14.3 - 1301 Shoal Creek Blvd - House Park - Site Plan and Drawings (1) — original pdf

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AUSTIN INDEPENDENT SCHOOL DISTRICT 4000 S. I-H 35 FRONTAGE RD. , AUSTIN , TEXAS 78704 Architecture - Engineering - Interiors 811 BARTON SPRINGS ROAD, SUITE 900 AUSTIN, TEXAS 78704 Structures Structural Engineer 4408 Burnet Rd , Austin , Texas 78756 Civilitude Civil Engineer 5110 Lancaster Ct. , Austin , Texas 78723 True North Consulting Group Technology/Security 13284 Pond Springs Rd , Ste 304 Austin , Texas 78729 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 8 0 : 7 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A Austin ISD Board of Trustees Andrew Gonzales, District 6 Candace Hunter, District 1 David Kauffman, District 7 Kathryn Whitley Chu, District 4 Dr. Kevin Foster, District 3, Vice President Arati Singh, At-Large Position 9, President Lynn Boswell, District 5, Secretary Noelita Lugo, At-Large Position 8 Ofelia Maldonado Zapata, District 2 Austin ISD Superintendent Matias Segura Austin ISD Chief Financial Officer Eduardo Ramos Mission: We believe every project has a mission and strive to design environments that have a purpose that extends far beyond form and function. NO. DESCRIPTION NO. DESCRIPTION Revisions: DATE DATE AUSTIN ISD 21-0034 HSEPK CSP NO. 24CSP043 HOUSE PARK STADIUM IMPROVEMENTS 1301 SHOAL CREEK BLVD, AUSTIN, TX, 78701 CONTRACT DOCUMENTS 05/10/2024 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS COVER SHEET G1.0 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 1 1 : 7 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A DRAWING INDEX DRAWING INDEX DRAWING INDEX DRAWING INDEX E8.1 E8.2 E9.1 E9.2 ONE-LINE, ELECTRICAL AND LIGHTING SCHEDULES ELECTRICAL SCHEDULES ELECTRICAL DETAILS ELECTRICAL DETAILS TECHNOLOGY T0.0 T1.0 T1.1 T3.0 T3.1 T3.2 T4.00 T5.00 T5.01 T5.02 T6.00 T6.01 T6.02 T6.03 T6.04 T7.00 T7.01 TECHNOLOGY - INDEX SHEET TECHNOLOGY - DEMO PLANS TECHNOLOGY - SITE PLAN TECHNOLOGY - SAFE ACCESS LEVEL & MECH MEZZANINE TECHNOLOGY - FIRST FLOOR PLAN TECHNOLOGY - SECOND FLOOR PLAN TECHNOLOGY - ENLARGEMENTS TECHNOLOGY - DETAILS TECHNOLOGY - DETAILS TECHNOLOGY - DETAILS TECHNOLOGY - SECURITY DETAILS TECHNOLOGY - SECURITY DETAILS TECHNOLOGY - SECURITY DETAILS TECHNOLOGY - SECURITY DETAILS TECHNOLOGY - SECURITY DETAILS TECHNOLOGY - AV DETAILS TECHNOLOGY - AV DETAILS GENERAL G1.0 G1.1 G1.2 G2.1 LIFE SAFETY LS1.1 LS1.2 COVER SHEET DRAWING INDEX AND SYMBOLS 3D VIEWS - OVERALL ADULT TAS ACCESSIBILITY CODE INFORMATION LIFE SAFETY INFORMATION CIVIL C01 C02 C03 C04 C05 C06 C07 C08 C09 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 COVER SHEET GENERAL NOTES AUSTIN WATER INFO & CONSTRUCTION NOTES PLAT EXISTING CONDITIONS & DEMO PLAN EROSION & SEDIMENTATION CONTROL PLAN OVERALL SITE PLAN DETAILED SITE PLAN FIRE PROTECTION PLAN GRADING AND DRAINAGE PLAN ENLARGED GRADING PLAN EXISTING DRAINAGE AREA MAP PROPOSED DRAINAGE AREA MAP UTILITY PLAN EROSION CONTROL DETAILS (1 OF 2) EROSION CONTROL DETAILS (2 OF 2) SITE & DRAINAGE DETAILS (1 OF 2) SITE & DRAINAGE DETAILS (2 OF 2) WATER & WASTEWATER DETAILS (1 OF 2) WATER & WASTEWATER DETAILS (2 OF 2) EXTERIOR ELEVATIONS STRUCTURAL S0.00 S0.01 S0.02 S0.03 S0.04 S1.00 S1.01 S1.02 S1.03 S1.04 S1.05 S1.10 S2.00 S2.01 S2.10 S2.11 S2.12 S2.13 S3.00 S3.01 S3.02 S3.03 S4.00 STRUCTURAL NOTES STRUCTURAL NOTES STRUCTURAL NOTES CONCRETE REPAIR STRUCTURAL NOTES SPECIAL INSPECTIONS OVERALL SCOPE PLAN FOUNDATION PLAN MECH MEZZANINE FRAMING PLAN FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN CONCRETE RAMP PLANS AND DETAILS EAST GRANDSTAND REPAIR PLANS WEST GRANDSTAND REPAIR PLANS CONCRETE REPAIR DETAILS CONCRETE REPAIR DETAILS TYPICAL CONCRETE REPAIR PHOTOS SCOREBOARD REPAIR PLAN AND PHOTOS TYPICAL CONCRETE DETAILS TYPICAL FOUNDATION DETAILS SITE RETAINING WALL DETAILS ELEVATOR PIT DETAILS TYPICAL CMU DETAILS S4.01 S5.00 S5.01 S5.02 S5.10 S5.11 S5.12 S5.13 S5.20 S5.21 S5.23 S5.24 S5.30 S5.31 S6.00 S6.01 S6.02 TYPICAL CMU DETAILS BASE PLATE DETAILS TYPICAL STEEL CONNECTIONS TYPICAL STEEL CONNECTIONS TYPICAL COMPOSITE STEEL DETAILS TYPICAL COMPOSITE STEEL DETAILS FLOOR FRAMING DETAILS FLOOR FRAMING DETAILS TYPICAL STEEL ROOF DETAILS TYPICAL STEEL ROOF DETAILS ROOF FRAMING DETAILS STAIR FRAMING DETAILS STAIR FRAMING ELEVATIONS STAIR FRAMING DETAILS TYPICAL BRACED FRAME DETAILS BRACE FRAME ELEVATIONS BRACE FRAME ELEVATIONS ARCHITECTURAL A0.1 A0.2 A1.1 A1.2 A1.3 A2.1 A3.0 A3.1 A3.2 A3.3 A3.4 A4.1 A4.2 A4.3 A4.4 A4.5 A4.6 A4.7 A4.8 A6.1 A6.2 A6.3 A6.4 A6.5 A6.6 A6.7 A6.8 A6.9 A6.10 A6.11 A6.12 A7.1 A7.2 A7.3 A8.1 A8.2 A8.3 A8.4 ARCHITECTURAL NOTES, SYMBOLS AND ABBREVIATIONS TYPICAL SPACE LAYOUTS WITH ACCESSORIES AND EQUIPMENT ARCHITECTURAL SITE PLAN ENLARGED ARCHITECTURAL SITE DEMO PLAN ENLARGED ARCHITECTURAL SITE PLAN DEMOLITION PLAN FLOOR PLAN FLOOR PLAN FLOOR PLAN FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS MOCKUPS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS PARTITION TYPES PARTITION DETAILS DOOR AND FRAME TYPES TYPICAL STAIR DETAILS TYPICAL STAIR DETAILS RAILING TYPES STAIR PLANS AND SECTIONS A8.5 A8.6 A8.7 A8.8 A9.1 A10.0 A10.1 A11.1 A12.1 STAIR PLANS AND SECTIONS STAIR PLANS AND SECTIONS ELEVATOR PLANS AND SECTIONS INTERIOR FRAME DETAILS REFLECTED CEILING PLAN FINISHES, TRANSITIONS & PATTERNS ROOM FINISH PLAN INTERIOR ELEVATIONS CASEWORK SECTIONS FIRE PROTECTION FP1.1 FP3.1 FP3.2 FP3.3 FP3.4 FIRE PROTECTION NOTES, SYMBOLS AND ABBREVIATIONS FIRE PROTECTION FLOOR PLAN - SAFE ACCESS LEVEL FIRE PROTECTION PLAN - MEZZANINE FIRE PROTECTION PLAN - FIRST FLOOR FIRE PROTECTION PLAN - SECOND FLOOR PLUMBING P1.1 P3.1 P3.3 P3.4 P3.5 P5.1 P6.1 P7.1 MECHANICAL M1.1 M3.1 M3.2 M3.3 M3.4 M4.2 M4.3 M4.4 M7.1 M7.2 M8.1 M9.1 ELECTRICAL E1.1 E2.1 E3.0 E3.2 E3.3 E3.4 E4.1 E4.2 E4.3 E4.4 E4.5 E5.1 E5.3 E5.4 PLUMBING NOTES, SYMBOLS AND ABBREVIATIONS PLUMBING UNDERFLOOR PLAN - SAFE ACCESS LEVEL PLUMBING PLAN - MEZZANINE PLUMBING PLAN - FIRST FLOOR PLUMBING PLAN - SECOND FLOOR PLUMBING RISER DIAGRAMS PLUMBING SCHEDULES PLUMBING DETAILS MECHANICAL NOTES, SYMBOLS AND ABBREVIATIONS MECHANICAL PLAN - SAFE ACCESS LEVEL MECHANICAL PLAN - MEZZANINE MECHANICAL PLAN - FIRST FLOOR MECHANICAL PLAN - SECOND FLOOR MECHANICAL PIPING PLAN - MEZZANINE MECHANICAL PIPING PLAN - FIRST FLOOR MECHANICAL PIPING PLAN - SECOND FLOOR MECHANICAL CONTROLS MECHANICAL CONTROLS MECHANICAL SCHEDULES MECHANICAL DETAILS ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS ELECTRICAL DEMOLITION PLAN ELECTRICAL SITE PLAN ELECTRICAL FLOOR PLAN - MEZZANINE ELECTRICAL FLOOR PLAN - FIRST FLOOR ELECTRICAL FLOOR PLAN - SECOND FLOOR LIGHTING PLAN - SAFE ACCESS LEVEL LIGHTING PLAN - MEZZANINE LIGHTING PLAN - FIRST FLOOR LIGHTING PLAN - SECOND FLOOR LIGHTING SECTIONS SPECIAL SYSTEM PLAN - SAFE ACCESS LEVEL SPECIAL SYSTEM PLAN - FIRST FLOOR SPECIAL SYSTEM PLAN - SECOND FLOOR 534' - 0" 574' - 4 1/4" 572' - 6 5/8" 536' - 0 1/4" ENFIELD ROAD CAPITOL VIEW CORRIDOR HOUSE PARK STADIUM HOUSE PARK STADIUM 653' - 0" E V T A S E W W 15TH ST E N FIE L D R D D R R O S D WIN W 10TH ST N L A M A R B L V D Y A W K R A P P A R K W A Y W 15TH ST F.H. PROPERTY LINE A.I.S.D. UP UP G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G G 0 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 UP G UP F.H. S H O A L A.I.S.D. D V L R B A M A N L C R E E K B L V D F.H. ACC E V T A S E W C.O.A. ACC W 10TH ST E V T A S E W W 11TH ST TRAVIS COUNTY MAP PROJECT LOCATION VICINITY MAP GENERAL PROJECT NOTES 1. GENERAL NOTES APPLY TO ALL SHEETS. 2. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND RELATED ITEMS REQUIRED TO COMPLETE THE DEMOLITION WORK AS INDICATED BY THE CONTRACT DOCUMENTS. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS. 4. CONTRACTOR SHALL COORDINATE ALL ACTIVITIES TO MINIMIZE DISRUPTIONS TO ON-GOING OPERATIONS AND ACTIVITIES WITH AUSTIN ISD, CITY OF AUSTIN, & AUSTIN COMMUNITY COLLEGE FACILITIES. CONTRACTOR SHALL MAINTAIN SECURITY OF SITE AT ALL TIMES AND ENSURE THERE ARE NO UNAUTHORIZED ACCESS. 5. ALL ACCESSIBLE ROUTES (OTHER THAN RAMPS) SHALL NOT EXCEED A SLOPE OF 1:20, AND CROSS SLOPES SHALL NOT EXCEED A SLOPE OF 1:50 6. THE DRAWINGS INDICATE BUILDING CONDITIONS PER EXISTING DRAWINGS AND ACTUAL PROJECT INVESTIGATION. THE CONTRACTOR SHALL ANTICIPATE POSSIBLE SLIGHT DEVIATION FROM THESE DRAWINGS. REFER TO ARCHITECTURAL & MEP DRAWINGS AND DETAILS FOR EXTENT OF DEMOLITION. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 8. INSTALL TEMPORARY DUST PARTITIONS WITH DOORS FOR CONSTRUCTION ACCESS AROUND AREAS OF WORK SO THAT OPERATIONS IN EXISTING ADJACENT AREAS REMAIN DUST FREE AND ACCESSIBLE TO BUILDING OCCUPANTS. MAINTAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION. 9. REMOVE ALL BUILDING PARTS AND/OR OTHER ITEMS TO ALLOW FOR THE INSTALLATION AND CONNECTION OF NEW WORK, COORDINATE THE WORK WITH THE HVAC, PLUMBING AND ELECTRICAL DEMOLITION DRAWINGS. 10. REMOVAL OF THE BUILDING PARTS SHALL BE PERFORMED IN A SAFE, ORDERLY AND CAREFUL MANNER, WITH THE CONSIDERATION AT ALL TIMES FOR THE SAFETY AND WELFARE OF THE OWNER, BLDG. OCCUPANTS, & PERSONNEL OF THE CONTRACTOR AND/OR SUBCONTRACTOR. 11. MAINTAIN THE UTILITIES TO OCCUPIED SPACES AT ALL TIMES. COORDINATE ANY UTILITY DOWNTIMES W/ OWNER. PROVIDE 72 HOUR ADVANCE NOTICE TO THE OWNER OF INTENDED UTILITY SHUT DOWN AND/OR DISRUPTION. 12. ANY QUESTIONS CONCERNING OWNERSHIP OF SALVAGEABLE MATERIAL SHALL BE ANSWERED BY THE OWNER, OR OWNER'S REPRESENTATIVE. ALL ITEMS OTHER THAN FINISH MATERIALS TO BE REMOVED AS PART OF THIS CONTRACT ARE INDICATED WITH DASHED LINES ON DEMOLITION SHEETS. DISPOSE OF THESE MATERIALS AND ITEMS AFTER CHECKING WITH OWNER FOR ITEMS TO BE SALVAGED. SALVAGE ANY ITEMS REQUIRED TO COMPLETE NEW WORK. 13. PROTECT EXISTING VEGETATION, INCLUDING EXISTING TREES DURING CONSTRUCTION. REVEGETATE DAMAGED AREAS ADJACENT TO NEW CONSTRUCTION; CONTRACTOR SHALL MAINTAIN VEGETATED AREAS FOR 3 WEEKS AFTER INITIAL PLANTING 14. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR OTHER WORK. 15. ELECTRICAL AND MECHANICAL INSTALLATIONS MAY REQUIRE WORK ABOVE EXISTING CEILINGS BOTH IN THE AREA OF WORK AND IN ADJACENT AREAS (POSSIBLY ON OTHER FLOORS). REMOVE AND REINSTALL (OR REPLACE) CEILING TILES AND GRID AS REQUIRED. REMOVE GYPSUM BOARD AT WALLS AND CEILINGS AND REPLACE AS REQUIRED. 16. UNLESS NOTED OTHERWISE, ALL EXISTING ELECTRICAL OUTLETS & FIXTURES IN REMODELED AREAS ARE TO BE REMOVED & RETURNED TO OWNER. SEE ELECTRICAL SHEETS FOR DEVICES & CIRCUITS TO BE REUSED. 17. ALL ITEMS AND ASSOCIATED CONNECTIONS ARE TO BE REMOVED AND TERMINATED AT DESIGNATED POINTS. SERVICE CONNECTIONS SHALL BE SAFELY REMOVED, CAPPED OR PLUGGED IN CONFORMITY WITH LOCAL LAWS AND ORDINANCES, REQUIREMENTS OF PUBLIC UTILITY COMPANIES, AND OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, AND IN SUCH MANNER AS NOT TO INTERFERE WITH THE USE OF THE OCCUPIED SPACES IN THE BUILDING. 18. IF A CONDUIT OR UTILITY LINE IS CUT WHILE SLEEVING OR CUTTING THE SLAB OR REMOVING A PARTITION, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING IT IMMEDIATELY. 19. SEAL ALL PENETRATIONS, NEW AND EXISTING, ABOVE CEILINGS AT RATED FIRE WALLS IN AREAS OF WORK. 20. CONTRACTOR TO ENSURE SURFACE OF ATHLETIC FIELD IS NOT DAMAGED DURING CONSTRUCTION. 21. CONTRACTOR SHALL ALLOW USE OF FIELD AND GRANDSTANDS FOR SOCCER SEASON. SEE SPECIFICATIONS FOR MORE INFORMATION. 22. SEE SPECIFICATIONS FOR WORK SCHEDULE REQUIREMENTS. 23. CONTRACTOR SHALL PROVIDE ACCESS TO AUSTIN RECREATIONAL CENTER AND OTHER COA FACILITIES, ACC PARKING GARAGE, AND ON-SITE COMMUNICATION TOWER AT ALL TIMES. . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS DRAWING INDEX AND SYMBOLS G1.1 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 8 2 : 7 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS BUILDING ISOMETRIC VIEW - SOUTHEAST 1 SCALE: BUILDING ISOMETRIC VIEW - SOUTHWEST 2 SCALE: BUILDING ISOMETRIC VIEW - NORTHEAST 3 SCALE: BUILDING ISOMETRIC VIEW - NORTHWEST 4 SCALE: NOTE: THIS SHEET TO BE USED FOR MASSING REFERENCE ONLY. NOT TO BE USED FOR CONSTRUCTION. 3D VIEWS - OVERALL G1.2 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 0 3 : 7 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 4'-0" MIN. 60" MIN. ACCESSIBLE PARKING NOTES: 1. SURFACE SLOPES: PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE SURFACE SLOPES EXCEEDING 1:48 (2%) IN ALL DIRECTIONS. . I N M " 6 - ' 2 . I N M " 0 - ' 5 36" MIN. 12" MIN. 12" MIN. CLEAR FLOOR SPACE & DIAMETER TURNING SPACE T-TURN CLEAR FLOOR SPACE . I N M " 0 6 . I N M " 6 3 . I N M " 4 2 ACCESSIBLE PARKING SIGN 4" PAINTED YELLOW STRIPING ACCESS AISLE W/ 4" PAINTED YELLOW STRIPING @ 4'-0" O.C. AND ANGLED 45 DEGREES. "NO PARKING" CAPITAL LETTERING SHALL BE 12" HIGH MIN., 2" MIN. STROKE WIDTH SLOPE 1:12 MAX. 2'-4" SLOPE 1:12 MAX. 2'-4" . I N M " 6 3 . I N M " 6 3 X = 36" MIN. 1'-7 25/128" VAN ACCESSIBLE PARKING SIGN 1'-7 25/128"X = 36" MIN. CURB RAMP WHEEL STOP VAN ACCESSIBLE PARKING VAN ACCESS AISLE W/ 4" PAINTED YELLOW STRIPING @ 4'-0" O.C. AND ANGLED 45 DEGREES INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED AT ACCESSIBLE SPACES, TYP. ACCESSIBLE PARKING SPACES SHALL BE DIMENSIONED FROM THE CENTERLINE OF THE STRIPING. CURB RAMPS NON-WALKING SURFACE RETURNED CURB CURB RAMP SURFACE SIDEWALK CURB RAMP NOTES: 1. ADJACENT SLOPES: MAXIMUM SLOPE OF ADJOINING SURFACES SHALL NOT EXCEED A SLOPE OF 1:20. SURFACES: CURB RAMP SURFACES SHALL BE RAISED DOT ADA APPROVED MASONRY PAVERS EXTENDING TO WITHIN 4" OF THE EDGES OF THE ACCESSIBLE PATH. THE PAVERS SHALL HAVE A LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. THE PAVERS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF 0.2 INCHES AND A CENTER TO CENTER SPACING OF NOMINAL 2.5 INCHES. 2. CROSS SLOPE FOR RAMP SURFACES SHALL NOT EXCEED 1:48. 4" YELLOW PAINTED MARKED CROSSING " 4 2 " 0 - ' 2 F O T N E M G E S I T H G A R T S B R U C 36" MIN 4" M A X. 2'-0" 3" S L 3" 4 "M O A X . P E 1 : 1 5 6" 7 5/ 2 1 3' - 8 2 M A X . FLARED SIDES W/ 1:10 MAX SLOPE. 4'-0" MIN. 3'-6" TWO HINGED DOORS IN SERIES CURB RAMP SURFACE SIDEWALK 4" YELLOW PAINTED MARKED CROSSING CURB RAMPS REF. SECTION 406 CURB RAMPS. 2'-0" 24" SEGMENT OF STRAIGHT CURB 4 8 " M I N MARKED CROSSING DIAGONAL CURB RAMP (CORNER TYPE) 4'-0" MIN. 3'-6" TWO HINGED DOORS IN SERIES ACCESSIBLE ROUTE 5% MAX SLOPE 2'-0" - - I G N K R A P O N " 6 3 " 2 / 1 0 1 " 0 - ' 0 2 I G N K R A P O N 5'-0" 1'-2" 2'-1" 2'-1" 1'-2" 2'-10" 8'-0" MIN. 8'-0" MIN. 5'-0" 11'-0" MIN. ACCESSIBLE PARKING REF. SECTION 502 PARKING AND SPACES. GENERAL TAS NOTES 1. DRAWINGS ON THIS SHEET REPRESENT THE REQUIREMENTS SET BY THE TEXAS ACCESSIBILITY STANDARDS (TAS) OF THE ARCHITECTURAL BARRIERS ACT ARTICLE 9102, TEXAS CIVIL STATUTES EFFECTIVE MARCH 15, 2012. THE CONTRACTOR IS TO COMPLY WITH THESE STANDARDS. 2. THESE REQUIREMENTS ARE MINIMUMS SET FORTH BY THE TEXAS ACCESSIBILITY STANDARDS AND MAY NOT REFLECT THE ACTUAL SCOPE OF WORK. THE CONSTRUCTION DOCUMENTS SHALL GOVERN OVER THESE STANDARDS EXCEPT WHERE THE DOCUMENTS DO NOT MEET THE MINIMUM REQUIREMENTS SHOWN ON THIS SHEET. CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONDITIONS ARISE THAT DO NOT MEET THESE STANDARDS. SLOPE SLOPE SLOPE 24" MIN. " 2 4 SLIDING OR FOLDING DOOR TURNING SPACE REF. SECTION 304 TURNING SPACE PROTECT SHADED AREA FROM CROSS-TRAFFIC CANE DETECTION AREA UNDER-STAIR CLEARANCES REF. SECTION 307 PROTRUDING OBJECTS 4 1/2" MAX. 2'-8" 1 1/4"-2" 2 1/4" MIN. 1'-4" 1'-4" 1 1/4"-2" 1 1/2" 1'-4" 1'-4" F F A T H G E H I " 2 / 1 1 " 6 5 2 / 1 7 1 2 - ' 1 F F A T H G E H I TYPICAL HANDRAIL TYPICAL GRAB BAR HANDRAILS & GRAB BARS R A E L C . I N M " 8 4 T N E C A J D A R A T S T A I I N A G N V R E S R O O T E U C S E R F O A E R A E C N A T S S S A I " 0 8 N A H T S S E L " 8 - ' 6 . X A M " 7 2 " 3 - ' 2 12" " 6 3 " 0 - ' 3 TO INSIDE OF RAIL 12" TO INSIDE OF RAIL WALL 2 1/4" MIN. CLEAR 11" MIN TREAD 1'-9 95/256" 4 1/2" MAX. HANDRAIL CLOSED RISERS 30° MAX. 1/2" MAX. RADIUS 1 1/4" MAX. 2 31/256" 6 5 2 / 1 1 2 0 - ' " 4" MIN. - 7" MAX RISE 1 TYPICAL STAIR DETAIL OPEN SIDE W/O DROP-OFF TYPICAL STAIR PLAN EXTENSION SHALL RETURN TO THE WALL " 6 3 12" " 6 3 " 6 5 2 / 7 8 1 0 - ' 3 GUARDRAIL IN ACCORDANCE WITH BUILDING CODE. 4 1/4" MAX. 2 1/4" MIN HANDRAIL TO INSIDE OF RAIL " 6 3 " 6 5 2 / 7 8 1 0 - ' 3 EXTENSION SHALL RETURN TO THE WALL EQ EQ 10" 11 25/256" TO INSIDE OF RAIL " 0 - ' 3 " 6 - ' 3 " 6 EQ EQ 10" 10 29/64" TO INSIDE OF RAIL TYPICAL STAIR ELEVATION @ OPEN SIDE W/O DROP OFF OR INTERMEDIATE HANDRAIL TYPICAL GUARDRAIL DETAIL STAIR NOTES: 1. HAND RAILS: CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE MIN. 2 1/4". HANDRAILS SHALL BE CONTINUOUS AND HAVE A CIRCULAR CROSS SECTION OF 1 1/4" - 2". 2.TREADS AND RISERS: ALL STAIRS SHALL HAVE A UNIFORM RISER HEIGHT AND UNIFORM TREAD WIDTH . 3. 36" DIMENSION IS MEASURED TO TOP OF HANDRAIL GRIPPING SURFACE. TYPICAL STAIR ELEVATION @ WALL STAIRS REF. SECTION 504 STAIRWAYS. 505 HANDRAILS A 12" TO INSIDE OF RAIL WALL HANDRAIL HANDRAIL 2 1/4" MIN. CLEAR WALL 4 12" MAX. . I N M " 6 3 R A E L C LEVEL LANDING 60" CLEAR MIN. TYPICAL RAMP PLAN TYPICAL RAMP LANDING PLAN EXTENSION SHALL RETURN TO THE WALL HANDRAIL I " 0 3 E S R X A "M 6 5 /2 7 3 2 4 12" 30' MAX W/ MAX SLOPE 1:12 5'-5 25/256" 12" LANDING TO INSIDE OF RAIL " 6 3 " 0 - ' 3 " 6 "3 0 - ' 3 " 6 2 " 4 6 / 5 3 0 - ' 2 " 6 3 " 0 - ' 3 " 6 2 " 8 2 1 9/ 6 0 - ' 2 TYPICAL RAMP ELEVATIONS 12" TO INSIDE OF RAIL RAMP NOTES: 1. HAND RAILS: CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE MIN. 2 1/4". HANDRAILS SHALL BE CONTINUOUS AND HAVE AN OUTSIDE CIRCULAR CROSS SECTION OF 1 1/4" TO 2". 2. RAMP LANDINGS: LANDINGS SHALL BE LEVEL AND NOT HAVE A CROSS SLOPE GREATER THAN 1:48. 3. EDGE PROTECTION: RAMPS AND LANDINGS W/ DROP-OFFS SHALL HAVE MIN 4" HIGH CURBS. CORE CURBS FOR RAILING POSTS. 4. 36" DIMENSION IS MEASURED TO TOP OF HANDRAIL GRIPPING SURFACE. RAMPS REF. SECTION 405 RAMPS REF. SECTION 505 HAND RAILS 6'-8" MIN. 5'-8" MIN. . I N M " 6 - ' 4 . I N M " 3 - ' 4 . I N M " 6 - ' 4 . I N M " 3 - ' 4 FINISH FLOOR FINISH FLOOR ELEVATION SECTION 'A' ACCEPTABLE PANEL LOCATION 3'-6" MIN. ACCEPTABLE PANEL LOCATION 3'-0" MIN. (A) CENTER DOOR (B) OFFSET DOOR ACCEPTABLE PANEL LOCATION ELEVATOR NOTES: 1. FLOOR DESIGNATIONS: 2" HIGH LETTERS, INCLUDING BRAILLE; LOCATE 54" ABOVE FINISH FLOOR ON BOTH SIDES OF ELEVATOR DOOR JAMB. 2. HALL LANTERNS: SOUND ONCE FOR UP DIRECTION, TWICE FOR DOWN DIRECTION; MOUNT MINIMUM 72" HIGH; MINIMUM 21/2" SMALLEST DIRECTION. 5'-0" MIN. 4'-6" MIN. I N M " 2 / 1 2 HALL SIGNAL " 0 - ' 6 . I N M CALL CONTROLS MIN 3/4" DIA. X A M " 7 4 T S E H G H F O I I G N T A R E P O T H G E H I " 4 6 / 7 3 7 - ' 3 HEIGHT OF REOPENING DEVICE - B HEIGHT OF REOPENING DEVICE - A " 5 - ' 2 " 5 NOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A OR LINE B. LINE A AND LINE B REPRESENT THE VERTICAL LOCATION OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. 3/4" CONTROL BUTTON DIA. 3" RAISED CHARACTER AND BRAILLE TYP. 5/8" NUMERAL HEIGHT MAIN ENTRY FLOOR OPEN DOOR EMERGENCY ALARM " 8 2 1 / 1 3 " 5 - ' 1 35"MIN. TO CENTER LINE OF EMERGENCY CONTROLS AFF 11 9 7 5 3 1 S 12 10 8 6 4 2 B x CLOSE DOOR EMERGENCY STOP OCTAGON SYMBOL IS RAISED, 'X' IS NOT HOIST SIGN, FLOOR DESIGNATION WITH TACTILE FLOOR DESIGNATION CHARACTER & BRAILLE - BOTH JAMBS, 2" MIN CHARACTERS 2 2 6 5 /2 1 1 2 6 " 2" MIN. TACTILE FLOOR DESIGNATION CHARACTER GRADE 2 BRAILLE " 4 5 " 6 5 2 / 1 9 1 3 - ' 5 F O O M O T T O B O T I N O T A N G S E D I R O O L F CL OF TOP CONTROL BUTTON 11 9 7 5 3 1 S 12 10 8 6 4 2 B . X A M " 8 4 " 8 2 1 7/ 4 0 - ' 5 . I N M " 3 - ' 1 O T . I N M " 5 3 Y C N E G R E M E S L O R T N O C " 6 5 2 / 7 8 1 7 - ' 2 F F A ELEVATOR CAB FINISH FLOOR PANEL DETAIL CAR CONTROL HEIGHT 22" MIN. 32" MIN. CLEAR OPENING " 2 4 SLIDING OR FOLDING DOOR . I N M " 8 4 CLEAR DOORWAY DEPTH " 6 3 " 0 - ' 3 " 6 2 " 4 6 / 5 3 0 - ' 2 12" TO INSIDE OF RAIL PLAN 32" MIN. CLEAR OPENING PLAN POCKET DOOR CLEARANCES SIDE APPROACH POCKET DOOR CLEARANCES FRONT APPROACH PULL SIDE PULL SIDE 18" MIN. 4" U.N.O. PULL SIDE 24" MIN. . I N M " 0 - ' 4 . I N M " 6 - ' 3 R E S O L C / W " 6 - ' 4 R E S O L C / W " 0 - ' 4 L E L L A R A P F I I N M " 0 - ' 5 . I N M " 0 - ' 3 S I R O O D O T . I N M " 6 - ' 4 . I N M " 6 - ' 3 S I R O O D O T L E L L A R A P F I . I N M " 6 - ' 4 . I N M " 6 - ' 3 / W " 0 - ' 4 H C T A L & R E S O L C 24" MIN. 22" MIN. PUSH SIDE PUSH SIDE . I N M " 0 - ' 5 . I N M " 0 - ' 4 12" MIN. W/ LATCH & CLOSER PUSH SIDE PLAN SWINGING DOOR CLEARANCES (FRONT APPROACH) SWINGING DOOR CLEARANCES (LATCH SIDE APPROACH) SWINGING DOOR CLEARANCES (HINGE SIDE APPROACH) PLAN PLAN DOOR NOTES: 1. DOOR THRESHOLDS: THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4" IN HEIGHT FOR EXTERIOR SLIDING DOORS OR 1/2" FOR OTHER TYPES OF DOORS. THRESHOLDS AND FLOOR LEVEL CHANGES BETWEEN 1/4" AND 1/2" AT ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. DOORS REF. SECTION 404 DOORS . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A " 0 - ' 5 " 8 - ' 6 3'-0" MIN. ACCEPTABLE PANEL LOCATION (C) ANY DOOR LOCATION ELEVATORS REF. SECTION 407 ELEVATORS 3'-0" MIN. ACCEPTABLE PANEL LOCATION (D) ANY DOOR LOCATION 20" MAX >20"-25" MAX I N M " 5 1 X A M " 8 4 X A M " 8 4 ACTIVE LEAF INACTIVE LEAF LOCATE SIGN ON INACTIVE LEAF BASELINE OF THE HIGHEST TACTILE CHARACTER " 0 - ' 5 X A "M 0 - ' 4 I N M BASELINE OF THE LOWEST TACTILE CHARACTER AREA OF REFUGE X A M " 4 4 X A M " 6 4 . I N M " 0 8 ELEVATION ELEVATION TACTILE SIGN PAIRS OF DOORS REF. SECTION 703.4 WALL MOUNTED FIRE ALARM DEVICE. MOUNT DEVICE SO THAT THE ENTIRE LENS IS NOT LESS THAN 80" OR MORE THAN 96" ABOVE FINISH FLOOR 1'-3" " 6 - ' 1 R A E L C N M I PLAN 1'-6" MIN CLEAR 4"-6" SWITCH THERMOSTAT X A M " 8 4 T S E H G H O T I T R A P E L B A R E P O (a) (b) LOBBY Figure 308.2.1 Unobstructed Front Reach Figure 308.2.2 Obstructed Front Reach 10" MAX >10"-24" MAX LOCATE SIGN ON LATCH SIDE OF DOOR BASELINE OF THE HIGHEST TACTILE CHARACTER NO. DESCRIPTION Revisions: DATE X A M " 8 4 I N M " 5 1 X A M " 4 3 Figure 308.3.1 Unobstructed Side Reach X A M " 8 4 X A M " 4 3 Figure 308.3.2 Obstructed High Side Reach REACH RANGES REF. SECTION 308 10" MAX (a) (b) ELEVATION ELEVATION OVERHEAD CLEARANCE REF. SECTION 307 TYP SWITCH/ THERMOSTAT/STROBE /LOCATION REF. SECTION 309 TACTILE SIGN REF. SECTION 703.4 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS ADULT TAS ACCESSIBILITY G2.1 3'-0" MIN. 2'-8" MIN. " 4 2 > X . X A M " 0 - ' 2 2'-8" CLEAR MIN. CLEAR DOORWAY WIDTH 3'-6" MIN. PARALLEL TO DOOR 3'-6" 3'-0" MIN. PARALLEL TO DOOR ACTIVE LEAFS LOCATE SIGN TO RIGHT OF RIGHT HAND DOOR BASELINE OF THE HIGHEST TACTILE CHARACTER AREA OF REFUGE " 0 - ' 5 X A M " 0 - ' 4 I N M BASELINE OF THE LOWEST TACTILE CHARACTER AREA OF REFUGE " 0 - ' 5 X A M " 0 - ' 4 I N M BASELINE OF THE LOWEST TACTILE CHARACTER 05/10/2024OWNER: OR PROJECT NUMBER: AISD PROJECT NUMBER: PROJECT: LOCATION: JURISDICTION: APPLICABLE CODES: BUILDING CODE ANALYSIS Austin Independent School District 2033.00 21-0034-HSEPK House Park Improvement 1301 Shoal Creek Blvd., Austin, TX 78701 City of Austin 2021 International Building Code 2020 National Electrical Code 2021 Uniform Plumbing Code 2021 Uniform Mechanical Code 2021 International Fire Code 2021 Flood Hazard Areas (Chapter 25-12, Article 3) 2021 International Energy Conservation Code 2012 Texas Accessibilities Standards 2021 International Existing Building Code BUILDING INFORMATION Number of Stories Building Height Gross Building Square Footage 3 Story 56'-7" 5,358 INTERNATIONAL BUILDING CODE CHAPTER 3: Use & Occupancy Classification CHAPTER 5: General Building Heights and Areas Type IIB Group A-5 Height - Unlimited, 75 feet Area - Unlimited Height & Story Modification Building is fully-sprinklered CHAPTER 6: Types of Construction Fire Resistance Rating Requirements Type IIB Primary Strucutral Frame 0 Bearing Walls (exterior) 0 Nonbearing Walls and Partitions (exterior) 0 Nonbearing Walls and Partitions (interior) 0 Floor Description 0 Roof Description 0 CHAPTER 7: Fire and Smoke Protection Systems Bearing Walls (interior) 0 CODE CHAPTER DESCRIPTION Section Assembly Group A-5 (press-box) 303.6 Maximum Area of Exterior Wall Openings Two of more buildings on the same lot are considered as portions of one building if the aggregate 705.3 area of such buldings is within the limits sepcified in Chapter 5 for a single building. Where the buildings contain different occupancy groups or are of different types of construction, the area shall be that allowed for the most restrictive occupancy or construction. Shaft Enclosures 1 hour Fire Barriers connecting < 4 stories; sprinkler negates need for enclosed Elevator Lobby 708.14.1.4 Exterior Walls < 10 feet, match fire rating from Table 601 & 602 on both sides; >10 feet, match fire rating from Exit Enclosures 1 hour connecting < 4 stories Exit Passageway 1 hour Table 601 & 602 rated on interior side Fire Partitions Corridor Walls 0 hour (not required with sprinkler system) Opening protectives Fire Walls and Barriers rated > 1 hour: 2 hour = 1 1/2" hour door; 3 hour = 3 hour door Fire Barriers rated 1 hour: shaft and exit enclosure = 1 hour opening other 1 hr Fire Barriers = 3/4 hour opening Fire Partitions rated 1 hour: Corridor walls = 20 minutes others = 3/4 hours Exterior Walls 2 hour = 1 1/2 hour opening protectives 1 hour = 3/4 hour opening protectives Fire Protection Rated Glazing hour Fire Window Assemblies Fire Walls = NP, Fire Barriers > 1 hour, Fire Barriers 1 hour = 3/4 hour, Fire Partitions 1 hour = 3/4 CODE CHAPTER DESCRIPTION Section CHAPTER 8: Interior Finishes Interior Wall and Ceiling Finish Requirements Based on A5 Occupancy Exit Enclosures & Passageways - Class B (FS 26-75 / SD 0-450) T 803.13 Corridors - Class B (FS 26-75 / SD 0-450) Rooms and Enclosed Spaces - Class C (FS 76-100 / SD 0-450) CHAPTER 9: Fire Protection Systems Automatic Sprinkler Systems Building shall be equipped with an Automatic Sprinkler System throughout 903.2.2 Standpipes Class III wet Standpipe Systems shall be provided at Stage only with a 1 1/2" hose connection 905.3.4 Fire Extinguishers Group A Max Floor Area served 11,250 with 75 ft max travel distance Fire Extenguishers Light / Low Hazard Oxcupancy: Max Floor Area served 11,250 with 75 travel distance Fire Alarm Systems Group A with Occupant Notification System Required if Occupants > 300 Special Locking Systems Where special locking systems are installed on means of egress doors in accordinace with 907.3.2 Sections 1010.1.9.6 or 1010.1.9.7, an automatic tetection system shall be installed as required by that section CHAPTER 10: Means of Egress Max. Floor Area Allowances per Occupant Assembly without Fixed Seats unconcentrated (tables & chairs) = 15 net Storage Area, Mechanical Equipment Room 300 gross Kitchen 200 gross Egress Width .15 per occ / .2 per occ for stairs* (fully sprinklered building w/ EVAC exception allowed by AHJ) Accessible Means of Egress 2 Accessible Means of Egress Required Common Path of Travel fully sprinklered: 75 feet at A occupancy Exit Access Travel Distance fully sprinklered: 250 feet max at A occupancy Corridor Fire Resistance Rating Not Required (fully sprinklered building) Mnimum Number of Exits minimum of 2 Dead End Corridors 20 ft at A (fully sprinklered building) CODE CHAPTER DESCRIPTION CHAPTER 29: Plumbing Systems - T 2902.1 Minimum Required Plumbing Facilities: Group A-5 Occupancy in Team & Scout Rooms counted as male occupants Required: Formula: Men's Water Closets Women's Water Closets Men's Lavatories Women's Lavatories Drinking Fountains Service Sink 2 2 1 1 1 1 Urinals no more than 67% of required water closets 1 Per 75 for first 1500 1 Per 40 for first 1520 1 Per 200 1 per 150 1 Per 1000 1 T 504.3 & 504.4 T 506.2 504.3 T 601 1022.1 1023.3 705.5 709 1018.1 T 715.4 T 715.4 T 715.4 T 715.4 T 715.4 T 715.4 T 715.4 T 715.4 T 715.5 906.1.6 T 906.3(1) T 906.3.1 907.2.1 T 1004.5 1005.1 1009 1016.2.1 T 1017.2 T 1020.2 1006 1020.5 Occupants: 182 112 70 112 70 182 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 1 3 : 7 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS CODE INFORMATION LS1.1 05/10/2024S1 SA SB . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' SC S1 SA SB SC M P 5 3 : 7 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A SECOND FLOOR LIFE SAFETY PLAN 2 SCALE: 1/4" = 1'-0" S2 45 100.2 FIRST FLOOR LIFE SAFETY PLAN 1 SCALE: 1/4" = 1'-0" S2 1 2 3 3.2 4 5 6 7 MECH/ELEC 208 114 SF 1 OCC MDF 209 77 SF 1 OCC RESTROOM 210 67 SF RESTROOM 211 66 SF 46 200.2 CORRIDOR 200 359 SF B F 1 46 200.1 B F 1 B F 1 1FB 44' - 0" FEC SCOUT 207 134 SF 9 OCC TEAM 206 167 SF 12 OCC SCOREBOARD PRODUCTION 205 134 SF 9 OCC SCOREBOARD OPERATORS 203 134 SF 9 OCC CATERING 202 162 SF 1 OCC " 6 - ' 1 2 ANNOUNCER / SPOTTER 204 134 SF 9 OCC B F 1 PATIO 212 90 SF 6 OCC 40' - 6" MULTI USE 201 495 SF 34 OCC 1 2 3 3.2 4 5 6 7 MECH/ELEC 108 166 SF 1 OCC RESTROOM 110 67 SF RESTROOM 111 66 SF JANITOR 109 25 SF 1 OCC B F 1 45 100.1 B F 1 B F 1 1FB B F 1 STORAGE 112 92 SF 1 OCC 1FB 36' - 6" " 0 - ' 9 3 CORRIDOR 100 437 SF FEC " 6 - ' 0 2 FILM DECK 103 104 SF 7 OCC SCOUT 107 119 SF 8 OCC TEAM 106 153 SF 11 OCC PRESS 105 122 SF 9 OCC BROADCASTING 104 122 SF 9 OCC BROADCASTING 102 121 SF 9 OCC VIEWING 101 454 SF 31 OCC COLUMN TO HAVE 1HR RATED INTUMESCENT PAINT GENERAL LIFE SAFETY NOTES 1. LIFE SAFETY PLANS ARE MEANT TO BE VIEWED AND PRINTED IN COLOR. 2. REFERENCE A3 SERIES ARCHITECTURAL SHEETS FOR FIRE EXTINGUISHER LOCATIONS. LIFE SAFETY LEGEND X X X X OCCUPANT LOAD SERVED EXIT MARK. REFER TO SCHEDULE TRAVEL DISTANCE TO EXIT 97' - 6" COMMON PATH OF TRAVEL TO EXIT 17' - 6" CIRCLE INDICATES INCLUDED IN TOTAL DOOR EXIT STAIR EXIT HORIZONTAL EXIT KB KNOX BOX. MOUNTED AT 4'-0" TO HIGHEST OPERABLE PART FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER LIFE SAFETY LINETYPES FIRE/SMOKE BARRIERS 1 HOUR FIRE BARRIER 1FB TREAT PRIMARY STRUCTURAL FRAME, FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY STRUCTURAL MEMBERS IN THIS AREA WITH 1HR RATED SPRAYED FIRE-RESISTIVE MATERIAL. SECOND FLOOR COLUMNS ARE NOT REQUIRED TO BE PROTECED. EXIT CAPACITY CALCULATIONS MARK TYPE LOAD CLEAR WIDTH FACTO R CAPACI TY IN TOTAL TOTAL LOAD TOTAL CAPACITY A B C D A B C D . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS LIFE SAFETY INFORMATION LS1.2 05/10/2024CONSOLIDATED SITE PLAN FOR HOUSE PARK STADIUM IMPROVEMENTS 1303 1/2 SHOAL CREEK BLVD., AUSTIN, TX 78701 (AUSTIN I.S.D. 21-0034 HSEPK) SUBMITTAL DATE: 08/XX/2023 GENERAL PLAN NOTES 1. WATERSHED STATUS: THIS PROJECT IS LOCATED IN THE SHOAL CREEK WATERSHED (URBAN) AND DOES NOT LIE WITHIN THE EDWARDS AQUIFER RECHARGE ZONE. SITE IS ZONED AS SF-3. THERE ARE NATURAL SLOPES ON THIS SITE IN EXCESS OF 15%. THERE ARE NO KNOWN CRITICAL ENVIRONMENTAL FEATURES ON SITE. THIS SITE PLAN IS NOT SUBJECT TO SUBCHAPTER E OF THE LAND DEVELOPMENT CODE. DESIGN TEAM CIVIL ENGINEER MIKE V. REYES, PE CIVILITUDE LLC 5110 LANCASTER COURT AUSTIN, TX 78723 (512) 761-6161 ARCHITECT RACHEL TORONJO O'CONNELL ROBERTSON 811 BARTON SPRING ROAD, SUITE 900 AUSTIN, TEXAS 78704 (512) 478-7286 OWNER AUSTIN INDEPENDENT SCHOOL DISTRICT 4000 S. IH-35 FRONTAGE RD., 4TH FLOOR AUSTIN TEXAS, 78704 (512) 414-8940 LEGAL DESCRIPTION 8.69 AC OF OLT 7 & 8 DIVISION E, LOT 1-8 LOT 9 *LESS SW TRI &NE TRI OF LOT 10 OLT 6 DIV E GREGG PLUS ADJ VAC RELATED CASES FLOOD STATEMENT A PORTION OF THIS PROJECT IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN AS SHOWN. BENCH MARK: BM-103: CHISELED SQUARE IN CURB OF SHOAL CREEK BLVD ELEVATION=471.91' BM-104: CHISELED SQUARE IN CURB OF RAMP FROM SHOAL CREEK BLVD TO 15TH STREET ELEVATION=476.61' SITE PLAN RELEASE NOTES 1. ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE RELEASED SITE PLAN. ANY ADDITIONAL IMPROVEMENTS WILL REQUIRE SITE PLAN AMENDMENT AND APPROVAL OF THE DEVELOPMENT SERVICES DEPARTMENT. 2. APPROVAL OF THIS SITE PLAN DOES NOT INCLUDE BUILDING AND FIRE CODE APPROVAL NOR 3. ALL SIGNS MUST COMPLY WITH REQUIREMENTS OF THE LAND DEVELOPMENT CODE (CHAPTER BUILDING PERMIT APPROVAL. 25-10). 4. WATER AND WASTEWATER SERVICE WILL BE PROVIDED BY THE CITY OF AUSTIN. 5. ALL EXISTING STRUCTURES SHOWN TO BE REMOVED WILL REQUIRE A DEMOLITION PERMIT FROM THE CITY OF AUSTIN DEVELOPMENT SERVICES DEPARTMENT. 6. 7. FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY, A ROW EXCAVATION PERMIT IS REQUIRED. IF AT ANY TIME DURING CONSTRUCTION OF THIS PROJECT AN UNDERGROUND STORAGE TANK N/A (UST) IS FOUND, CONSTRUCTION IN THAT AREA MUST STOP UNTIL A CITY OF AUSTIN UST CONSTRUCTION PERMIT IS APPLIED FOR AND APPROVED. ANY UST REMOVAL WORK MUST BE CONDUCTED BY A UST CONTRACTOR THAT IS REGISTERED WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ). CONTACT ELIZABETH SIMMONS AT ELIZABETH.SIMMONS@AUSTINTEXAS.GOV IF YOU HAVE ANY QUESTIONS. [COA TITLE 6] ZONING SF-3 TRAFFIC CONTROL NOTES THIS NOTE IS BEING PLACED ON THE PLAN SET IN THE. ABSENCE OF A TEMPORARY TRAFFIC CONTROL PLAN (TCP) WITH THE FULL UNDERSTANDING THAT AN ENGINEERED TCP SHALL BE REVIEWED AND APPROVED BY THE RIGHT OF WAY MANAGEMENT DIVISION. FURTHERMORE, A TCP. SHALL BE SUBMITTED TO THE TCP PORTAL FOR REVIEW A MINIMUM OF 6 WEEKS PRIOR TO THE START OF CONSTRUCTION. THE APPLICANT/PROJECT REPRESENTATIVE FURTHER RECOGNIZES THAT A TCP REVIEW FEE IS REQUIRED FOR THE INITIAL REVIEW AND ALL RE-REVIEWS, AS PRESCRIBED BY THE MOST CURRENT VERSION OF THE CITY'S FEE ORDINANCE. THE FOLLOWING MUST BE TAKEN INTO CONSIDERATION: REFER TO THE “MOBILITY GUIDELINES” FOR DEVELOPING TRAFFIC CONTROL STRATEGIES HTTP://WWW.AUSTINTEXAS.GOV/PAGE/MOBILITY-GUIDELINES TCPS SHALL NOT BE APPROVED WITHOUT AN APPROVED SITE PLAN, SITE PLAN EXEMPTION, OR GENERAL PERMIT. A TRAFFIC CONTROL PLAN IS NOT A PERMIT. 2. 3. 4. 6. · · · NUMBER DESCRIPTION REVISE (R) DELETE (D) ADD (A) TOTAL SHEETS IN PLAN SHEET No'S SET IMPERV. COVER IMPERV. COVER (SF) (SF/%) CITY OF AUSTIN DATE APPROVAL DATE IMAGED CITY OF AUSTIN REVISIONS/CORRECTIONS TOTAL SITE NET CHANGE RECOMMENDED FOR APPROVAL DEVELOPMENT PERMIT NUMBER SUBMITTAL DATE AUSTIN WATER GENERAL INFORMATION & CONSTRUCTION NOTES SHEET INDEX 1. COVER SHEET 2. GENERAL NOTES PLAT 3. 4. 5. 6. EXISTING CONDITIONS & DEMO PLAN EROSION & SEDIMENTATION CONTROL PLAN 7. OVERALL SITE PLAN 8. DETAILED SITE PLAN 9. FIRE PROTECTION PLAN 10. GRADING & DRAINAGE PLAN 11. ENLARGED GRADING PLAN 12. EXISTING DRAINAGE AREA MAP 13. PROPOSED DRAINAGE AREA MAP 14. UTILITY PLAN 15. EROSION CONTROL DETAILS (1 OF 2) 16. EROSION CONTROL DETAILS (2 OF 2) 17. SITE & DRAINAGE DETAILS (1 OF 2) 18. SITE & DRAINAGE DETAILS (2 OF 2) 19. WATER & WASTEWATER DETAILS (1 OF 2) 20. WATER & WASTEWATER DETAILS (2 OF 2) 21. EXTERIOR ELEVATIONS SITE DEVELOPMENT SERVICE DEPARTMENT DATE LOCATION MAP GRID: H23, J23 MAPSCO: 584R, 585J, 585N INDUSTRIAL WASTE AUSTIN WATER DATE DATE CITY OF AUSTIN FIRE DEPARTMENT DATE AUSTIN FIRE DEPARTMENT DESIGN STANDARDS 2021 INTERNATIONAL FIRE CODE WITH CITY OF AUSTIN LOCAL AMENDMENTS FIRE FLOW DEMAND @ 20 PSI 1,500 GPM INTENDED USE PRESS BOX (PUBLIC PRIMARY EDUCATIONAL FACILITIES) CONSTRUCTION CLASIFICATION BUILDING FIRE AREA TYPE IIB 5,358 SF AUTOMATIC FIRE SPRINKLER SYSTEM NFPA 13 REDUCED FIRE FLOW DEMAND @ 20 PSI 1,000 GPM FIRE HYDRANT FIRE FLOW TEST DAY 06/24/2022 FIRE HYDRANT FLOW TEST LOCATION 1300 SHOAL CREEK BLVD HIGH-RISE (YES OR NO) NO ALTERNATIVE METHOD OF COMPLIANCE N/A FIRM REG# F-12469 5110 LANCASTER CT, AUSTIN, TX 78723 PHONE 512 761 6161 FAX 512 761 6167 INFO@CIVILITUDE.COM APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN INDICATES COMPLIANCE WITH APPLICABLE CITY REGULATIONS ONLY. APPROVAL BY OTHER GOVERNMENTAL ENTITIES MAY BE REQUIRED PRIOR TO THE 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 START OF CONSTRUCTION. THE APPLICANT IS RESPONSIBLE FOR DETERMINING WHAT ADDITIONAL APPROVALS MAY BE NECESSARY. _______________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE __________ ZONING ______________ SF-3, P 01 21 SHEET ____ OF ____ PERMANENT VEGETATIVE STABILIZATION: – : ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ·   ·   TEMPORARY VEGETATIVE STABILIZATION: · · · · · 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 ____ GENERAL NOTES SERVICE EXTENSION REQUESTS WATER SER NO. XXXX PROJECT INFORMATION¹ FIRE, DOMESTIC AND IRRIGATION DEMAND DATA ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER. APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN DOES NOT REMOVE THESE RESPONSIBILITIES. "REVIEWED BY AUSTIN WATER" APPLIES ONLY TO AW PUBLIC FACILITIES. ALL OTHER WATER AND WASTEWATER FACILITIES INSIDE PRIVATE PROPERTY ARE UNDER THE JURISDICATION OF BUILDING INSPECTIONS. Use of Electronic Files General Disclaimer: Use of the attached files in any manner indicates your acceptance of terms and conditions as set forth below. If you do not agree to all of the terms and conditions, please contact Austin Water Pipeline Engineering, project coordinator prior to use of the referenced information. Please be advised that the attached files are in a format that can be altered by the user. Due to this fact, any reuse of the data will be at the user's sole risk without liability or legal exposure to the City of Austin and user shall indemnify and hold harmless The City of Austin from all claims, damages, losses and expenses including attorney's fees arising out of or resulting from using the digital file. In addition, it is the responsibility of the user to compare all data with the PDF version of this drawing. In the event there is a conflict between the PDF version drawing and the electronic file, the PDF version drawing shall prevail. FIRE FLOW TEST DATA Automated Metering Infrastructure: Effective March 2022, new water meters installed shall be in conformance with AW’s automated metering infrastructure technology, and with the applicable standard product list. Applicants filing a site plan or subdivision plan will be required to coordinate with the Austin Water Plan Reviewer for details on approval and installation. Prior to the handling and disposal of Asbestos Pipe, the Contractor’s work plans will be reviewed and coordinated through Austin Water's Asbestos Program Manager who can be reached at 512-972-0915. It is the Contractor’s responsibility to utilize a trained, certified and licensed Asbestos Abatement Contractor in accordance with the Federal, State and Local regulations. Modifications to Austin Water signed and stamped sheets are not permitted. All design modifications will need to be submitted via the ABC portal for a Plan Correction or Revision. All unethical engineering practices, including modifying City Stamped plan sheets, shall be reported to the Texas Board of Professional Engineers and Land Surveyors (PELS). Reference: Texas Engineering Practice Act and Rules, Subchapter C: Professional Conduct and Ethics Meter Notice: Meter 1.5 inches and larger must be purchased and ordered 90 days in advance of installation. Meter(s) Requirement for Project: Address: 1301 SHOAL CREEK Use: DOMESTIC FOR FIELDS (EXISTING TO REMAIN) TYPE: POSITIVE DISPLACEMENT Size: 3" GPM Range: 100-160 GPM Service Units: 8 I N T S U A F O Y T C I R E T A W N T S U A I 1 2 0 2 r e b o t c O 0 . 2 N O S R E V I . O N D R A D N A T S 1 F O 1 CENTRAL NORTH USE: DOMESTIC FOR AUSTIN RECS (EXISTING TO REMAIN) TYPE: POSITIVE DISPLACEMENT SIZE: UNK GPM RANGE: UNK GRID NUMBER: MAPSCO NUMBER: AW INTERSECTION NUMBER: BUILDING SIZE IN SQUARE FEET: BUILDING TYPE PER IFC: BUILDING HEIGHT: AVAILABLE FIRE FLOW CALCS AT 20 PSI: REQUIRED BUILDING FIRE FLOW PER IFC TABLE B105.1(2): REDUCED FIRE FLOW PER 75% FIRE SPRINKLER REDUCTION PER IFC TABLE B105.2: MINIMUM FIRE FLOW (SEE NOTE #2 BELOW): DOMESTIC WATER DEMAND IN GPM: WATER SUPPLY FIXTURE UNITS (WSFU) FLUSH TANKS OR FLUSHOMETERS (CIRCLE APPLICABLE ITEM): AUSTIN WATER PRESSURE ZONE: STATIC WATER PRESSURE IN PSI: STATIC PRESSURE AT THE HIGHEST LOT SERVED IN PSI: STATIC PRESSURE AT THE LOWEST LOT SERVED IN PSI: MAXIMUM IRRIGATION DEMAND: FIRE LINE VELOCITY: 8" SIZE OF FIRE LINE (EXISTING) DOMESTIC LINE VELOCITY: 2" SIZE OF DOMESTIC SERVICE LIVING UNIT EQUIVALENTS (LUEs) H23, J23 585N 19172 5,358 II-B 56'-7" 2505 GPM 1,500 GPM 375 GPM 1,000 GPM 59 GPM 175 WSFU 101.30 80.52 103.03 N/A 9.93 2.2 FPS 10.2 NOTE: LOTS WITH 65 PSI OR GREATER REQUIRE A PRV TO BE INSTALLED ON THE PROPERTY OWNERS SIDE OF THE DOMESTIC WATER METER. 1. WITH THE EXCEPTION OF PROVIDING THE REQUIRED INFORMATION, DO NOT REVISE THESE TABLES IN ANYWAY. 2. MIN FIRE FLOW: DESIGN ENGINEER MUST INDICATE VALUES WHICH COMPLY WITH IFC TABLES B105.1(2) OR B105.2 (REQUIRED OR REDUCED FIRE FLOWS). MIN FIRE FLOW VALUE SHALL BE NO LESS THAN 1000 GPM FOR NFPA 13 SYSTEMS OR 1500 GPM FOR NFPA 13R SYSTEMS (FOOTNOTES a and b FOR TABLE B105.2). IF DEMAND, OTHER THAN MINIMUM FIRE FLOW, IS UTILIZED IN FIRE LINE VELOCITY DETERMINATION, ENGINEERING JUSTIFICATION SHALL BE SHOWN ON THIS SHEET WITH APPLICABLE DATA AND CALCULATIONS. 3. WASTEWATER SERVICE NO.XXXX Additional Review Acknowledgement Onsite Water Reuse & AW Reclaimed Information Does this development have a total gross floor building area of 250,000 square feet or more? Distance to nearest existing AW reclaimed main? □ YES x □ NO □ 250' or less □ 251' to 500' x □ Greater than 500' Automated Metering Information Is this project within the current service area of AW's Data Collection Units (DCUs)? Does this project require a dedicated easement for DCU infrastructure? AULCC Requirement Does this project within the current service area of AW's data Collection Units (DCUs) IF YES, PLEASE PROVIDE UCC#__________ x □ YES □ NO □ YES x □ NO □ YES x □ NO OFFSITE UTILITY LETTER FIRE FLOW MAP I D N A N O T A M R O F N I L A R E N E G R E T A W N T S U A I I I D N A S E T S L A C R E M M O C R O F S E T O N N O T C U R T S N O C I S N A L P N O S V D B U S I I I INSPECTION NOTES Please contact Development Services Department, Site and Subdivision Inspection at sitesubintake@austintexas.gov for arrangements for payment of Inspection fees and job assignment for Inspection of the public utilities to this site. Inspection fees must be paid before any Pre-construction meeting can be held. STANDARD CONSTRUCTION NOTES October 1, 2021 1. THE CITY STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF BIDDING SHALL COVER MATERIALS AND METHODS USED TO DO THIS WORK. 2. CONTRACTOR MUST OBTAIN A ROW PERMIT FROM AUSTIN TRANSPORTATION DEPT, RIGHT OF WAY MANAGEMENT DIVISION BEFORE BEGINNING CONSTRUCTION WITHIN THE RIGHT-OF-WAY OF A PUBLIC STREET OR ALLEY. ACTIVITY WITHIN RIGHT-OF-WAY SHALL COMPLY WITH APPROVED TCP. 3. AT LEAST 48 HOURS PRIOR TO BEGINNING ANY UTILITY CONSTRUCTION ACTIVITY IN PUBLIC ROW OR PUBLIC EASEMENT, THE CONTRACTOR SHALL NOTIFY THE APPLICABLE CITY OF AUSTIN INSPECTION GROUP (AUSTIN TRANSPORTATION, DEVELOPMENT SERVICES, OR PUBLIC WORKS). SEE CURRENT NOTIFICATION REQUIREMENTS AT WWW.AUSTINTEXAS.GOV. THE CONTRACTOR SHALL CONTACT THE AUSTIN AREA “ONE CALL” SYSTEM AT 1-800-344-8377 FOR EXISTING UTILITY LOCATIONS PRIOR TO ANY EXCAVATION IN ADVANCE OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES TO BE EXTENDED, TIED TO, OR ALTERED, OR SUBJECT TO DAMAGE/INCONVENIENCE BY THE CONSTRUCTION OPERATIONS. THE CITY OF AUSTIN WATER AND WASTEWATER MAINTENANCE RESPONSIBILITY ENDS AT R.O.W./EASEMENT LINES. 4. 5. NO OTHER UTILITY SERVICE/APPURTENANCES SHALL BE PLACED NEAR THE PROPERTY LINE, OR OTHER ASSIGNED LOCATION DESIGNATED FOR WATER AND WASTEWATER UTILITY SERVICE THAT WOULD INTERFERE WITH THE WATER AND WASTEWATER SERVICES. 6. MINIMUM TRENCH SAFETY MEASURES SHALL BE PROVIDED, AS REQUIRED BY OSHA, CITY SPECIFICATION 509S, AND CITY/COUNTY CONSTRUCTION INSPECTORS. 7. ALL MATERIALS TESTS ORDERED BY THE OWNER FOR QUALITY ASSURANCE PURPOSES, SHALL BE CONDUCTED BY AN INDEPENDENT LABORATORY AND FUNDED BY THE OWNER IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEM 1804S.04. PRESSURE TAPS SHALL BE ALLOWED ON A CASE BY CASE BASIS, AS DETERMINED BY THE DIRECTOR'S DESIGNEE. NORMALLY PRESSURE TAPS 4 INCHES AND LARGER 8. SHALL BE ALLOWED IN THE FOLLOWING CASES: A) A TEST SHUT OUT INDICATES AN ADEQUATE SHUT OUT TO PERFORM THE WORK IS NOT FEASIBLE B) MORE THAN 30 CUSTOMERS OR A SINGLE CRITICAL CUSTOMER (AS DEFINED BY AUSTIN WATER) WOULD BE IMPACTED BY THE SHUT OUT OR C) THE EXISTING WATER LINE WARRANTS IT. WATER LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEMS 510.3 (27)-(29). FORCE MAIN PRESSURE 9. TESTING SHALL BE CONDUCTED AND FALL UNDER THE SPECIFICATIONS AS WATER LINES (PRESSURE PIPE) OR AT THE PRESSURES SHOWN ON THE APPROVED PLANS. 10. ALL MATERIAL USED ON THIS PROJECT MUST BE LISTED ON THE STANDARD PRODUCTS LISTING. ANY MATERIAL NOT LISTED HAS TO GO THROUGH THE REVIEW OF THE STANDARDS COMMITTEE FOR REVIEW AND APPROVAL PRIOR TO START OF PROJECT. TESTING AND EVALUATION OF PRODUCTS ARE REQUIRED BEFORE APPROVAL WILL BE GIVEN ANY CONSIDERATION. 11. WHEN WATER SERVICES ARE DAMAGED AND THE SERVICE MATERIAL IS POLYETHYLENE (PE), THE LINE SHALL BE REPAIRED ONLY BY HEAT FUSION WELD, AT BRASS FITTINGS, OR THE FULL LENGTH SHALL BE REPLACED PER CURRENT STANDARD DETAIL(S). WHEN POLYBUTYLENE (PB) TUBING IS DAMAGED OR TAMPERED WITH IN ANY WAY, THE FULL LENGTH OF SERVICE LINE SHALL BE REPLACED. (NOTE: FULL LENGTH IS FROM THE CORPORATION STOP TO THE METER.) REPAIR COUPLINGS ARE NOT ALLOWED FOR ANY WATER OR WASTEWATER SERVICE LINE REPAIR, RECONNECT, OR REPLACEMENT. 12. WHEN AN EXISTING WATERLINE SHUT OUT IS NECESSARY AND POSSIBLE, THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION INSPECTOR WHO WILL THEN NOTIFY AUSTIN WATER DISPATCH AND THE AFFECTED CUSTOMERS A MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE. 13. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION INSPECTOR SO THAT HE CAN NOTIFY THE AUSTIN WATER AT 972-0000 AT A MINIMUM OF 72 HOURS PRIOR TO RELOCATING ANY DOMESTIC OR FIRE DEMAND WATER METERS. THE CONTRACTOR SHALL CAREFULLY REMOVE ALL METERS AND METERS BOXES THAT ARE INDICATED TO BE RELOCATED OR SALVAGED. THE CONTRACTOR SHALL INSTALL THE REMOVED METER OR CITY PROVIDED METER AT THE NEW LOCATION INDICATED ON THE CONSTRUCTION PLANS. THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS OF EXISTING UTILITIES, BELOW GROUND AND OVERHEAD, PRIOR TO STARTING ONSITE 14. UTILITY WORK. 15. ALL WATER, WASTEWATER, AND RECLAIMED MAINS SHALL BE INSTALLED IN ACCORDANCE WITH THE SEPARATION DISTANCES INDICATED ON THE PLANS, PER UTILITY CRITERIA MANUAL AND TCEQ CHAPTERS 210, 217, AND 290. 16. PROJECT-SPECIFIC SHOP DRAWINGS SHALL BE SUBMITTED FOR AW APPROVAL FOR PRE-CAST CIRCULAR VERTICAL MANHOLE SECTIONS LARGER THAN 48" DIAMETER. THE SHOP DRAWINGS SHALL INCLUDE THE FLOWLINE ELEVATION OF ALL CONNECTING PIPES; ELEVATIONS OF TRANSITIONS FROM LARGE DIAMETER SECTIONS TO 48" DIAMETER SECTIONS; TOP OF MANHOLE AND SURROUNDING GROUND ELEVATIONS; AND DETAILS OF SPECIAL CONSTRUCTION CONSIDERATIONS SPECIFIED IN THE CONTRACT DOCUMENTS. 17. WHEN CONCRETE MANHOLES LARGER THAN 48 INCH DIAMETER ARE USED, DRAWINGS THAT ARE SEALED BY A PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR BASE SLABS, FLAT TOP LIDS (IF USED), AND FLAT TYPE CONCRETE PIECES USED TO TRANSITION FROM LARGER TO SMALLER DIAMETER MANHOLE SECTIONS. 18. ALL FIRE HYDRANTS AND VALVES THAT ARE TO BE ABANDONED SHALL BE REMOVED, SALVAGED AND RETURNED TO AUSTIN WATER. NOTICE SHOULD BE GIVEN 48 HOURS PRIOR, TO PIPELINE OPERATIONS DISTRIBUTION SYSTEM -VALVES AND HYDRANT SERVICES SUPERVISOR AT 512-972-1280. 19. ALL EXISTING WATER METERS IDENTIFIED TO BE RELOCATED OR ABANDONED AT THE DEVELOPMENT SHALL BE REMOVED FROM THE METER BOX PRIOR TO CONSTRUCTION AND GIVEN IMMEDIATELY TO THE CITY OF AUSTIN INSPECTOR. 20. THE ENGINEER SHALL CALL OUT THE SIZE, TYPE AND USE (DOMESTIC OR IRRIGATION) OF ALL EXISTING WATER METERS TO BE RELOCATED OR REPURPOSED. WATER METER NUMBERS WILL NOT BE REQUIRED TO BE PLACED ON THE PLAN SHEET. A SEPARATE AUSTIN WATER TAPS OFFICE FORM WILL BE USED TO PROVIDE RELEVANT DATA FOR THE EXISTING INFORMATION ON EXISTING METERS TO RECEIVE APPROPRIATE CREDITS. THIS FORM SHALL BE DIRECTLY SUBMITTED TO AUSTIN WATER TAPS OFFICE FOR REVIEW AND PROCESSING. 21. NO CONNECTION MAY BE MADE BETWEEN THE PRIVATE PLUMBING AND AUSTIN WATER INFRASTRUCTURE UNTIL A CITY APPROVED WATER METER HAS 22. METER BOXES AND CLEAN OUTS SHALL NOT BE LOCATED WITHIN PAVED AREAS SUCH AS DRIVEWAYS AND SIDEWALKS. AUSTIN WATER REVIEW BLOCK PROPOSED PRODUCT TYPE (TO BE INSTALLED) LENGTH OF PIPE (L.F.) SIZE OF PIPE (INCH) NO. OF SERVICES BEEN INSTALLED. AW INFRASTRUCTURE INFORMATION WATER MAIN WASTEWATER MAIN RECLAIMED WATER MAIN WATER SERVICE WASTEWATER SERVICE RECLAIMED WATER SERVICE EXPAND OR REDUCE TABLE AS NEEDED* THE INFORMATION INCLUDED IN THIS TABLE ARE APPROXIMATE VALUES ESTIMATED BASED ON GENERAL ENGINEERING GUIDELINES NA NA NA NA NA NA NA NA NA AW EXPIRATION STAMP THREE YEARS FROM THE DATE OF SIGN-OFF 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 ____ 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 ZONING: LO ZONING: LO USE: COMMON AREAS USE: COMMON AREAS W 15TH STREET W 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' N W 13TH STREET W 13TH STREET 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' W 15TH STREET W 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' N W 13TH STREET W 13TH STREET 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' W 15TH STREET W 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' N W 13TH STREET W 13TH STREET 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 ____ S H O A L C R E E K B L V D . PARKING: REQUIRED SPACES: 0 FOR THIS SITE PLAN PROVIDED SPACES: 0 FOR THIS SITE PLAN EXISTING SPACES: 305 (295 STANDARD; 10 H.C.) 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 ____ W 15TH STREET W 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 . 512 512 LEGEND BOUNDARY / RIGHT OF WAY EASEMENT / SETBACK EXISTING CONTOUR LINE PROPOSED CONTOUR LINE CURB / EDGE OF PAVEMENT PROPOSED BUILDING PAD AREA WW WASTEWATER MANHOLE STORM DRAIN LINE WATER LINE WASTEWATER LINE OVERHEAD ELECTRIC GAS LINE WATER METER WATER VALVE FIRE HYDRANT WASTEWATER CLEANOUT BACKFLOW PREVENTER STORM DRAIN MANHOLE STORM DRAIN CURB INLET STORM DRAIN AREA INLET TRANSFORMER AIR CONDITIONER UNIT GAS METER ELECTRIC MANHOLE ELECTRIC BOX UTILITY POLE GUY WIRE EXISTING FIRE LANE STRIPING PROPOSED FIRE LANE STRIPING EXISTING FIRE HYDRANT CO BFP D T AC G EM E N W 13TH STREET W 13TH STREET 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' W 15TH STREET W 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' N W 13TH STREET W 13TH STREET 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 ____ 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 ____