00 AM 7 2:00 PM 8 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 0 0 0 0 0 0 2 4 4 77 3 4 2 5 88 4 2 2 2 3 3 1 0 0 56 100% 9:00 AM 7 2:00 PM 8 Average Week Average Week Hourly Traffic Hourly Traffic 0 0 0 0 0 0 2 4 4 77 3 4 2 5 88 4 2 2 2 3 3 1 0 0 56 9:00 AM 7 2:00 PM 8 Comments: Report generated on 7/22/2020 5:56 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 26 of 38B-424 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Le Grande Ave west of Hillside Ave SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15254402 QC JOB #: DIRECTION: WB DIRECTION: DATE: Jul 21 2020 - Jul 21 2020 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 21 Jul 20 0 0 1 1 1 1 4 5 6 5 4 77 77 2 3 1 3 3 3 3 0 1 0 0 61 100% 100% 11:00 AM 7 12:00 PM 7 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 0 0 1 1 1 1 4 5 6 5 4 77 77 2 3 1 3 3 3 3 0 1 0 0 61 100% 11:00 AM 7 12:00 PM 7 Average Week Average Week Hourly Traffic Hourly Traffic 0 0 1 1 1 1 4 5 6 5 4 77 77 2 3 1 3 3 3 3 0 1 0 0 61 11:00 AM 7 12:00 PM 7 Comments: Report generated on 7/22/2020 5:56 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 27 of 38B-424 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Newning Ave between Le Grande and Riverside SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15254403 QC JOB #: DIRECTION: NB DIRECTION: DATE: Jul 21 2020 - Jul 21 2020 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 21 Jul 20 3 4 0 0 4 1 9 21 22 3838 30 35 31 4343 37 42 27 27 30 19 19 13 4 3 462 100% 100% 9:00 AM 38 1:00 PM 43 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 3 4 0 0 4 1 9 21 22 3838 30 35 31 4343 37 42 27 27 30 19 19 13 4 3 462 100% 9:00 AM 38 1:00 PM 43 Average Week Average Week Hourly Traffic Hourly Traffic 3 4 0 0 4 1 9 21 22 3838 30 35 31 4343 37 42 27 27 30 19 19 13 4 3 462 9:00 AM 38 1:00 PM 43 Comments: Report generated on 7/22/2020 5:56 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 28 of 38B-424 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Newning Ave between Le Grande and Riverside SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15254403 QC JOB #: DIRECTION: SB DIRECTION: DATE: Jul 21 2020 - Jul 21 2020 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 21 Jul 20 2 2 3 0 8 3 18 24 21 26 22 2727 32 29 24 26 20 3535 24 26 18 10 6 1 407 100% 100% 11:00 AM 27 5:00 PM 35 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 2 2 3 0 8 3 18 24 21 26 22 2727 32 29 24 26 20 3535 24 26 18 10 6 1 407 100% 11:00 AM 27 5:00 PM 35 Average Week Average Week Hourly Traffic Hourly Traffic 2 2 3 0 8 3 18 24 21 26 22 2727 32 29 24 26 20 3535 24 26 18 10 6 1 407 11:00 AM 27 5:00 PM 35 Comments: Report generated on 7/22/2020 5:56 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 29 of 38B-424 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Melissa Ave between Le Grande and Bonniview SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15254404 QC JOB #: DIRECTION: NB DIRECTION: DATE: Jul 21 2020 - Jul 21 2020 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 21 Jul 20 0 0 0 0 1 0 0 1 1 33 2 2 1 22 0 2 1 0 0 2 1 1 0 0 20 100% 100% 9:00 AM 3 1:00 PM 2 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 0 0 0 0 1 0 0 1 1 33 2 2 1 22 0 2 1 0 0 2 1 1 0 0 20 100% 9:00 AM 3 1:00 PM 2 Average Week Average Week Hourly Traffic Hourly Traffic 0 0 0 0 1 0 0 1 1 33 2 2 1 22 0 2 1 0 0 2 1 1 0 0 20 9:00 AM 3 1:00 PM 2 Comments: Report generated on 7/22/2020 5:56 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 30 of 38B-424 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Melissa Ave between Le Grande and Bonniview SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15254404 QC JOB #: DIRECTION: SB DIRECTION: DATE: Jul 21 2020 - Jul 21 2020 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 21 Jul 20 0 0 0 0 0 0 2 1 2 1 0 66 3 4 2 1 1 0 55 1 4 3 0 0 36 100% 100% 11:00 AM 6 6:00 PM 5 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 0 0 0 0 0 0 2 1 2 1 0 66 3 4 2 1 1 0 55 1 4 3 0 0 36 100% 11:00 AM 6 6:00 PM 5 Average Week Average Week Hourly Traffic Hourly Traffic 0 0 0 0 0 0 2 1 2 1 0 66 3 4 2 1 1 0 55 1 4 3 0 0 36 11:00 AM 6 6:00 PM 5 Comments: Report generated on 7/22/2020 5:56 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 31 of 38B-424 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Academy Dr East of Music Ln SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15389801 QC JOB #: DIRECTION: EB DIRECTION: DATE: Mar 23 2021 - Mar 23 2021 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 23 Mar 21 2 0 0 0 2 0 19 22 36 32 31 4747 6060 42 31 31 29 24 25 27 23 12 8 6 509 100% 100% 11:00 AM 47 12:00 PM 60 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 2 0 0 0 2 0 19 22 36 32 31 4747 6060 42 31 31 29 24 25 27 23 12 8 6 509 100% 11:00 AM 47 12:00 PM 60 Average Week Average Week Hourly Traffic Hourly Traffic 2 0 0 0 2 0 19 22 36 32 31 4747 6060 42 31 31 29 24 25 27 23 12 8 6 509 11:00 AM 47 12:00 PM 60 Comments: Report generated on 3/24/2021 11:52 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 32 of 38B-424 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Academy Dr East of Music Ln SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15389801 QC JOB #: DIRECTION: WB DIRECTION: DATE: Mar 23 2021 - Mar 23 2021 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 23 Mar 21 2 0 1 0 2 3 5 18 22 29 38 4040 6060 32 40 50 41 35 28 28 21 10 8 9 522 100% 100% 11:00 AM 40 12:00 PM 60 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 2 0 1 0 2 3 5 18 22 29 38 4040 6060 32 40 50 41 35 28 28 21 10 8 9 522 100% 11:00 AM 40 12:00 PM 60 Average Week Average Week Hourly Traffic Hourly Traffic 2 0 1 0 2 3 5 18 22 29 38 4040 6060 32 40 50 41 35 28 28 21 10 8 9 522 11:00 AM 40 12:00 PM 60 Comments: Report generated on 3/24/2021 11:52 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 33 of 38B-434 of 38B-4Attachment 3Project AreaProject Site35 of 38B-4Attachment 4ADaily Traffic VolumesEB = 1,198 VPDWB = 1,228 VPDEB = 132 VPD WB = 144 VPDNB = 47 VPD SB = 85 VPDNB = 1,087 VPD SB = 958 VPDProject SiteVPD = Vehicles per Day36 of 38B-4Attachment 4BAM Peak Hour VolumesEB = 103 VPHWB = 63 VPHEB = 9 VPHWB = 14 VPHNB = 2 VPHSB = 5 VPHNB = 50 VPHSB = 47 VPHProject SiteVPH = Vehicles per Hour37 of 38B-4Attachment 4CPM Peak Hour VolumesEB = 58 VPHWB = 82 VPHEB = 3 VPHWB = 5 VPHNB = 2 VPHSB = 2 VPHNB = 43 VPHSB = 56 VPHProject SiteVPH = Vehicles per Hour38 of 38B-4