22.1 - 300 W 34th St - Photos — original pdf

Backup

300 34TH ST UNIT A DEMOLITION 300 34th St. Austin, TX 78705 Project No. 077 Client Exmouth Holdings TX LLC PO Box 300264, Austin, TX 78703 Tel (713) 330 8050 jkhedari@exmouthholdings.com Architect Saint Elmo Architecture Studio 211 Rowland Dr, Austin, TX Tel (917) 573 1747 sergey@saintelmoarch.com ) . . W O R . UNIT B EXISTING 2-STORY WOOD FRAME ACCESSORY DWELLING UNIT (ADU) TO REMAIN (SEE SEPARATE ACTIVE 2025-047342 PR R- 434 ADDITION AND REMODEL) E ELECTRIC METER K C A B T E S D R A Y R A E R ' 5 1 ) T O L H G U O R H T ( EXISTING POWER POLE +602' ' 5 1 ( Y E L L A EXISTING CONCRETE RIBBON DRIVEWAYS TO REMAIN ' 3 3 . 8 4 W " 8 5 2 3 ° 2 6 S ' LOT 14 +600' +601' N27°27'02"E 150.00' 32'-5" PROPERTY LINE 5' SIDEYARD SETBACK DEMO A/C 3 ' - 0 " 1 2 ' - 1 1 " ' 1 1 - 6 " 3'-0" DEMO METAL SHED 9'-8" LOT 15 7,249.5 SF UNIT A DEMO EXISTING 1-STORY WOOD FRAME SINGLE FAMILY HOME INCLUDING FOUNDATION 8'-0" " 6 - ' 2 DEMO A/C 2'-6" 2 5 ' - 3 1 2 " 1'-10" 3 ' - 0 " DISCONNECT GAS METER G 1 0 ' - 1 " 6'-1" DEMO CONCRETE STEPS EXISTING CHAINLINK FENCE TO REMAIN PORTA POTTY 18'-31 2" 5' SIDEYARD SETBACK PROPERTY LINE +601' EDGE OF ASPHALT +602' +603' S27°27'02"W 150.00' HOME LANE EXISTING WIRE FENCE TO REMAIN EXISTING A/C EX. CONCRETE RIBBON DRIVEWAY +603' OVERHEAD POWER LINES (SEE AE CLEARANCE DIAGRAM) EDGE OF ASPHALT N EDGE OF ASPHALT No Description 01 DEMO PERMIT Date 5/22/2025 T E E R T S H T 4 3 T S E W ) . . W O R . ' 0 6 ( +597' +596' +596' +597' +598' +599' I E N L G N D L I U B I W OVERHEAD POWER LINES DISCONNECT WATER METER REMOVE ELECTRIC METER E 7 ' - 2 " 6'-0" 8 ' - 4 " 1 2 ' - 7 " EXISTING CONCRETE WALKWAY REMAIN DEMO CONCRETE PORCH AND STEPS 6'-0" 2'-9" 18'-61 2" 9 " 5'-8" 3'-7" 5 " 7'-9" 5 " 5 1 2 " 4 1 2 " 18'-6" DEMO CONCRETE WALKWAY AND STEPS 2'-9" ' 3 3 . 8 4 W " 8 5 2 3 ° 2 6 N ' WATER METER W EXISTING CONCRETE DRIVEWAY TO REMAIN " 0 - ' 2 " 0 - ' 2 17'-5" 17'-3" 22'-21 2" 22'-01 2" +598' CURB & GUTTER +599' DEMO CONCRETE RIBBON DRIVEWAY +600' CONSTRUCTION ACCESS ROUTE 5'-7" 11" 2 2 ' X 7 . 5 ' D U M P S T E R " 0 - ' 2 K C A B T E S D R A Y T N O R F ' 5 2 " 0 - ' 2 DEMO AND GENERAL NOTES: 1. UTILITY DISCONNECTS: PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS TO DISCONNECT AND CAP ALL ACTIVE SERVICES, INCLUDING BUT NOT LIMITED TO: 1.1. 1.2. 1.3. 1.4. 1.5. ELECTRIC SERVICE: CONTRACTOR SHALL COORDINATE WITH AUSTIN ENERGY TO PERMANENTLY DISCONNECT AND REMOVE ALL OVERHEAD ELECTRICAL SERVICE LINES LEADING FROM THE MAIN UTILITY LINE AT THE STREET TO THE RESIDENCE. THIS INCLUDES REMOVAL OF THE SERVICE DROP, WEATHERHEAD, AND METER. DISCONNECTION SHALL OCCUR AT THE POLE OR TRANSFORMER, PER UTILITY REQUIREMENTS. ALL WORK MUST BE PERFORMED BY A LICENSED ELECTRICIAN AND IN ACCORDANCE WITH AUSTIN ENERGY REGULATIONS AND THE CITY OF AUSTIN ELECTRICAL CODE. OBTAIN NECESSARY APPROVALS AND VERIFICATION OF DISCONNECTION BEFORE PROCEEDING WITH DEMOLITION. GAS SERVICE: DISCONNECT AT THE METER AND CAP AT THE MAIN PER TEXAS GAS SERVICE REGULATIONS. WATER SERVICE: DISCONNECT AND CAP LINE AT THE METER BOX PER AUSTIN WATER UTILITY STANDARDS. SANITARY SEWER: PROPERLY CAP SEWER LATERAL AT THE PROPERTY LINE OR AT A LOCATION APPROVED BY AUSTIN WATER UTILITY. TELECOM/CABLE: NOTIFY AND COORDINATE WITH SERVICE PROVIDERS FOR PROPER DISCONNECTION AND REMOVAL OF LINES IF PRESENT. PROJECT INFORMATION: PROJECT ADDRESS: LEGAL DESCRIPTION: ZONING DISTRICT: LOT AREA: MAXIMUM GFA MAXIMUM BUILDING COVERAGE: MAXIMUM IMPERVIOUS COVERAGE: MAXIMUM FAR FRONT YARD SETBACK: 2. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT CONSTRUCTION SAFETY REGULATIONS OF OSHA. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED CITY OF AUSTIN DEMOLITION PERMITS. PROVIDE ALL NECESSARY NOTIFICATIONS TO REGULATORY AGENCIES PRIOR TO INTERIOR SIDE YARD SETBACK: STREET SIDE YARD SETBACK: COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES (E.G., SILT FENCES, INLET PROTECTION) PER THE CITY OF AUSTIN ENVIRONMENTAL 5. 6. CRITERIA MANUAL PRIOR TO ANY EARTH-DISTURBING ACTIVITIES. FOLLOWING DEMOLITION, CLEAR SITE OF ALL DEBRIS, FILL EXCAVATIONS, AND RESTORE TO CLEAN, SAFE, AND LEVEL CONDITION IN COMPLIANCE WITH CITY OF AUSTIN REQUIREMENTS. IF ASBESTOS, LEAD-BASED PAINT, OR OTHER HAZARDOUS MATERIALS ARE SUSPECTED OR CONFIRMED, CONTRACTOR MUST COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING PROPER TESTING, ABATEMENT, AND DISPOSAL PRIOR TO DEMOLITION. C:\USERS\SB53247\DROPBOX\BELOV TEAM FOLDER\_SEAS\_PROJECTS\0077_300 W34 ST UNIT A - JAMES KHEDARI\CAD\AUTOCAD\SHEETS\G-1 GEN NOTES PLOT DEMO PLAN.DWG REAR YARD SETBACK (THROUGH LOT): 15 FT MAX. BUILDING HEIGHT: 30 FT MAX. ACCESSORY STRUCTURE HEIGHT: 25 FT 1 PLOT PLAN DEMO 1/8" = 1'-0" DRAWING LIST: G-1 PLOT PLAN DEMO, GENERAL NOTES TREE NOTES: THERE ARE NOT ANY PROTECTED TREES IN THE VICINITY OF THE PROJECT SITE EXISTING TO DEMOLISH EXISTING TO REMAIN 300 W34 ST UNIT A, AUSTIN, TX 78705 LOT 15 BLK 5 OLT 77 DIV D BUDDINGTON SUBD SF-3 NORTH UNIVERSITY NCCD 1A, RESIDENTIAL DISTRICT WEST 7,249.5 SQ.FT. 2,899.8 SF (40% OF LOT AREA) 2,899.8 SF (40% OF LOT AREA) 3,262.2 SF (45% OF LOT AREA) 40% (EQUALS 2,899.8 SF) AVERAGE OF FRONT YARD SETBACKS ON SAME SIDE OF STREET 5 FT MIN AVERAGE OF STREET SIDE YARD SETBACKS THAT FRONT THE SAME STREET (5 FT MIN) These drawings are for review, design and scope description only. No representation is made to the accuracy of the drawings with respect to existing conditions or dimensions. All consultants and contractors must verify any and all conditions and dimensions in the field which are critical to their work as required. Do not scale drawings: written dimensions govern. PLOT PLAN DEMO, GENERAL NOTES 0 4' 8' 16' Scale: 1/8" = 1'-0" Date: 05/22/25 G-1.0