13 – 1 HISTORIC LANDMARK COMMISSION DEMOLITION AND RELOCATION PERMITS APRIL 2, 2025 PR-2025-026197; GF-2025-029887 4523 AVENUE B PROPOSAL Partially demolish and construct a second-floor addition to a ca. 1923 one-story house. PROJECT SPECIFICATIONS The proposed project removes a portion of the existing roof to construct a second-floor addition. Located approximately 12 feet from the front wall of the house, the addition is clad in horizontal fiber cement siding. It is roughly square in plan and capped with a hipped roof of similar slope to the existing roof. The proposed fenestration is regular in distribution and consists of 1:1 sash, casement, and fixed windows. ARCHITECTURE One-story masonry house with partial-width porch, pyramidal hipped roof with exposed rafter tails, and 1:1 arched windows and doors. RESEARCH Bricklayer and Swedish immigrant Axel Arnhamn constructed the home around 1923 after moving from a farm in Manor around 1919. Svenskarne i Texas i Ord Och Bild, 1838-1918 (Swedes in Texas in Words and Pictures, 1838-1918), compiled by Ernest Severin, describes the Swedish families immigrating to Texas over that period. Severin’s writeup on the Arnhamn family details their journey up to 1919: Among the emigrants who in recent years have come to New Sweden, Texas, and settled as farmers, is Axel Arnhamn. The son of master carpenter Anders William Arnhamn, he was born in Munkaljungby parish in Skåne in 1853 and came with his parents to Höja parish in 1859. He attended the parish's elementary school, then learned the bricklayer's trade from his uncle Wilson in Helsingborg, got America fever and landed in 1906 in the great city of New York. He worked there at his trade one year and then came to New Sweden to his sister and brother-in-law, Rev. Alfred L. Scott. He worked during his first years in New Sweden as a laborer. In later years he rented land and is at present farming Mrs. C.M. Nygren's beautiful homestead in New Sweden. He married Esther Larson in 1910. She was born in 1887 in Ljungarum parish, Småland, and emigrated in 1906 from Rogberga parish, the same county, to the United States, first coming to New Sweden, Texas, to her relatives the C.A. Gustafsons. The couple's sons, Fingal and Werner, were born in 1913 and 1917 … […] Uno Arnhamn emigrated to America in the fall of 1907 to his sister and brother-in-law, Pastor Alfred Scott in New Sweden. His traveling party from …
GENERAL NOTES: All dimensions shall be checked on site. NOTES: See drawing 011 for site and tree notes TREE LEGEND: Any discrepancies in the drawings shall be brought to the attention of the designer. Any variations from these drawings shall be approved by the designer. SITE INFORMATION: Site information taken from survey performed by Big Sky Surveying 07/19/23, Felix M Gonzalez 5418 Tree trunk Critical Root Zone 1/2 Critical Root Zone 1/4 Critical Root Zone Protective fencing Protective mulch LEGEND: Existing wall: New wall: LEGAL DESCRIPTION: Lot 4, Block 7, Hyde Park, Vol 2, Page 130 PRTCT, City of Austin, County of Travis PROPOSED AREA CALCULATIONS: Proposed Gross Conditioned Space: 2,323ft2 First Floor: 1,493ft2 Second Floor: 884ft2 Proposed Gross Unconditioned Space: 231ft2 PROPOSED IMPERVIOUS COVER: Lot Area: 7,801ft2 Max Allowable Building Coverage @ 40%: 3,120ft2 Max Allowable Total Impervious Coverage @ 45%: 3,510ft2 Building Coverage: House: 1,439ft2 Front Porch: 157ft2 Garage: 231ft2 Shed: 162ft2 Total Building Coverage: 1,989ft2 25.5% lot coverage Impervious Coverage: Concrete Driveway: 864ft2 Concrete Walkway: 126ft2 Wood Deck @ 50%: 141ft2 A/C Pad: 9ft2 Total Impervious Coverage: 1,140ft2 14.6% lot coverage Total Building + Impervious Coverage: 3,129ft2 / 40.1% FRONT YARD IMPERVIOUS COVER: Front Yard Area: 1,246ft2 Max Allowable Coverage @ 40%: 498ft2 Impervious Coverage: Front Porch: 125ft2 Concrete Driveway: 241ft2 Concrete Walkway: 126ft2 Total Impervious Coverage: 492ft2 39.5% front yard coverage TREES: T1 Live Oak T2 Pecan T3 Pecan T4 Pecan T5 Ligustrum T6 Arizona Ash T7 Pecan T8 Pecan T9 Pecan T10 Pecan 19" diameter 31" diameter 23" diameter 25" diameter 18" diameter 18" diameter 20" diameter 16" diameter 30" diameter 25" diameter 10' setback line incoming overhead power line shed in place since at least 1958 20 01 3 62 7. 1 2 N G shed R5' 0"1/4CRZ R4' 0"1/4CRZ R10' 0" 1/2CRZ R8' 0" 1/2CRZ 2 R 0' 0 " R Z C R 1 6' 0 " R Z C T7 T8 20 2 62 7. 2 9 F N B1 N G 20 1 62 7. 4 8 F N B1 N G privacy fence property line 5' building setback line tent 2 low point 628.38' plywood placed over 8" of mulch 6 62 8. 2 5 C P T N S 6 0D R15' 0" 1/2CRZ R7' 6"1/4CRZ " 0 - ' 0 4 12 19 62 8. 4 1 F N B1 N G 0' 0 " R Z …
HISTORIC LANDMARK COMMISSION DEMOLITION AND RELOCATION PERMITS APRIL 2, 2025 PR-2025-142715; GF-2025-030365 HOUSE PARK 1301 SHOAL CREEK BOULEVARD 14 – 1 PROPOSAL PROJECT SPECIFICATIONS Repair grandstands, make ADA improvements, and replace non-original press box at a ca.1936-39 playing field. 1) Repair failing concrete structural supports at east and west grandstands. 2) Repaint existing grandstands and walls at currently painted surfaces only. 3) Replace existing ramps at east and west grandstands with new ADA-compliant ramps in same location. 4) Demolish existing non-original press boxes (ca. 1960s; remodeled 1986) at east and west grandstands and construct a replacement freestanding press box at the east grandstand. The proposed press box is two stories in height, with a flat roof and vertical siding. Full-height fixed windows look onto the field, and a three-story staircase structure provides egress. ARCHITECTURE RESEARCH DESIGN STANDARDS The existing press boxes are one-story structures with board-and-batten siding and shed roofs, attached to the east and west grandstands. House Park, originally a pasture donated to the City in 1903 by Colonel Edward House, made its official debut as the home of the Austin High Maroons in the 1930s after being used as baseball and football fields for decades. The grandstands, field house (now demolished) and ticket booth were constructed between 1936 and 19401 as part of a larger PWA-funded project initiated by AISD2, and the scoreboard and north grandstand (demolished) followed in 1947.3 The House Park grandstand and ticket booth were designed by Giesecke & Harris and built by J. R. Blackmore and Sons.4 The City of Austin’s Historic Design Standards (March 2021) are based on the Secretary of the Interior’s Standards for Rehabilitation and are used to evaluate projects at potential historic landmarks. The following standards apply to the proposed project: Institutional buildings 1.1 Ensure that the building’s historic character is preserved through careful repair and maintenance of historic materials. The proposed project includes repair and maintenance of historic concrete elements. 1.2 Additions to an institutional building may not be appropriate. The proposed new press box addition appears somewhat appropriate but may overwhelm the smaller-scale grandstands. 1.3 Locate additions to be subordinate to the historic building, keeping in mind that all sides of an institutional building may be significant. See 1.2. The size and scale of the new grandstand should be carefully considered to avoid excessive visibility, as the existing press boxes are unobtrusive in design and small in scale. …
Austin Independent School District: House Park West Grandstand 1936 Baseball Stand and Diamond pre- date football stadium North Grandstand estimated 1947 West Grandstand & tennis courts 1938/39 Field House 1940 House Park Aerial 1937 House Park Aerial 1952 Baseball Stand and Diamond demoed and relocated 38/39 Austin Independent School District House Park Stadium North Grandstands demo unknown date Press Boxes estimated 60/70s Tennis Courts 1977 Baseball stands and diamond removed Parking added between 1973 & 1981 New Field House 2009 Field House Demolished 2009 House Park 1985 House Park 2011 Field Turfed 2008 Austin Recreation Center 1986 Austin Independent School District House Park Stadium House Park Stadium Improvements 3 New Freestanding Press Box East side ADA Ramps East & West Grandstand Concrete repair and repainting Easts & West Grandstand Concrete Repairs 4 • Concrete patch repairs of slabs, beams, walls, risers, and columns • Concrete repairs are only for the structural integrity of the grandstand ADA Access Ramp Improvements 5 • The existing ramps to the East and West grandstands currently do not meet ADA requirements • Existing ramps will be replaced with new ADA compliant ramps Existing East Grandstand Ramp Existing West Grandstand Ramp Grandstand Painting 6 • Existing painted surfaces of perimeter grandstand and walls to be repainted East Grandstand Ramp West Grandstand Ramp East & West Press Boxes 7 • AISD House Park Stadium Improvements includes removal of existing East and West Press Boxes • Press Boxes added to grandstands estimated 1960s (date to be verified) • Press boxes renovation 1986 • Existing press boxes do not have ADA access • Existing press boxes do not have emergency exit outside of the floodplain • Structural assessment completed 2016 identified multiple structural deficiencies to existing press boxes East Grandstand Ramp West Grandstand Ramp House Park Site 8 • The House Park site lies within a floodplain • The existing press boxes do not allow for egress out of the flood plain • The newly designed Freestanding Press Box allows for egress out of the floodplain East Grandstand Ramp West Grandstand Ramp Existing East Grandstand Press Box East Press Boxes 9 Conceptual Freestanding East Grandstand Press Box East Grandstand Ramp West Grandstand Ramp AISD: House Park East Press Box 1 0 • New press box honors the legacy of the House Park Stadium, while providing an opportunity for 21st century use and learning opportunities for staff and students • …
15TH STREET . D V L B R A M A L H T R O N S H O A L C R E E K B L V D . W 15TH STREET W 13TH STREET E V T A S E W W 15TH STREET E V T A S E W W 14TH STREET W 13TH HALF STREET N SITE PLAN APPROVAL SP-2023-XXXXC CASE NUMBER ________________ APPLICATION DATE:____________ APPROVED ON ____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE (LDC 25-5-81) ____________ CASE MANAGER __________ 03/28/2024 _______________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE __________ ZONING ______________ SF-3, P 21 SHEET ____ OF ____ BM-104 CHISELED SQURE IN CURB ELEVATION = 476.61' 15TH STREET . D V L B R A M A L H T R O N S H O A L C R E E K B L V D . BM-103 CHISELED SQURE IN CURB ELEVATION = 471.91' W 15TH STREET W 15TH STREET W 13TH STREET W 13TH STREET E E V V T A T A S S E E W W W 15TH STREET W 15TH STREET E E V V T A T A S S E E W W W 14TH STREET W 14TH STREET W 13TH HALF STREET W 13TH HALF STREET N SITE PLAN APPROVAL SP-2023-XXXXC CASE NUMBER ________________ APPLICATION DATE:____________ APPROVED ON ____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE (LDC 25-5-81) ____________ CASE MANAGER __________ 03/28/2024 _______________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE __________ ZONING ______________ SF-3, P 21 SHEET ____ OF ____ . D V L B R A M A L H T R O N S H O A L C R E E K B L V D . BM-103 CHISELED SQURE IN CURB ELEVATION = 471.91' NOTE: UNDERGROUND MAINS SUPPLYING NFPA 14 SPRINKLER SYSTEMS MUST BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 13, AND THE FIRE CODE, BY A LICENSED SPRINKLER CONTRACTOR WITH A PLUMBING PERMIT. THE ENTIRE MAIN MUST BE HYDROSTATICALLY TESTED AT ONE TIME, UNLESS ISOLATION VALVES ARE PROVIDED BETWEEN TESTED SECTIONS N SITE PLAN APPROVAL SP-2023-XXXXC CASE NUMBER ________________ APPLICATION DATE:____________ APPROVED ON ____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE …
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1/2" TYP. SUPPORTING MEMBER . I N M " 2 / 1 E P O C O T 2" 3 1/2" MIN. 1/4 STEEL BEAM - SEE PLAN BEAM "N" "L" (INCHES) WELD SIZE PLATE THICKNESS " 2 / 1 1 " 2 / 1 1 S T L O B " N " S W O R . . C O " 3 @ " L " " 2 / 1 1 VIEW A-A 3/8" SHEAR PLATE W/ 3/4" Ø A325N THRU BOLTS WITH STD. HOLES - SEE NOTE 6 MINIMUM REQUIRED BOLT ROW SCHEDULE W8 - W10 W12 - W14 W16 - W18 W24 - W27 W21 W30 W30 - W36 2 3 4 5 6 7 8 6" 9" 12" 15" 18" 21" 24" 3/8" 3/8" 3/8" 3/8" 5/16" 5/16" 5/16" CAPACITY (LRFD) 24.8 KIPS 43.4 KIPS 62.5 KIPS 81.3 KIPS 89.1 KIPS 108 KIPS 127 KIPS 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" NOTES: 1. THIS CONNECTION DETAIL IS PROVIDED TO ASSIST THE DETAILER WHERE THIS CONNECTION DETAIL IS USED. NO CALCULATIONS ARE REQUIRED TO BE SUBMITTED FOR REVIEW, PROVIDED THAT ALL ASPECTS OF THE CONNECTIONS CONFORM TO THIS DETAIL. 2. ALL CONNECTIONS IN THE DRAWINGS WHICH ARE NOT COVERED BY THIS CONNECTION DETAIL MUST BE DESIGNED BY THE DETAILER. SIGNED AND SEALED DESIGN CALCULATIONS MUST BE SUBMITTED BY A REGISTERED ENGINEER FOR SUCH CONNECTION CONDITIONS. 3. AT THE DETAILER'S OPTION, ALTERNATE CONNECTION DETAILS MAY BE SUBMITTED FOR USE ON THIS PROJECT. ALTERNATE CONNECTION DETAILS MUST BE ACCOMPANIED BY DESIGN CALCULATIONS THAT ARE SIGNED AND SEALED BY A REGISTERED ENGINEER. 4. THE TABULATED CAPACITIES ARE FACTORED LOADS (LRFD) 5. THE TABULATED CAPACITIES ARE BASED ON GRADE 50 BEAMS, A36 PLATES AND ANGLES, A325N BOLTS, AND E70XX ELECTRODES. 6. HORIZONTALLY SHORT SLOTTED HOLES MAY BE USED IN LIEU OF STANDARD HOLES EXCEPT FOR BEAMS WITHIN BRACED FRAMES, AT MOMENT CONNECTIONS, OR WITH HORIZONTAL FORCES NOTED ON PLAN. WF BEAM - SEE PLAN HSS COLUMN - SEE PLAN W/ 3/8" CAP PLATE WF BEAM COPED AS NECESSARY- SEE PLAN SEE TYPICAL SINGLE SHEAR PLATE CONNECTION DETAIL WF BEAM - SEE PLAN SEE TYPICAL SINGLE SHEAR PLATE CONNECTION DETAIL 1 TYPICAL SINGLE SHEAR PLATE CONNECTION 1 1/2" = 1'-0" TYPICAL WIDE FLANGE BEAM TO WIDE FLANGE BEAM SHEAR CONNECTION 1 1/2" = 1'-0" 2 TYPICAL BEAM TO HSS COLUMN CONNECTION 1 1/2" = 1'-0" 3 TYPICAL BEAM TO BEAM …
TYP ACCESSIBLE SINGLE OCCUPANT TOILET ROOM CONFIGURATIONS TOILET TYPES TOILET ACCESSORY LEGEND TA-1 GRAB BAR TA-7 SOAP DISPENSER- WALL MOUNT TA-8 FRAMED MIRROR TA-12 SANITARY NAPKIN DISPOSAL - WALL MOUNT TA-14 ROBE HOOK TA-15 UTILITY SHELF TA-17 SURFACE-MOUNTED PAPER TOWEL DISPENSER TA-25 TOILET TISSUE DISPENSER - TWIN JUMBO ROLL C.F.C.I. O.F.C.I. C.F.C.I. C.F.C.I. C.F.C.I. C.F.C.I. O.F.C.I. O.F.C.I. 2'-3" 5'-0" 5'-0" " 0 - ' 5 TA-14 <T1> 4'-0" " 5 - ' 1 17" " 7 - ' 4 " 6 - ' 7 R A E L C N M I " 5 - ' 1 " 7 - ' 4 " 6 - ' 7 R A E L C N M I " 0 - ' 3 " 6 FLOOR PLAN DESIGNATIONS <WS1> 8'-0" MIN CLEAR DOOR SWING IN FRONT OF LAVATORY <TR1> I N M " 5 1 " 5 X A M 4'-6" 1'-6" 1'-6" 4'-6" 1'-6" 1'-6" 1'-3" 1'-3" " 0 - ' 2 X A M " 7 - ' 1 30" X 48" CLEAR FLOOR SPACE STANDING LOCATION STANDING LOCATION " 6 - ' 1 A L C O V E 30" X 48" CLEAR FLOOR SPACE PLACE WATER FOUNTAIN FIXTURES IN AN ALCOVE TO PROVIDE FOR CANE DETECTION OR PROVIDE A CANE DETECTION SKIRT PLAN ACCESSIBLE RECESSED WATER FOUNTAIN <EWC1> <EWC3> PLAN ACCESSIBLE WALL MOUNTED WATER FOUNTAIN <EWC2> <EWC4> Has Bottle Filler <WS1> LAVATORY AND SINK NOTE: LAVATORY AND SINK ACCESSORIES MOUNTED TO WALL PERPENDICULAR TO PLUMBING WALL SHALL NOT EXTEND PAST LEADING EDGE OF SINK OR MORE THAN 4" INTO THE CLEAR FLOOR SPACE. 6'-10" MIN CLEAR IN SINGLE OCCUPANT TOILET ROOMS, THE DOOR SWING IS ALLOWED TO OVERLAP ALL CLEARANCES IF A 30X48 CLEAR AREA IS PROVIDED OUTSIDE OF THE DOOR SWING - TDLR TAS 603.2.3 EXCEPTION 2 3" MIN 1'-3" 1'-3" 1'-2" " 5 - ' 1 " 0 - ' 4 " 5 - ' 1 " 0 - ' 4 " 4 / 1 6 - ' 1 TA-8 TA-7 TA-17 " 4 / 1 6 - ' 1 TA-7 TA-8 TA-17 30" X 48" CLEAR FLOOR SPACE 30" X 48" CLEAR FLOOR SPACE ACCESSIBLE LAVATORY WITH ADJACENT WALL ACCESSIBLE LAVATORY 40" MAX. FOR MIRRORS INSTALLED ABOVE LAVATORIES OR COUNTERTOPS. 35" MAX. FOR MIRRORS NOT INSTALLED ABOVE LAVATORIES OR COUNTERTOPS. 1'-4" TA-15 TA-15 " 4 - ' 2 " 4 - ' 1 1'-0" 2'-4" " …
HISTORIC LANDMARK COMMISSION DEMOLITION AND RELOCATION PERMITS APRIL 2, 2025 PR-2025-025231; GF-2025-027260 6004 SPANCREEK CIRCLE X – 1 PROPOSAL Demolish a ca. 1961 house. ARCHITECTURE RESEARCH 6004 Spancreek Circle is a one-story residence constructed with Mid-century Modern and Ranch stylistic influences. It is clad in board-and-batten siding and is capped with a low-slope roof with an irregular roofline and deep eaves supported by exposed rafter tails. An original attached carport has been enclosed, though its flat-roofed form remains the same, and though some original windows appear to have been replaced by incompatible vinyl units, the openings appear unaltered. The house at 6004 Spancreek Circle was constructed in 1961 by builder Lloyd McLean for the 1961 Parade of Homes. In her National Register nomination for another Northwest Hills model home, Karen Twer discusses the importance of the Parade of Homes in Austin’s development history: By building model houses for events like the Parade of Homes, builders and developers could highlight the attractive and livable qualities of their volume-built houses and market new suburban developments to masses of potential homebuyers. As a kind of conceptual show window, their model houses needed to be centrally located…Not bounded by the existing urban landscape, developers could create the kind of neighborhoods second-time middle-class homebuyers were seeking. By hosting Parade of Homes events in outlying areas of growing cities, developers and builders were influential in shaping the suburban development of expanding cities like Austin. […] Builders and developers relied on architects to design the kind of distinctive houses that would rival custom-built houses…Model houses built for the Parade of Homes were collaborative interpretations of the kind of modern domestic lifestyle homebuyers dreamt of…In the 1960s, [Austin’s] Parade of Homes events continued focusing on largely undeveloped areas south and northwest of the city. In 1961, it was in Highland Hills, a neighborhood nestled between what is today the Mopac Expressway and Northwest Hills…In addition to the spectacle the events provided Austinites, Austin builders and developers understood the mass-marketing opportunity the Parade of Homes offered.1 “Perched near the crest of a scenic Northwest hill, on a level, landscaped homesite…nothing quite like it has been seen in Austin before, because it is a practical product of fertile imagination and skilled homebuilding,” extols the Austin-American Statesman. “Every room at 6004 Spancreek Circle is a dream of tomorrow that’s here today.”2 Despite its glowing reputation, the home’s first occupants, Cynthia and …
Exhibit B.2: SITES THAT ARE DESIGNATED AS HISTORICALLY OR ARCHEOLOGICALLY SIGNIFICANT SITES IN NEED OF TAX RELIEF TO ENCOURGE THEIR PRESERVATION RECEIVING THE PARTIAL EXEMPTION FROM AD VALOREM TAXES FOR FISCAL YEAR 2025-2026 Parcel Number Landmark Name 0205020506 0206051208 Pearl House Bar Bailetti House Address 221 Congress Avenue 1006 Waller Street Zoning Case Number FY25 Inspection Result C14H-1986-0040 C14H-1988-0022 Pass Pass
5450 Bee Caves Rd. Ste. 4B Austin, TX 78746 To whom it may concern, Opinion- The structure/house located at 2307 Bridle Path has multiple poorly executed additions. There is visible evidence of foundation deficiencies along with visible evidence of termite infestation. The siding on the front of the house is not original and has been replaced with Hardie cement siding. There have been many changes to the original house that are not congruent with the original architecture. It would be cost prohibitive to save this structure in its current condition. Donald Berry Senior Project Manager David Wilkes Builders LLC DW Residential LLC 5450 Bee Caves Rd., Suite 4B Austin, Texas 78746 davidwilkesbuilders.com
HISTORIC LANDMARK COMMISSION ARCHITECTURAL REVIEW COMMITTEE Wednesday, March 12, 2025 – 4:00PM Permitting and Development Center Conference Room 1401 6310 Wilhelmina Delco Dr Austin, TX 78752 Some members of the committee may be participating by videoconference Public comment will be allowed in-person or remotely via telephone. Speakers may only register to speak on an item once either in-person or remotely and will be allowed up to three minutes to provide their comments. Registration no later than noon the day before the meeting is required for remote participation by telephone. To register to speak remotely, use the QR code on this agenda. For questions, email preservation@austintexas.gov or call Sam Fahnestock at (512) 974- 3393. COMMITTEE MEMBERS: Kevin Koch Jaime Alvarez Harmony Grogan AGENDA CALL TO ORDER PUBLIC COMMUNICATION: GENERAL The first ten (10) speakers who register to speak no later than noon the day before the meeting will be allowed a three-minute allotment to address their concerns regarding items not posted on the agenda. DISCUSSION ITEMS 1. 2. 6706 Bluff Springs Rd. Horton-Duval House Council District 2 Proposal: Hazardous conditions abatement. Applicant: Marlayna Wright 1301 Shoal Creek Blvd. House Park Council District 9 Proposal: Press box replacement. Applicant: AISD/Dave Anderson 1807 E Cesar Chavez St. Berner-Clark-Mercado House Council District 3 Proposal: Paint exterior; replace windows; replace columns, handrails, baluster; re-install sashes; add ramp on back patio. Applicant: David Rudick 1412 Preston Ave. Old West Austin National Register Historic District Council District 10 Proposal: Convert carport to garage, addition/remodel to front entry and rear. Applicant: Carissa Travis 3. 4. 5. 705 West Lynn St. West Line National Register Historic District Council District 9 Proposal: Total demolition. Applicant: DAR Construction/Scott Turner ADJOURNMENT The City of Austin is committed to compliance with the American with Disabilities Act. Reasonable modifications and equal access to communications will be provided upon request. Meeting locations are planned with wheelchair access. If requiring Sign Language Interpreters or alternative formats, please give notice at least 2 days (48 hours) before the meeting date. Please call the Historic Preservation Office at 512-974-3393 for additional information; TTY users route through Relay Texas at 711. For more information on the Historic Landmark Commission, please contact Sam Fahnestock, Planner II, at 512-974-3393; Kalan Contreras, Historic Preservation Officer, at 512-974-2727. REGISTER TO SPEAK https://forms.office.com/g/7ReQu6LfJD ,£, First Floor () OD Coffee Shop South Elevator;; City of Austin Permitting and Development Center ' . Event Center Trahng …
Austin Independent School District: House Park West Grandstand 1936 Baseball Stand and Diamond pre- date football stadium North Grandstand estimated 1947 West Grandstand & tennis courts 1938/39 Field House 1940 House Park Aerial 1937 House Park Aerial 1952 Baseball Stand and Diamond demoed and relocated 38/39 Austin Independent School District House Park Stadium North Grandstands demo unknown date Press Boxes estimated 60/70s Tennis Courts 1977 Baseball stands and diamond removed Parking added between 1973 & 1981 New Field House 2009 Field House Demolished 2009 House Park 1985 House Park 2011 Field Turfed 2008 Austin Recreation Center 1986 Austin Independent School District House Park Stadium House Park Stadium Improvements 3 New Freestanding Press Box East side ADA Ramps East & West Grandstand Concrete repair and repainting Easts & West Grandstand Concrete Repairs 4 • Concrete patch repairs of slabs, beams, walls, risers, and columns • Concrete repairs are only for the structural integrity of the grandstand ADA Access Ramp Improvements 5 • The existing ramps to the East and West grandstands currently do not meet ADA requirements • Existing ramps will be replaced with new ADA compliant ramps Existing East Grandstand Ramp Existing West Grandstand Ramp Grandstand Painting 6 • Existing painted surfaces of perimeter grandstand and walls to be repainted East Grandstand Ramp West Grandstand Ramp East & West Press Boxes 7 • AISD House Park Stadium Improvements includes removal of existing East and West Press Boxes • Press Boxes added to grandstands estimated 1960s (date to be verified) • Press boxes renovation 1986 • Existing press boxes do not have ADA access • Existing press boxes do not have emergency exit outside of the floodplain • Structural assessment completed 2016 identified multiple structural deficiencies to existing press boxes East Grandstand Ramp West Grandstand Ramp House Park Site 8 • The House Park site lies within a floodplain • The existing press boxes do not allow for egress out of the flood plain • The newly designed Freestanding Press Box allows for egress out of the floodplain East Grandstand Ramp West Grandstand Ramp Existing East Grandstand Press Box East Press Boxes 9 Conceptual Freestanding East Grandstand Press Box East Grandstand Ramp West Grandstand Ramp AISD: House Park East Press Box 1 0 • New press box honors the legacy of the House Park Stadium, while providing an opportunity for 21st century use and learning opportunities for staff and students • …
ENGINEER OR GEN. CONTRACTOR TO VERIFY DRAWINGS BEFORE CONSTRUCTION SITE PLAN NOTES: SOIL: *2,000 PSF ALLOWABLE (ASSUMED) TO BE AT TIME OF EXCAVATION. SHALLOW AND MODERATELY DEEP, WELL-DRAINED SOIL FORMED IN MATERIAL WEATHERED FORM BASALT THAT HAS A SMALL AMOUNT OF LOESS IN THE UPPER PART OF THE PROFILE. THE PERMEABILITY IS ESTIMATED TO BE GOOD. SITE SURVEY TO VERIFY PIN LOCATIONS PRIOR TO EXCAVATION. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. ALL FINISH GRADES SHALL BE SMOOTH AND UNIFORM. EROSION CONTROL NOTES: 1. INSTALL SILT FENCE PRIOR TO ANY EXCAVATION OR CONSTRUCTION 2. MINIMIZE SITE DISTURBANCE BY TIGHT CONTROL OF EXCAVATION LIMITS. 3. ALL EXPOSED SOIL SHALL BE MULCHED WITH STRAW OR WOOD CHIPS TO MINIMIZE SOIL EROSION. NO SOIL SHALL BE LEFT IN AN EXPOSED CONDITION. IT IS RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCK PILE OF THIS MATERIAL ON SITE FOR QUICK APPLICATION. GRADING NOTES: 1. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. 2. ALL FINISH GRADES SHALL BE SMOOTH AND UNIFORM. 3. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. NOTE PRIOR TO CONSTRUCTION: ALL DIMENSIONING MUST BE CHECKED AND VERIFIED BEFORE CONSTRUCTION MAY BEGIN. S 60 ° E 75' - 0" 50' - 0" 20' - 11 7/16" 10' OF LOT 6 10' - 0" " 8 / 5 1 - ' 2 2 POOL 320 SFT 6 T O L 7 T O L POOL PUMP 75.00' " 0 - ' 5 " 0 - ' 0 1 " 1 1 - ' 2 1 " 0 - ' 2 2 7 T O L 8 T O L 15' - 0" WOOD FENCE 5' PUE 10' REAR SETBACK EXISTING POOL RESHAPE AND MAKE SMALLER ALL STRUCTURE TO REMAIN IN PLACE SF-3-NP MIN SET BACK 25ft INTERIOR SIDE YARD 5ft REAR YARD 10ft IMP COVER 45% BUILDING COVER 40% ORDINANCE 20100923-103 LOT OF 4,000 SFT OR LESS IMP COVER 65% DN 5' - 0" 15' OF LOT 8 SEE ZONING REPORT 5' - 0" 5' SIDE SETBACK SEE ZONING REPORT WOOD FENCE " 6 - ' 7 3 1 ' 0 5 . 7 3 1 ACCESS FOR CONSTRUCTION DRIVEWAY PAD TO EXTEND TO SETBACK 5' SIDE SETBACK WOOD FENCE ACCESS FOR CONSTRUCTION ' 0 5 . 7 3 1 A/C 6' - 10 7/16" " 8 - ' 2 2 LOT 6 E ° 0 6 N 15' - 6 1/4" CONCRETE DRIVE …
