18.1 - 8401 Hathaway Dr - Site Plan — original pdf

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1 2 3 4 5 A B C D E F BURNET MIDDLE SCHOOL p u o r G R L D © 8421 HATHAWAY DRIVE AUSTIN, TX 78757 PROJECT #: 230015-BURNT AUSTIN INDEPENDENT SCHOOL DISTRICT 4000 S IH 35 FRONTAGE RD, 4TH FLOOR AUSTIN, TX 78704 CMD PHONE #: (512) 414-8940 ISSUANCE: HISTORIC SITE PLAN EXEMPTION HISTORIC REVIEW ONLY: OCTOBER 14, 2024 PROJECT SCOPE: As part of the 2022 Bond, Burnet Middle School will receive a full modernization of the existing campus at its current location. The modernization of Burnet Middle School will involve a full campus replacement on its current site at 8401 Hathaway Drive, Austin, TX 78757. The design of the site will feature updated parking, site circulation, outdoor learning spaces, and outdoor athletics spaces. The future Burnet Middle School will be a medium-sized middle school, designed for an 1100-1300 student capacity at a programmed size of 248,000 GSF. The existing middle school demolition will occur after the construction of the new school has reached completion. SHEET INDEX: GENERAL G0.01: HISTORIC REVIEW COVER SHEET CIVIL 16: DEMOLITION PLAN ARCHITECTURE AD1.10: LEVEL 01 - DEMOLITION PLAN AD2.10: ENLARGED DEMOLITION PLAN A AD2.20: ENLARGED DEMOLITION PLAN B AD2.30: ENLARGED DEMOLITION PLAN C PROJECT SITE 1 VICINITY MAP G0.01 NO SCALE I I N O T A Z N R E D O M L O O H C S E L D D M T E N R U B I 7 5 7 8 7 X T , I I N T S U A E V R D Y A W A H T A H 1 2 4 8 I I T C R T S D L O O H C S T N E D N E P E D N I I N T S U A 4 0 7 8 7 X T , I N T S U A R O O L F H T 4 D R E G A T N O R F 5 3 H I S 0 0 0 4 T N R U B - 5 1 0 0 3 2 0 4 9 8 - 4 1 4 ) 2 1 5 ( HISTORIC SITE PLAN EXEMPTION 2024.10.10 REVISIONS 39-23159-00 HISTORIC REVIEW COVER SHEET G0.01 B C E A NOTES: 1. TREE PROTECTION FENCING IS REQUIRED FOR ALL TREES WITHIN THE LIMITS OF DESTRUCTION ON SITE BEFORE DEMOLITION OCCURS. WHERE FENCING CANNOT BE PLACED TO PROTECT THE EXTENT OF THE CRITICAL ROOT ZONE WITH NATURAL GROUND COVER, PROVIDE AN 8” LAYER OF ORGANIC HARDWOOD MULCH OUTSIDE OF THE FENCING. 2. STRAPPING 2x4 OR THICKER LUMBER (TO MATCH HEIGHT OF BUILDING) SECURELY AROUND TREE TRUNK, BUTTRESS ROOTS, AND ROOT FLARE, IS REQUIRED IF FENCING CANNOT GO AROUND THE ENTIRE HALF CRITICAL ROOT ZONE. 3. IF PRUNING IS NECESSARY DURING DEMOLITION, IT SHOULD TAKE PLACE PRIOR TO THE START OF THE DEMOLITION PROCESS. IT MUST BE PERFORMED BY A QUALIFIED ARBORIST AND NO MORE THAN 25 IS PERMITTED. 4. ALL EXISTING WASTEWATER LINES TO BE REMOVEDABANDONED MUST BE CUT, CAPPED, AND PLUGGED AT THE MAIN. 5. GREASE INTERCEPTORS (OR TRAPS) SHALL BE PUMPED OUT BY A LICENSED LIQUID WASTE HAULER WITH CURRENT CITY OF AUSTIN PERMITS PRIOR TO REMOVAL. THE MANIFEST OR “TRIP TICKET” DOCUMENT PROVIDED BY THE HAULER SHALL BE POSTED ON-SITE OR MADE AVAILABLE DURING ABANDONMENTREMOVAL INSPECTIONS. FOR A CURRENT LIST OF LIQUID WASTE HAULERS THAT HAVE CITY OF AUSTIN AND STATE OF TEXAS PERMITS, PLEASE VISIT THE SSD'S LIQUID WASTE HAULER PROGRAM WEBSITE AT: WWW.AUSTINTEXAS.GOVDEPARTMENTLIQUID-WASTE-HAULER-PROGRAM 6. THE GREASE INTERCEPTOR (OR TRAP) SHALL BE REMOVED ENTIRELY AND BACKFILLED AS REQUIRED BY THE PLUMBING INSPECTOR. EXAMPLES OF ACCEPTABLE FILL MATERIAL FOR ABANDONMENT OR REMOVAL INCLUDE SAND; SANDY LOAM; PEA GRAVEL; CRUSHED LIMESTONE BASE; OR CLEAN CLASS III SOILS. CLAY SOILS SHOULD BE AVOIDED DUE TO THEIR HIGH SHRINKSWELL CHARACTERISTICS. 7. WHERE DEMOLISHING EXISTING STRUCTURES, REMOVING UTILITIES, ANDOR REMOVING FLATWORK WITHIN THE CRITICAL ROOT ZONES OF TREES 8” OR GREATER IN DIAMETER, USE ONLY HAND-TOOLS AS REFERENCED IN SPECIAL CONSTRUCTION TECHNIQUES ECM 3.5.4(D). 8. EXISTING WATER METER TO BE RETURNED FOR CREDIT. D X12 X10 X3 X12 P2 X1 X12 W1 E1 X1 X5 E1 X5 E1 E2 X5 X1 P2 X3 E5 W4 X3 X12 W3 S A N D2 D1 P2 E2 P2 X5 E2 E5 W4 P2 P2 W4 W4 X5 X6 P2 D2 D1 S1 W3 X5 W4 P2 W4 P2 D1 W3 D2 W4 W4 X3 P2 P2 W4 E5 P2 X5 X6 X5 W4 D1 X3 W4 W2 W4 E3 P1 X8 E4 P3 P3 P3 E2 S2 P1 X8 X8 W2 G2 W3 P2 G2 P2 P2 E2 W3 E6 S3 E1 X2 W3 X1 S2 S3 W3 S3 X12 E1 X8 P3 P2 E1 P2 X12 S1 S3 P2 P2 D1 P2 S4 S3 P2 X10 W3 X10 P2 X11 ) . . E V I R D Y A W A H T A H W O . R ' 0 6 ( X12 X3 P2 P3 X8 E1 E2 S3 P2 X9 P2 P2 G3 E1 P1 E3 P2 E1 D2 P2 E1 X8 G2 P2 W3 X1 E6 W3 P2 E6 X1 X12 X12 X12 W4 C2 P2 X12 X1 W4 P2 W3 S3 P2 W3 P2 W4 D1 P1 W4 W4 W4 P2 X3 P2 P2 X6 P2 X6 X6 E1 E1 P2 E4 W3 X12 E2 W2 W4 X12 P4 E1 G2 E6 D2 X12 W4 P2 E1 W4 X8 X12 E2 E2 G2 P2 P1 P3 D1 P2 D2 C1 S2 S3 G2 D1 S2 X12 S3 G2 S2 D1 D2 W4 D1 X1 X12 W4 X12 X3 W3 P2 X1 P2 W4 X12 D1 P1 W4 X12 D2 P2 X12 P2 P2 X10 X4 X11 P2 S1 E6 P2 S3 P2 G2 S3 X12 X1 P2 S3 W4 D1 X3 D1 D1 X12 P2 W3 D1 P2 X12 X2 W3 S3 E6 E4 E3 P2 E4 E1 P2 X4 D1 E3 W4 W4 P1 P2 E1 P2 E1 E1 P2 E4 P2 X4 P2 S3 E3 E1 X12 W3 P1 X1 X12 P2 P2 W2 S1 P1 X1 P2 P2 E1 S3 X1 E4 E3 P2 S3 X1 P2 W4 P2 X12 D1 W4 D2 G2 D2 W4 S3 W4 X1 X12 P1 X12 D O RIS D (60' R.O.W.) RIV E P2 S3 P2 S3 E3 W3 P2 X1 W3 P2 E3 E4 E4 E1 P2 E4 E4 P2 E1 E3 X8 E4 P1 X3 X3 X4 E4 P1 E3 E1 E4 E3 E1 E4 X8 P1 X8 P2 W4 X2 1 2 3 4 5 F LEGEND LIMITS OF CONSTRUCTION p u o r G R L D © DEMOLITION NOTES TO CONTRACTOR: 1. 2. 3. THE CONTRACTOR AND OWNER SHALL COORDINATE WITH UTILITY SERVICE PROVIDERS FOR TERMINATION OF POWER AND GAS SERVICES TO THE SITE OR NEW SERVICES. THIS WORK SHALL BE PERFORMED BY THE UTILITY SERVICE PROVIDER AND SHALL BE SCHEDULED AS ONE OF THE FIRST ITEMS OF BUSINESS. ALL SITE FEATURES NOT IDENTIFIED TO BE DEMOLISHED ARE TO REMAIN AND SHALL BE PROTECTED-IN-PLACE. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 4. CONTRACTOR TO FOLLOW ALL RECOMMENDED SAFETY AND DISPOSAL PROCEDURES INCLUDING BUT NOT LIMITED TO EPA, TCEQ & OSHA. 5. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS OFFSITE. 6. BACKFILL ALL VOIDS FROM REMOVED ITEMS WITH STRUCTURAL FILL MATERIAL PLACED AND COMPACTED PER GEOTECHNICAL REPORT. 7. WHEN EXISTING SIDEWALK IS CLOSED FOR CONSTRUCTION, CONTRACTOR SHALL BARRICADE THAT AREA AND PROVIDE SAFE ALTERNATE PATH FOR PEDESTRIANS WITH PROPER SIGNAGE. 8. ALL TRAFFIC SIGNAGE WITHIN THE ROW SHALL BE PROTECTED IN PLACE AT ALL TIMES. ANY DAMAGE TO THESE DEVICES SHALL BE REPAIRED IMMEDIATELY. 9. CONTRACTOR SHALL REPAIR ANY ITEMS DAMAGED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE ON SITE DURING ALL CONSTRUCTION ACTIVITIES. 11. THE CONTRACTOR SHALL ENTER AND EXIT THE SITE THROUGH EXISTING DRIVEWAY. RECORD DRAWINGS. 12. CONTRACTOR SHALL NOTE ALL UTILITY PLUG LOCATIONS ON FIELD NOTE: A PRECONSTRUCTION MEETING WITH THE ENVIRONMENTAL INSPECTOR IS REQUIRED PRIOR TO ANY SITE DISTURBANCE. + A S S O C I A T E S S T R U C T U R A L | C I V I L 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 TEXAS REGISTERED ENGINEERING FIRM F-3426 D + A PROJECT No. C23-067-00 GENERAL DEMOLITION KEY NOTES: EXISTING STRUCTURE TO BE DEMOLISHED INCLUDING SLABS AND PIERS. EXISTING TREE TO BE REMOVED. EXISTING FENCE TO BE REMOVED. EXISTING BUILDING TO BE REMOVED. EXISTING RUBBER TRACK OVERLAY TO BE REMOVED. EXISTING GOAL POST TO BE REMOVED. EXISTING BIKE RACK TO BE REMOVED. EXISTING SIGN TO BE REMOVED. EXISTING METAL POLE TO BE REMOVED. EXISTING PLANTER TO BE REMOVED. EXISTING SHED TO BE REMOVED. X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 X12 EXISTING TREE TO BE PROTECTED AND PRESERVED UNLESS CONFLICTS EXIST. PAVING DEMOLITION KEY NOTES: P1 EXISTING ASPHALT PAVEMENT TO BE REMOVED. P2 EXISTING CONCRETE PAVEMENT TO BE REMOVED. P3 EXISTING CONCRETE CURB TO BE REMOVED. P4 EXISTING CONCRETE CURB TO BE REMOVED. DRAINAGE DEMOLITION KEY NOTES: D1 EXISTING STORM INLET, MANHOLE OR OTHER STRUCTURE TO BE REMOVED. D2 EXISTING STORM SEWER TO BE REMOVED. D3 ADJUST EXISTING STORM INLET, MANHOLE OR OTHER STRUCTURE TO MATCH TOP OF PAVEMENT. WATER DEMOLITION KEY NOTES: W1 EXISTING WATER LINE TO BE CUT AND PLUGGED AT MAIN. W2 EXISTING WATER LINE TO BE REMOVED. W3 EXISTING WATER APPURTENANCE TO BE REMOVED. WATER METER TO BE RETURNED TO CITY INSPECTOR FOR CREDIT. W4 EXISTING IRRIGATION LINE TO BE REMOVED AND PLUGGED AT MAIN. WASTEWATER DEMOLITION KEY NOTES: S1 EXISTING SANITARY SEWER LINE TO BE CUT AND PLUGGED AT MAIN. S2 EXISTING SANITARY SEWER TO BE REMOVED. S3 EXISTING SANITARY MANHOLE, CLEANOUT OR OTHER STRUCTURE TO BE REMOVED. S4 EXISTING GREASE TRAP REMOVED. SEE NOTE PROVIDED ON SHEET. ELECTRICAL DEMOLITION KEY NOTES: NOTE: ALL ELECTRICAL ITEMS TO BE CUT, PLUGGED OR REMOVED SHALL BE COORDINATED WITH SERVICE PROVIDER AND MEP. E1 EXISTING ELECTRICAL BOX TO BE REMOVED. E2 EXISTING UNDERGROUND ELECTRICAL TO BE REMOVED. EXISTING POWER POLE TO BE REMOVED. EXISTING OVERHEAD ELECTRICAL TO BE REMOVED. EXISTING LIGHT POLE TO BE REMOVED. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED. E3 E4 E5 E6 E7 EXISTING UNDERGROUND ELECTRICAL TO BE CUT AND PLUGGED. 50 CONSTRUCTION DOCUMENTS 09202024 REVISIONS GAS DEMOLITION KEY NOTES: NOTE: ALL GAS ITEMS TO BE CUT, PLUGGED OR REMOVED SHALL BE COORDINATED WITH SERVICE PROVIDER AND MEP. G1 EXISTING GAS LINE TO BE CUT AND PLUGGED. G2 EXISTING GAS LINE TO BE REMOVED. G3 EXISTING GAS APPURTENANCE TO BE REMOVED. COMMUNICATION DEMOLITION KEY NOTES: NOTE: ALL COMMUNICATION ITEMS TO BE CUT, PLUGGED OR REMOVED SHALL BE COORDINATED WITH MEP AND SERVICE PROVIDER AND MEP. C1 C2 EXISTING COMMUNICATION BOX TO BE REMOVED. EXISTING UNDERGROUND COMMUNICATION LINE TO BE CUT AND PLUGGED. 10022024 i n o i t a z n r e d o M l o o h c S e d d M i l t e n r u B t c i r t s D i l o o h c S t n e d n e p e d n I n i t s u A 7 5 7 8 7 X T , n i t s u A . t S y a w a h a H 1 2 4 8 t 39-23159-00 DEMOLITION PLAN SHEET NUMBER 16 OF 41 A B D E F 1 2 3 4 5 C O L F A X A V E N U E 1 " 6 - ' 6 3 . F . I . V 3 3 3 67' - 6" V.I.F. 1 3 1 AD2.3 C C A P I T A L M E T R O 11 103' - 10" " 5' - 0 1 1 3 3 3 H A T H A W A Y D R I V E " 2' - 6 F. V.I. 7 5 1 " 8' - 0 1 2 " 8' - 0 6 3 D I R T D R I V E 3 3 183' - 4" 3 3 155' - 3" 15' - 3" 1 640' - 0" V.I.F. 12 1 AD2.1 365' - 8" 6 108' - 0" 3 3 3 10 3 15 81' - 6" 13 640' - 0" V.I.F. 1 63' - 0" 3 57' - 0" 73' - 8" 3 184' - 0" 2 1 AD2.2 3 3 " 9' - 0 3 " 2' - 6 F. V.I. 7 5 1 " 2' - 0 2 2 3 3 5 3 57' - 0" 63' - 0" 3 " 2' - 0 7 3 63' - 0" 3 9' - 4" D O R I S D R I V E OVERALL DEMOLITION PLAN, LEVEL 1 SCALE: 1" = 50'-0" JOY LANE W O O D S T O N E D R I V E DEMOLITION GENERAL NOTES DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS. THE CONTRACTOR SHALL: A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE- APPROVED AND COORDINATED WITH THE OWNER’S REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE FOR USER’S SAFETY. B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE OWNER AND AS SPECIFIED. C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL TIMES. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS, MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND/OR CONDITION. J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED OTHERWISE OR AS AUTHORIZED BY ARCHITECT. K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OF THEIR SERVICE. L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY GEOTECHNICAL ENGINEER. P. ALL EXISTING FOUNDATIONS, UTILTIES, AND FENCING TO BE DEMOLISHED UNLESS NOTED OTHERWISE. REFERENCE KEYNOTES # SHEET NOTES 1 EXISTING BUILDING TO BE DEMOLISHED; REFER TO PLANS FOR SCOPE. VERIFY DIMENSIONS IN FIELD. 2 EXISTING PORTABLE CLASSROOMS TO REMAIN. 3 PROVIDE TREE PROTECTION FENCING AROUND FULL CRITICAL ROOT ZONE. 5 REMOVE TREE AT THIS LOCATION. 6 AISD TO SALVAGE CHILLER EQUIPMENT AT THIS LOCATION. 10 DEMOLISH EXISTING SIDEWALK. PROTECT AND STORE EXISTING LIMESTONE BLOCKS ON SITE FOR REUSE IN FUTURE LANDSCAPE DESIGN. 11 EXISTING ATHLETIC FIELD AND TRACK TO BE DEMOLISHED. 12 EXISTING TENNIS AND BASKETBALL COURTS TO BE 13 EXISTING SOLAR CLASSROOM TO REMAIN. 15 EXISTING SOLAR CLASSROOM TO REMAIN. PROTECT DURING DEMOLISHED. DEMOLITION. p u o r G R L D © I I N O T A Z N R E D O M L O O H C S E L D D M T E N R U B I 7 5 7 8 7 X T , I I N T S U A E V R D Y A W A H T A H 1 2 4 8 I I T C R T S D L O O H C S T N E D N E P E D N I I N T S U A 4 0 7 8 7 X T , I N T S U A R O O L F H T 4 D R E G A T N O R F 5 3 H I S 0 0 0 4 T N R U B - 5 1 0 0 3 2 0 4 9 8 - 4 1 4 ) 2 1 5 ( HISTORIC SITE PLAN EXEMPTION 2024.10.10 REVISIONS 39-23159-00 LEVEL 01 - DEMOLITION PLAN AD1.10 A B C D E 1 2 3 4 5 7 3 3 8 DEMO PLAN AREA A Copy 1 SCALE: 1/16" = 1'-0" 4 3 3 7 9 3 F DEMOLITION GENERAL NOTES DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS. THE CONTRACTOR SHALL: A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE- APPROVED AND COORDINATED WITH THE OWNER’S REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE FOR USER’S SAFETY. B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE OWNER AND AS SPECIFIED. C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL TIMES. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS, MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND/OR CONDITION. J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED OTHERWISE OR AS AUTHORIZED BY ARCHITECT. K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OF THEIR SERVICE. L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY GEOTECHNICAL ENGINEER. P. ALL EXISTING FOUNDATIONS, UTILTIES, AND FENCING TO BE DEMOLISHED UNLESS NOTED OTHERWISE. REFERENCE KEYNOTES # SHEET NOTES 3 PROVIDE TREE PROTECTION FENCING AROUND FULL CRITICAL ROOT ZONE. 4 REMOVE AND SALVAGE SAILOR GRAPHIC IN GYM FLOORING PRIOR TO DEMOLITION. REMOVE OUT TO 10'-0" IN ALL DIRECTIONS OF SAILOR. VERIFY EXACT DIMENSION IN FIELD. 7 AISD TO SALVAGE DOOR HARDWARE AT THIS LOCATION. 8 AISD TO SALVAGE BOILER EQUIPMENT AT THIS LOCATION. 9 AISD TO SALVAGE DATA EQUIPMENT AT THIS LOCATION. p u o r G R L D © I I N O T A Z N R E D O M L O O H C S E L D D M T E N R U B I 7 5 7 8 7 X T , I I N T S U A E V R D Y A W A H T A H 1 2 4 8 I I T C R T S D L O O H C S T N E D N E P E D N I I N T S U A 4 0 7 8 7 X T , I N T S U A R O O L F H T 4 D R E G A T N O R F 5 3 H I S 0 0 0 4 T N R U B - 5 1 0 0 3 2 0 4 9 8 - 4 1 4 ) 2 1 5 ( HISTORIC SITE PLAN EXEMPTION 2024.10.10 REVISIONS 39-23159-00 ENLARGED DEMOLITION PLAN A Copy 1 AD2.10 A B C D E 1 2 3 4 5 3 3 15 3 8 3 8 3 3 DEMO PLAN B Copy 1 SCALE: 1/16" = 1'-0" 3 3 F DEMOLITION GENERAL NOTES DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS. THE CONTRACTOR SHALL: A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE- APPROVED AND COORDINATED WITH THE OWNER’S REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE FOR USER’S SAFETY. B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE OWNER AND AS SPECIFIED. C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL TIMES. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS, MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND/OR CONDITION. J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED OTHERWISE OR AS AUTHORIZED BY ARCHITECT. K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OF THEIR SERVICE. L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY GEOTECHNICAL ENGINEER. P. ALL EXISTING FOUNDATIONS, UTILTIES, AND FENCING TO BE DEMOLISHED UNLESS NOTED OTHERWISE. REFERENCE KEYNOTES # SHEET NOTES 3 PROVIDE TREE PROTECTION FENCING AROUND FULL CRITICAL 8 AISD TO SALVAGE BOILER EQUIPMENT AT THIS LOCATION. 15 EXISTING SOLAR CLASSROOM TO REMAIN. PROTECT DURING ROOT ZONE. DEMOLITION. p u o r G R L D © I I N O T A Z N R E D O M L O O H C S E L D D M T E N R U B I 7 5 7 8 7 X T , I I N T S U A E V R D Y A W A H T A H 1 2 4 8 I I T C R T S D L O O H C S T N E D N E P E D N I I N T S U A 4 0 7 8 7 X T , I N T S U A R O O L F H T 4 D R E G A T N O R F 5 3 H I S 0 0 0 4 T N R U B - 5 1 0 0 3 2 0 4 9 8 - 4 1 4 ) 2 1 5 ( HISTORIC SITE PLAN EXEMPTION 2024.10.10 REVISIONS 39-23159-00 ENLARGED DEMOLITION PLAN B Copy 1 AD2.20 A B C D E 1 2 3 4 5 1 14 1 1 1 DEMO PLAN C Copy 1 SCALE: 1/16" = 1'-0" F DEMOLITION GENERAL NOTES DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS. THE CONTRACTOR SHALL: A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE- APPROVED AND COORDINATED WITH THE OWNER’S REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE FOR USER’S SAFETY. B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE OWNER AND AS SPECIFIED. C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL TIMES. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS, MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND/OR CONDITION. J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED OTHERWISE OR AS AUTHORIZED BY ARCHITECT. K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OF THEIR SERVICE. L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY GEOTECHNICAL ENGINEER. P. ALL EXISTING FOUNDATIONS, UTILTIES, AND FENCING TO BE DEMOLISHED UNLESS NOTED OTHERWISE. REFERENCE KEYNOTES # SHEET NOTES 1 EXISTING BUILDING TO BE DEMOLISHED; REFER TO PLANS FOR SCOPE. VERIFY DIMENSIONS IN FIELD. 14 CAP EXISTING WELL AT THIS LOCATION. p u o r G R L D © I I N O T A Z N R E D O M L O O H C S E L D D M T E N R U B I 7 5 7 8 7 X T , I I N T S U A E V R D Y A W A H T A H 1 2 4 8 I I T C R T S D L O O H C S T N E D N E P E D N I I N T S U A 4 0 7 8 7 X T , I N T S U A R O O L F H T 4 D R E G A T N O R F 5 3 H I S 0 0 0 4 T N R U B - 5 1 0 0 3 2 0 4 9 8 - 4 1 4 ) 2 1 5 ( HISTORIC SITE PLAN EXEMPTION 2024.10.10 REVISIONS 39-23159-00 ENLARGED DEMOLITION PLAN C Copy 1 AD2.30