05. 305 W MLK Backup Documents Part 2 — original pdf

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A D G MC ESIGN ROUP ENGINEERING AND CONSTRUCTION CONSULTANTS P.O. BOX 303086 AUSTIN, TEXAS 78703 512-385-2911 TEXAS REGISTERED ENGINEERING FIRM F-1708 n g i s e D r e w o r h T 6 5 4 4 - 6 7 4 ) 2 1 5 ( 4 0 7 8 7 S A X E T , I N T S U A 7 5 9 1 4 X O B . O P . S R E N N A L P D N A L y n a n i d e s u r o d e h s i l b u p , d e t u b i r t s i d , d e c u d o r p e r e b t o n t s u m d n a . c n I , p u o r G n g i s e D . c n I , p u o r G n g i s e D C M A f o t n e s n o c n e t t i r w r o i r p e h t f o e c n e s b a e h t n i r e n n a m r e h t o C M A f o y t r e p o r p l a i t n e d i f n o c d n a e v i s u l c x e e h t s i l a i r e t a m r e h t o r o c i h p a r g s i h T © 2 E M O H N A L P E T I S . D V L B . I R J G N K R E H T U L N T R A M W 5 0 3 I 1 0 7 8 7 X T , I N T S U A BUILDING ELEVATIONS EAST 21 of 22 SP-2024-0238C A D G MC ESIGN ROUP ENGINEERING AND CONSTRUCTION CONSULTANTS P.O. BOX 303086 AUSTIN, TEXAS 78703 512-385-2911 TEXAS REGISTERED ENGINEERING FIRM F-1708 n g i s e D r e w o r h T 6 5 4 4 - 6 7 4 ) 2 1 5 ( 4 0 7 8 7 S A X E T , I N T S U A 7 5 9 1 4 X O B . O P . S R E N N A L P D N A L y n a n i d e s u r o d e h s i l b u p , d e t u b i r t s i d , d e c u d o r p e r e b t o n t s u m d n a . c n I , p u o r G n g i s e D . c n I , p u o r G n g i s e D C M A f o t n e s n o c n e t t i r w r o i r p e h t f o e c n e s b a e h t n i r e n n a m r e h t o C M A f o y t r e p o r p l a i t n e d i f n o c d n a e v i s u l c x e e h t s i l a i r e t a m r e h t o r o c i h p a r g s i h T © 2 E M O H N A L P E T I S . D V L B . I R J G N K R E H T U L N T R A M W 5 0 3 I 1 0 7 8 7 X T , I N T S U A BUILDING ELEVATIONS ENTRY 22 of 22 SP-2024-0238C OWNER/DEVELOPER OWNER/DEVELOPER OWNER'S REP FOR PLAN ALTERATIONS LEGAL DESCRIPTION RELATED CASE NO. LOCATION INFO WATERSHED STATUS FLOODPLAIN INFORMATION GENERAL NOTES · · · HOME2 CONSOLIDATED SITE PLAN 305 W. MARTIN LUTHER KING JR. BLVD. SITE LOCATION MAP N.T.S. No. Description Approval - Date REVISIONS / CORRECTIONS Revise (R) Add (A) Void (V) Sheet No.'s Total # Sheets in Plan Set Net Change Imp. Cover (SF) Total Site Imp. Cover (SF) Total Site Imp. Cover (%) SUBMITTAL DATE: 6/14/24 SUBMITTED FOR APPROVAL BY: CHRIS MCCOMB, P.E. SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 SHEET 16 SHEET 17 SHEET 18 SHEET 19 SHEET 20 SHEET 21 SHEET 22 COVER SHEET CONSTRUCTION NOTES AUSTIN WATER INFORMATION SHEET SURVEY/EXISITNG CONDITIONS PLAN DEMO PLAN EROSION CONTROL NOTES EROSION/SEDIMENTATION CONTROL PLAN GROUND FLOOR SITE PLAN SITE PLAN GRADING PLAN DRAINAGE PLAN UTILITY PLAN CONSTRUCTION DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS LANDSCAPE PLAN 1 OF 2 LANDSCAPE PLAN 2 OF 2 BUILDING ELEVATION - NORTH/ SOUTH BUILDING ELEVATION - WEST BUILDING ELEVATION - EAST BUILDING ELEVATION - ENTRY APPROVALS A D G MC ESIGN ROUP ENGINEERING AND CONSTRUCTION CONSULTANTS P.O. BOX 303086 AUSTIN, TEXAS 78703 512-385-2911 TEXAS REGISTERED ENGINEERING FIRM F-1708 n g i s e D r e w o r h T 6 5 4 4 - 6 7 4 ) 2 1 5 ( 4 0 7 8 7 S A X E T , I N T S U A 7 5 9 1 4 X O B . O P . S R E N N A L P D N A L y n a n i d e s u r o d e h s i l b u p , d e t u b i r t s i d , d e c u d o r p e r e b t o n t s u m d n a . c n I , p u o r G n g i s e D . c n I , p u o r G n g i s e D C M A f o t n e s n o c n e t t i r w r o i r p e h t f o e c n e s b a e h t n i r e n n a m r e h t o C M A f o y t r e p o r p l a i t n e d i f n o c d n a e v i s u l c x e e h t s i l a i r e t a m r e h t o r o c i h p a r g s i h T © 2 E M O H N A L P E T I S . D V L B . I R J G N K R E H T U L N T R A M W 5 0 3 I 1 0 7 8 7 X T , I N T S U A AUSTIN FIRE DEPARTMENT - PROJECT INFORMATION TABLE FIRE DESIGN CODE FIRE FLOW DEMAND @ 20 PSI (GPM) INTENDED USE CONSTRUCTION CLASSIFICATION BUILDING FIRE AREA (SF) AUTOMATIC SPRINKLER SYSTEM TYPE: (IF APPLICABLE) REDUCED FIRE FLOW DEMAND @ 20 PSI FOR HAVING A SPRINKLER SYSTEM (GPM) (IF APPLICABLE) AFD FIRE HYDRANT FLOW TEST DATE AFD FIRE HYDRANT FLOW TEST LOCATION: CITY OF AUSTIN PIPELINE ORDINANCE HIGH-RISE WILDLAND URBAN INTERFACE CODE (WUI) ALTERNATIVE METHOD OF COMPLIANCE (AMoC:) IF APPLICABLE TO YOUR PROJECT 2021 IFC 3500 G.P.M. COMMERCIAL HOTEL I-A 109986 NFPA 13 1000 4/20/24 1800 LAVACA NO YES NO N/A FIRE FLOW RESULTS AS PER AFD DATE: 4/20/24 FLOW HYDRANT RESIDUAL HYDRANT STATIC PRESSURE: RESIDUAL PRESSURE: FLOW @ 20 P.S.I.: 887955 144615 65 P.S.I. 62 P.S.I. 5611 G.P.M. ARE BUILDING THE PERMITS RESPONSIBILITY OF THE OWNER. ALL BUILDING BE PERMITS OBTAINED PRIOR TO SITE PLAN EXPIRATION. MUST SECTION 608.2 OF THE LOCAL AMENDMENTS TO THE UNIFORM PLUMBING CODE REQUIRES A PRESSURE REDUCING VALVE IF THE LOCAL STATIC PRESSURE IS ABOVE 65 PSI. THE PRV SET AT 65 PSI MUST BE INSTALLED ON THE PROPERTY OWNERS SIDE OF THE WATER METER. A PRV IS/IS NOT REQUIRED FOR THIS PROJECT. Know what's below. Call before you dig. SITE PLAN APPROVAL FILE NUMBER: SP-2024-0238C APPLICATION DATE: APPROVED BY PLANNING COMMISSION ON OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE. JUNE 17, 2024 111 UNDER SECTION EXPIRATION DATE (25-5-81, LDC) AUGUST, 8 2025 CASE MANAGER RANDALL ROUDA PROJECT EXPIRATION DATE (ORD. #970905-A) DWPZ DDZ Director, Development Services Department RELEASED FOR GENERAL COMPLIANCE: ZONING: DMU Rev. 1 Rev. 2 Rev. 3 Correction 1 Correction 2 Correction 3 COVER SHEET 1 of 22 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. SP-2024-0238C A D G MC ESIGN ROUP ENGINEERING AND CONSTRUCTION CONSULTANTS P.O. BOX 303086 AUSTIN, TEXAS 78703 512-385-2911 TEXAS REGISTERED ENGINEERING FIRM F-1708 n g i s e D r e w o r h T 6 5 4 4 - 6 7 4 ) 2 1 5 ( 4 0 7 8 7 S A X E T , I N T S U A 7 5 9 1 4 X O B . O P . S R E N N A L P D N A L y n a n i d e s u r o d e h s i l b u p , d e t u b i r t s i d , d e c u d o r p e r e b t o n t s u m d n a . c n I , p u o r G n g i s e D . c n I , p u o r G n g i s e D C M A f o t n e s n o c n e t t i r w r o i r p e h t f o e c n e s b a e h t n i r e n n a m r e h t o C M A f o y t r e p o r p l a i t n e d i f n o c d n a e v i s u l c x e e h t s i l a i r e t a m r e h t o r o c i h p a r g s i h T © 2 E M O H N A L P E T I S . D V L B . I R J G N K R E H T U L N T R A M W 5 0 3 I 1 0 7 8 7 X T , I N T S U A SURVEY PLAN 4 of 22 SP-2024-0238C W MARTIN LUTHER KING JR BOULEVARD SCALE: 1" = 10' LEGEND NOTES DMU RESTAURANT DMU HOTEL 170 ROOMS 109,986 S.F. SITE CALCS DMU RESTAURANT DMU APARTMENTS DMU APARTMENTS T E E R T S E P U L A D A U G ALLEY FIGURE 34 A D G MC ESIGN ROUP ENGINEERING AND CONSTRUCTION CONSULTANTS P.O. BOX 303086 AUSTIN, TEXAS 78703 512-385-2911 TEXAS REGISTERED ENGINEERING FIRM F-1708 n g i s e D r e w o r h T 6 5 4 4 - 6 7 4 ) 2 1 5 ( 4 0 7 8 7 S A X E T , I N T S U A 7 5 9 1 4 X O B . O P . S R E N N A L P D N A L y n a n i d e s u r o d e h s i l b u p , d e t u b i r t s i d , d e c u d o r p e r e b t o n t s u m d n a . c n I , p u o r G n g i s e D . c n I , p u o r G n g i s e D C M A f o t n e s n o c n e t t i r w r o i r p e h t f o e c n e s b a e h t n i r e n n a m r e h t o C M A f o y t r e p o r p l a i t n e d i f n o c d n a e v i s u l c x e e h t s i l a i r e t a m r e h t o r o c i h p a r g s i h T © 2 E M O H N A L P E T I S . D V L B . I R J G N K R E H T U L N T R A M W 5 0 3 I 1 0 7 8 7 X T , I N T S U A GROUND FLOOR SITE PLAN 8 of 22 SP-2024-0238C W MARTIN LUTHER KING JR BOULEVARD DMU RESTAURANT DMU HOTEL 170 ROOMS 109,986 S.F. DMU RESTAURANT DMU APARTMENTS DMU APARTMENTS T E E R T S E P U L A D A U G ALLEY DMU CONDOMINIUM T E E R T S A C A V A L SCALE: 1" = 20' LEGEND NOTES A D G MC ESIGN ROUP ENGINEERING AND CONSTRUCTION CONSULTANTS P.O. BOX 303086 AUSTIN, TEXAS 78703 512-385-2911 TEXAS REGISTERED ENGINEERING FIRM F-1708 n g i s e D r e w o r h T 6 5 4 4 - 6 7 4 ) 2 1 5 ( 4 0 7 8 7 S A X E T , I N T S U A 7 5 9 1 4 X O B . O P . S R E N N A L P D N A L y n a n i d e s u r o d e h s i l b u p , d e t u b i r t s i d , d e c u d o r p e r e b t o n t s u m d n a . c n I , p u o r G n g i s e D . c n I , p u o r G n g i s e D C M A f o t n e s n o c n e t t i r w r o i r p e h t f o e c n e s b a e h t n i r e n n a m r e h t o C M A f o y t r e p o r p l a i t n e d i f n o c d n a e v i s u l c x e e h t s i l a i r e t a m r e h t o r o c i h p a r g s i h T © 2 E M O H N A L P E T I S . D V L B . I R J G N K R E H T U L N T R A M W 5 0 3 I 1 0 7 8 7 X T , I N T S U A SITE PLAN FIGURE 34 9 of 22 SP-2024-0238C C I R C L E V Lan dsc ape A rch itectur e, L LC P.O. Box 170822 Austin, Texas 78717 8 1 6 . 5 6 5 . 1 0 2 1 c i r c l e v l a . c o m PROJECT NUMBER: CV2412 CLIENT: AMC DESIGN GROUP PROJECT: HOME2 305 W. MARTIN LUTHER KING JR. BOULEVARD AUSTIN, TEXAS 78701 EXISTING BIKE RACKS TO REMAIN 2'-6" 1'-7" 2'-6" 2'-8" CIVIL SCOPE BEYOND, REF. CIVIL DRAWINGS " 0 - ' 8 E N O Z " 6 - ' 0 1 E N O Z I E D S B R U C I N A R T S E D E P SIDEWALK, REF. CIVIL DRAWINGS MARTIN LUTHER KING JR BOULEVARD I E N L R E T A W 10'-0" " 0 - ' 4 R 10'-0" R PROPERTY LINE 2L-2, TYP. E N I L R E T A W 58" WASHED GRANITE GRAVEL MULCH, 3" DEPTH WITH COMMERCIAL GRADE FILTER FABRIC BELOW I E N L Y T R E P O R P R R 1811 GUADALUPE BUILDING OVERHANG, REF. ARCHITECTURAL DRAWINGS BIKE RACK, REF. CIVIL DRAWINGS, TYP. DRIVEWAY, REF. CIVIL DRAWINGS EXISTING BIKE RACKS TO REMAIN EXISTING FENCE TO REMAIN UTILITY EASEMENT SIDEWALK, REF. CIVIL DRAWINGS 1'-0" SIDEWALK EASEMENT I E N L Y T R E P O R P WITHIN THE HALF CRZ, FENCING REQUIREMENTS WILL ONLY BE MODIFIED FOR EXISTING HARDSCAPE OR TO ALLOW AN ACCESS PATH ADJACENT TO APPROVED STRUCTURES (SEE ECM 3.6.1.C.3). CRZ FENCING MODIFICATIONS SHALL BE SHOWN ON THE DEVELOPMENT PLANS OR APPROVED BY THE INSPECTOR. HOTEL WUKASCH PROPERTIES ISSUES AND REVISIONS: NO. DATE ISSUE TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER THAT DOES NOT EXCEED PRESERVATION CRITERIA FOR THE TREES TO REMAIN. REFER TO ECM 3.5.2 A. FENCING MAY NOT BE TEMPORARILY MOVED OR REMOVED DURING DEVELOPMENT WITHOUT PRIOR AUTHORIZATION. THE FENCED CRITICAL ROOT ZONE SHALL NOT BE USED FOR TOOL OR MATERIAL STORAGE OF ANY KIND AND SHALL BE KEPT FREE OF LITTER. REFER TO ECM 3.6.1.B.3. 3. PRUNING SHALL BE IN COMPLIANCE WITH THE CURRENT ANSI A300 STANDARD FOR TREE CARE. CIVIL SCOPE BEYOND, REF. CIVIL DRAWINGS TREE TO BE REMOVED PROPERTY LINE ALLEY PROPOSED TREE LEGEND SYMBOL SPECIES & SIZE R EPLA C E M E NT (R) T O TAL 2 2 CEDAR ELM Ulmus crassifolia MIN. 5" CAL. TEXAS REDBUD Cercis canadensis var. 'Texensis' MIN. 3" CAL. 2 2 2 2 SUBTOTAL: 10-18-2024 I S S U E F O R P E R M I T SHEET TITLE: L-1 LANDSCAPE PLAN SHEET NUMBER: 17 of 22 SP-2024-XXXXC SITE DEVELOPMENT PERMIT - IRRIGATION NOTES AUTOMATIC IRRIGATION SYSTEMS SHALL COMPLY WITH TCEQ CHAPTER 344, AS WELL AS THE FOLLOWING REQUIREMENTS: 1.THESE REQUIREMENTS SHALL BE NOTED ON THE SITE DEVELOPMENT PERMIT AND SHALL BE IMPLEMENTED AS PART OF THE LANDSCAPE INSPECTION: A. THE SYSTEM MUST PROVIDE A MOISTURE LEVEL ADEQUATE TO SUSTAIN GROWTH OF THE PLANT MATERIALS; B. THE SYSTEM DOES NOT INCLUDE SPRAY IRRIGATION ON AREAS LESS THAN TEN (10) FEET WIDE (SUCH AS MEDIANS, BUFFER STRIPS, AND PARKING LOT ISLANDS); C. CIRCUIT REMOTE CONTROL VALVES HAVE ADJUSTABLE FLOW CONTROLS; D. SERVICEABLE IN-HEAD CHECK VALVES AREA ADJACENT TO PAVED AREAS WHERE ELEVATION DIFFERENCES MAY CAUSE LOW HEAD DRAINAGE; E. A MASTER VALVE INSTALLED ON THE DISCHARGE SIDE OF THE BACKFLOW PREVENTER; F. ABOVE-GROUND IRRIGATION EMISSION DEVICES ARE SET BACK AT LEAST SIX (6) INCHES FROM IMPERVIOUS SURFACES; G. AN AUTOMATIC RAIN SHUT-OFF DEVICE SHUTS OFF THE IRRIGATION SYSTEM AUTOMATICALLY AFTER MORE THAN A ONE-HALF INCH (½") RAINFALL; AND H. NEWLY PLANTED TREES SHALL HAVE PERMANENT IRRIGATION CONSISTING OF DRIP OR BUBBLERS. 2.THE IRRIGATION INSTALLER SHALL DEVELOP AND PROVIDE AN AS-BUILT DESIGN PLAN TO THE CITY AT THE TIME THE FINAL IRRIGATION INSPECTION IS PERFORMED; A.UNLESS FISCAL SECURITY IS PROVIDED TO THE CITY FOR THE INSTALLATION OF THE SYSTEM, IT MUST BE OPERATIONAL AT THE TIME OF THE FINAL LANDSCAPE INSPECTION. 3.THE IRRIGATION INSTALLER SHALL ALSO PROVIDE EXHIBITS TO BE PERMANENTLY INSTALLED INSIDE OR ATTACHED TO THE IRRIGATION CONTROLLER, INCLUDING: A.A LAMINATED COPY OF THE WATER BUDGET CONTAINING ZONE NUMBERS, PRECIPITATION RATE, GALLONS PER MINUTE AND THE LOCATION OF THE ISOLATION VALVE; AND AN AS BUILT PLAN. 4.THE IRRIGATION INSTALLER SHALL PROVIDE A REPORT TO THE CITY ON A FORM PROVIDED BY AUSTIN WATER CERTIFYING COMPLIANCE WITH SUBSECTION 1. WHEN THE FINAL PLUMBING INSPECTION IS PERFORMED BY THE CITY. DROUGHT NOTES: IF ESTABLISHING VEGETATION DURING ANY STAGE OF DROUGHT, SECTION 6-4-30 MAY REQUIRE A VARIANCE. CONTACT AUSTIN WATER CONSERVATION STAFF AT WATERUSECOMPVAR@AUTINTEXAS.GOV OR CALL (512) 974-2199. FINISHED ELEVATION FOR PARKING-LOT ISLANDS, MEDIANS, PENINSULAS, AND SIMILAR LANDSCAPE AREAS MUST BE AT LEAST SIX (6) BELOW THE FINISHED CURB ELEVATION TO ALLOW FOR PLACEMENT OF SIX (6) INCHES OF TOPSOIL PER ECM 1.4.7 ALL LANDSCAPED AREAS ARE TO BE PROTECTED BY 6 INCH WHEEL CURBS, WHEELSTOPS, OR OTHER APPROVED BARRIERS PER ECM 2.4.7. THE OWNER WILL CONTINUOUSLY MAINTAIN THE REQUIRED LANDSCAPING IN ACCORDANCE WITH LDC 25-2-984. CITY OF AUSTIN TREE AND NATURAL AREA PROTECTION NOTES: TREE PROTECTION SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE WORK, INCLUDING DEMOLITION OR SITE PREPARATION, AND MAINTAINED CONTINUOUSLY THROUGHOUT THE PROJECT. TREE PROTECTION SHALL BE REMOVED AT THE END OF THE PROJECT AFTER ALL CONSTRUCTION AND FINAL GRADING IS COMPLETE, BUT BEFORE FINAL INSPECTION. ANY PREMATURE REMOVAL OR FAILURE OF TREE PROTECTION CAN LEAD TO CRITICAL ROOT ZONE IMPACTS AS DESCRIBED IN ECM 3.5.2 AND MAY REQUIRE REMEDIAL TREE CARE. IT IS THE PERMIT HOLDER'S RESPONSIBILITY TO AVOID DAMAGE TO PRESERVED TREES WHERE TREE PROTECTION HAS BEEN REMOVED OR NOT INSTALLED. FENCING IS THE PRIMARY METHOD OF TREE PROTECTION. FENCING IS INTENDED TO PREVENT ACCESS TO THE CRITICAL ROOT ZONE. TREE FENCING SHALL BE CHAIN-LINK MESH WITH A MINIMUM HEIGHT OF 5 FEET. FENCING SHALL BE INSTALLED ON STEEL T-POSTS WITH A MAXIMUM SPACING OF 10 FEET BETWEEN THE POSTS. MORE ROBUST OR EXISTING PERMANENT FENCING MAY BE APPROVED AS AN ALTERNATIVE TO CHAIN-LINK FENCING. PLASTIC FENCING MATERIAL SHALL NOT BE USED AS TREE PROTECTION. FENCING SHALL BE INSTALLED AROUND OR BEYOND THE CRITICAL ROOT ZONE OF ALL PRESERVED TREES OR ANY NATURAL AREAS DESIGNATED FOR PRESERVATION. FENCING MUST BE CONTINUOUS AND CREATE A CLOSED, INACCESSIBLE AREA OF ROOT ZONE PROTECTION. FENCING SHALL NOT BE TEMPORARILY MOVED OR REMOVED DURING DEVELOPMENT WITHOUT PRIOR AUTHORIZATION. THERE SHALL BE MINIMAL SLACK OR SAGGING IN THE FENCE. THE FENCED CRITICAL ROOT ZONE SHALL NOT BE USED FOR TOOL OR MATERIAL STORAGE OF ANY KIND AND SHALL BE KEPT FREE OF LITTER. ANY SECTION OF THE CRITICAL ROOT ZONE NOT PROTECTED BY FENCING OR COVERED BY EXISTING HARDSCAPE REQUIRES MULCH (SEE ECM 3.6.1.C). EXCEPTIONS TO THE CRZ FENCING REQUIREMENT SHALL BE JUSTIFIED BY SITE-SPECIFIC CONSIDERATIONS. SOME EXCEPTIONS ARE FOR AREAS: i. THAT HAVE BEEN APPROVED FOR IMPACTS, SUCH AS THE FOOTPRINT OF A BUILDING; ii. COVERED BY EXISTING HARDSCAPE, SUCH AS A PATIO OR DRIVEWAY (NOTE: IF HARDSCAPE IS REMOVED THE EXPOSED SOIL BENEATH BECOMES SUBJECT TO TREE PROTECTION REQUIREMENTS); iii. REQUIRED FOR ACCESS TO THE WORK AREA; AND iv. APPROVED FOR USE AS A STAGING AREA. MULCH IS REQUIRED IN ANY SECTION OF THE CRITICAL ROOT ZONE THAT IS NOT PROTECTED BY FENCING OR UNDER EXISTING HARDSCAPE AND HAS NOT BEEN APPROVED FOR IMPACTS (SUCH AS BUILDING FOOTPRINT OR DRIVEWAY). MULCH USED FOR TREE PROTECTION SHALL BE ANY NATURAL WOOD TYPE. ROUGH SINGLE GRIND MULCH, WHICH RESISTS COMPACTION BETTER THAN DOUBLE GRIND AND IS USUALLY LESS EXPENSIVE IS PREFERRED BUT ANY NATURAL WOOD TYPE IS ACCEPTABLE. DYED MULCH OR MULCH MADE FROM NON-BIOLOGICAL MATERIAL SUCH AS RUBBER OR STONE SHALL NOT BE USED AS TREE PROTECTION. MULCH SHALL BE INSTALLED TO A MINIMUM DEPTH OF 8 INCHES. MULCH MAY NEED TO BE PERIODICALLY REPLENISHED DEPENDING ON THE DURATION OF THE PROJECT. SINCE EXCESSIVE MULCH IS HARMFUL TO TREES, MULCH SHALL NOT BE INSTALLED TO A DEPTH GREATER THAN 12 INCHES. MULCH USED FOR TREE PROTECTION SHALL BE REMOVED AT THE END OF THE PROJECT. MULCH SHALL NEVER BE PILED AGAINST TREE TRUNKS. WHEN MULCH IS USED AS ALTERNATIVE PROTECTION WITHIN THE HALF CRITICAL ROOT ZONE IT SHALL BE TOPPED BY DECKING TO PROVIDE ADDITIONAL PROTECTION AGAINST COMPACTION. MULCH IS NOT REQUIRED WITHIN FENCED SECTIONS OF THE CRITICAL ROOT ZONE WHERE EXISTING TURF OR GROUND COVER IS PRESENT AND UNDISTURBED. SECTIONS OF BARE OR DISTURBED DIRT WITHIN THE FENCED CRZ SHALL BE COVERED BY A THREE-INCH LAYER OF MULCH. WRAPPING IS NOT REQUIRED OR RECOMMENDED FOR MOST PRESERVED TREES. WHEN NECESSARY, TRUNK WRAP SHALL BE INSTALLED TO PROTECT THE FIRST 8 FEET OF TREE HEIGHT WHENEVER PROTECTIVE FENCING IS LOCATED 5 FEET OR LESS FROM THE TRUNK OR WHEN FENCING CANNOT BE PLACED AROUND THE TREE. THIS WILL USUALLY ONLY BE THE CASE WHEN EXISTING HARDSCAPE PROVIDES HALF CRITICAL ROOT ZONE PROTECTION OR A STRUCTURE HAS BEEN APPROVED FOR CONSTRUCTION WITHIN THE HALF CRZ USING AN EXISTING HISTORICAL FOOTPRINT. THESE CIRCUMSTANCES CAN RESULT IN FENCING CLOSER TO THE TRUNK THAN WOULD OTHERWISE BE ALLOWED. BECAUSE TREES VARY IN FORM, 8 FEET IS A GENERAL GUIDELINE RATHER THAN AN ABSOLUTE STANDARD. MORE OR LESS HEIGHT OF PROTECTION MAY BE APPROPRIATE. BRANCH WRAP MAY BE REQUIRED WHEN A MAJOR LIMB IS OVER AN ACCESS ROUTE OR CLOSE TO A PROPOSED STRUCTURE. PROXIMITY OF SCAFFOLDING OR OTHER NECESSARY CONSTRUCTION EQUIPMENT NEEDS TO BE CONSIDERED. DIMENSIONAL LUMBER, SUCH AS 2X4S, SHALL BE ORIENTED PARALLEL TO AND CONTINUOUSLY AROUND THE TRUNK OR BRANCH AND SECURED IN PLACE BY TIGHTENING WIRES RUN AROUND THE OUTSIDE OF THE LUMBER. WRAPPING SHALL NEVER BE SECURED DIRECTLY TO THE TREE BY SCREWS OR OTHER MEANS. WRAPPING SHALL BE LOOSENED AND RETIGHTENED EVERY SIX MONTHS TO PREVENT THE TREE FROM BEING DAMAGED AS IT GROWS OUTWARDS. NATURAL AREAS INDICATED FOR PRESERVATION ON PLANS SHALL BE PROTECTED BY FENCING THAT MEETS THE STANDARDS FOR TREE FENCING IN THIS SECTION. ALTERNATIVE PROTECTION ALLOWED FOR TREES IS NOT ACCEPTABLE FOR NATURAL AREA PRESERVATION. FENCING SHALL BE INSTALLED AT THE LIMIT OF CONSTRUCTION LINE SHOWN ON PLANS. CITY OF AUSTIN STANDARD PLAN NOTES: BEFORE CONSTRUCTION: 1. 2. ALL TREES AND NATURAL AREAS SHOWN ON PLAN TO BE PRESERVED SHALL BE PROTECTED PER ECM 3.6.1. TREE PROTECTION SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE WORK, INCLUDING DEMOLITION OR SITE PREPARATION. REFER TO ECM 3.6.1.A. FENCING FOR TREE PROTECTION SHALL BE CHAIN-LINK MESH WITH A MINIMUM HEIGHT OF 5 FEET AND SHALL BE INSTALLED AROUND OR BEYOND THE CRITICAL ROOT ZONE EXCEPT AS ALLOWED IN ECM 3.6.1.B.4. 3. UNFENCED SECTIONS OF THE CRITICAL ROOT ZONE SHALL BE COVERED WITH MULCH AT A MINIMUM DEPTH OF 8 INCHES AND A MAXIMUM DEPTH OF 12 INCHES PER ECM 3.6.1.C. WHERE FENCING IS LOCATED 5 FEET OR LESS FROM THE TRUNK OF A PRESERVED TREE, TRUNK WRAPPING SHALL BE INSTALLED PER ECM 3.6.1.D. 4. EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED SO AS NOT TO CAUSE IMPACTS THAT EXCEED PRESERVATION CRITERIA LISTED A. DURATION OF TREE PROTECTION 1. INSTALLATION 2. REMOVAL B. FENCING SPECIFICATIONS 1. MATERIAL REQUIREMENTS 2. LOCATION OF FENCING 3. MAINTENANCE OF FENCED AREAS 4. EXCEPTIONS TO FENCING REQUIREMENTS C. MULCH SPECIFICATIONS 1. MATERIAL REQUIREMENTS 2. DEPTH OF MULCH 3. MULCH WITHIN THE HALF CRZ 4. EXCEPTIONS TO MULCH REQUIREMENTS D. TRUNK AND BRANCH WRAPPING 1. TRUNK WRAP 2. BRANCH WRAP 3. MATERIAL REQUIREMENTS E. PROTECTION FOR NATURAL AREAS IN ECM 3.5.3.D. DURING CONSTRUCTION: AFTER CONSTRUCTION: 1. 2. 1. 2. TREE PROTECTION SHALL BE REMOVED AT THE END OF THE PROJECT AFTER ALL CONSTRUCTION AND FINAL GRADING IS COMPLETE, BUT BEFORE FINAL INSPECTION. REFER TO ECM 3.6.1.A. LANDSCAPE INSTALLATION WITHIN THE CRZ OF PRESERVED TREES, INCLUDING IRRIGATION, SOIL AND PLANTINGS, SHALL NOT EXCEED PRESERVATION CRITERIA LISTED IN ECM 3.5.2. 3. DOCUMENTATION OF TREE WORK PERFORMED MUST BE PROVIDED TO INSPECTOR PER ECM APPENDIX P-6. THIS LIST IS NOT EXHAUSTIVE. REFER TO APPROPRIATE ECM SECTIONS FOR FULL REQUIREMENTS. I, JAIME SIMS, A REGISTERED LANDSCAPE ARCHITECT, CERTIFY THAT THESE PLANS MEET THE REQUIREMENTS OF CHAP 25-5 OF THE LAND DEVELOPMENT CODE. NOTE: ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ARCHITECT AND ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF AUSTIN MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN ARCHITECT AND ENGINEER. C I R C L E V Lan dsc ape A rch itectur e, L LC P.O. Box 170822 Austin, Texas 78717 8 1 6 . 5 6 5 . 1 0 2 1 c i r c l e v l a . c o m PROJECT NUMBER: CV2412 CLIENT: AMC DESIGN GROUP PROJECT: HOME2 305 W. MARTIN LUTHER KING JR. BOULEVARD AUSTIN, TEXAS 78701 2 TREE GRATE SECTION VIEW SCALE: NTS ISSUES AND REVISIONS: NO. DATE ISSUE " 0 - ' 4 6" GENERAL NOTES: 1. CONTRACTOR TO PROVIDE 2 BUBBLERS PER TREE 2. CONTRACTOR TO PROVIDE ONE CONVENIENCE OUTLET PER TREE GRATE PER GREAT STREET STANDARDS 3. CONTRACTOR TO PROVIDE MEGA GRATE STAKE (SITE ONE OR SIMILAR) AS NEEDED 4. TREE WELLS MUST BE DRAINED WITH PUMP. 12" DIAMETER REINFORCED PLASTIC OR RUBBER HOSE AND YELLOW PLASTIC FLAGGING. FLAGGING TAPE TO BE HIGHLY REFLECTIVE AND VISIBLE AT NIGHT. T-POSTS OR WOODEN LODGE POLES TO BE PARALLEL, VERTICAL AND EVEN. DO NOT DISTURB ROOTBALL. INSTALL 1'-0" INTO UNDISTURBED SUBGRADE. -TREES LESS THAN 3" CALIPER = 2 POSTS -TREES GREATER THAN 3" CALIPER = 3 POSTS GREEN HEAVY DUTY FLAT ROPE; WIND AND TERMINATE NATURAL TREE ROOT FLARE SHALL BE VISIBLE AT GRADE. HOLD MULCH OFF OF ROOT FLARE 3" LAYER OF HARDWOOD MULCH 10-18-2024 I S S U E F O R P E R M I T EARTHEN WATER RETENTION BASIN, MIN. 5" HIGH REMOVE ALL CONTAINERS, WIRES, AND BURLAP PRIOR TO PLANTING CENTER ROOTBALL IN PLANTING HOLE. LEAVE BOTTOM OF HOLE FIRM. USE WATER TO SETTLE SOIL AND REMOVE AIR POCKETS AND FIRMLY SET TREE. GENTLY TAMP IF NEEDED. SPECIFIED PLANTING SOIL MIXTURE UNDISTURBED SUBGRADE SCALE: NTS SHEET TITLE: L-2 MITIGATION CALCULATIONS SHEET NUMBER: 18 of 22 SP-2024-XXXXC 3 TREE PLANTED WITHIN SIDEWALK SECTION VIEW SCALE: NTS HOLE TO BE 2X WIDTH OF ROOTBALL 1 TREE PLANTING SECTION VIEW SALES 220 STORAGE 221 RESTROOM 227 LOCKERS 226 DRYERS 224 ASST. G.M. 219 GENERAL MANAGER 218 I.T. COMPUTER 216 WORK SPACE 217 WOMENS RESTROOM 215 MENS RESTROOM 214 EMPLOYEE BREAK ROOM 225 CORRIDOR 202 PULL PUSH PULL LAUNDRY 221 LINEN STORAGE 223 LINEN CHUTE 222 FOOD PREP 212 STAIR B SB02 DRY STORAGE 213 SEVERY 211 BREAKFAST 210 DINING AREA 207 DINING 206 H S U P P U L L STAIR A SA02 OUTDOOR TERRACE 209 BAR 208 LOUNGE 210 ELEVATOR LOBBY 201 REGRISTRATION DESK 203 LUGGAGE 204.1 PANTRY 205 STORAGE 204 KEY NOTES THIS ELEVATOR CAR SHALL PROVIDE EMERGENCY ACCESS TO ALL FLOORS AND BE LARGE ENOUGH TO ACCOMMODATE AN AMBULANCE STRETCHER BACK OF HOUSE WASHER AND DRYERS. RE: BOH LAUNDRY EQUIPMENT PLAN FOR SPECIFICATIONS 1 EGRESS STAIR IN CONCRETE ENCLOSURE. RE: STRUCTURAL DWGS. TRENCH DRAIN FOR WASHING MACHINES LINE OF ROOFCANOPY ABOVE VEHICULAR DROP OFF -- RE: TO SITE PLAN AND DETAIL CARRY CARPET PATTERN INTO DOOR TO TRANSITION STRIP AS INDICATED -- REFER TO SHEET A-601 FOR TRANSITION DETAIL FLOOR DRAIN BREAKFAST COUNTER HOSE BIBB - FROST FREE WHERE REQUIRED. TAMPER REISISTANT, RECESSED. HOTEL LAUNDRY EQUIPMENT - REFER TO ENLARGED PLAN GUEST LAUNDRY EQUIPMENT - REFER TO ENLARGED PLAN PROVIDE CONVENIENCE OUTLETS IN CORRIDORS FOR HOUSEKEEPING EQUIPMENT AT MINIMUM EVERY 50' ACCESSIBLE ICE MACHINE WITH REQUIRED ACCESSIBLE APPROACH AREA: PROVIDE FLOOR DRAIN CENTERED UNDER ICE MACHINE AND PROVIDE POSITIVE SLOPE TOWARDS DRAIN WITHOUT AFFECTING ACCESSIBLE REQUIREMENTS, INSULATE DRAIN PIPES. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL AND HADG FOR ADDITIONAL REQUIREMENTS FOR ICE MACHINE AREA. TV LOCATION CANOPYTRELLIS BELOW DRYER VENT LOUVER -- REFER TO ELEVATIONS WIRE SHELVING SYSTEM - REFER TO FF&E FLOORS AND BE LARGE ENOUGH TO ACCOMMODATE AN AMBULANCE STRETCHER FIRE EXTINGUISHER (CABINET IN PUBLIC AREAS); INSTALLED SO THAT NO OPERABLE PART IS HIGHER THAN 48" A.F.F. CABINETS TO BE FULLY RECESSED KEYCARD READER ENTRANCE HARDWARE; MOUNTED SO THAT TOP OF READER IS A MAXIMUM OF 48" ABOVE GRADE OR FINISH FLOOR PUSH BUTTON INTERCOM OR HOUSE PHONE (OPTIONAL VIDEO MONITORING). MOUNT SO TOP OF DEVICE IS MAXIMUM OF 48" ABOVE GRADE. PROVIDE CLEAR FLOOR SPACE AS REQUIRED BY ACCESSIBILITY AT DEVICE. LAUNDRY CHUTE LOCATION CONTAINED WITHIN 2-HOUR RATED SHAFT WITH RATED DOOR MONITORING). MOUNT SO TOP OF DEVICE IS MAXIMUM OF 48" ABOVE GRADE. PROVIDE CLEAR FLOOR SPACE AS REQUIRED BY ACCESSIBILITY AT DEVICE. LINEN CART STORAGE AREA REFER TO PRODUCT SPECIFICATION FOR CARPET PATTERN. HYDRATION STATION SEE 5A-456 FOR DOOR TRIM AND FINISHES LUGGAGE CART STORAGE AREA FITNESS CENTER. RE: FITNESS CENTER PLAN FOR FITNESS CENTER EQUIPMENT LAYOUT AND SPECIFICATIONS. TWO COMPARTMENT SINK FOOD PREP AREA. REFER TO KITCHEN DRAWINGS FOR EQUIPMENT LAYOUT AND SPECS. WORK BENCH PER DESIGN STANDARDS. RE: DETAILS ON A5XX FOR MORE INFORMATION. GUEST BATH SLAB TO BE DROPPED 1" TO ALLOW FOR DRAIN. FLOOR TO SLOPE TO DRAIN. RE: GUEST BATH SHOWER DRAWINGS AND STRUCTURAL DRAWINGS FOR MORE INFORMATION. ACCESSIBLE TABLE, REFER TO FF & E SPECIFICATIONS PHONE RACK ACCESSIBLE WORK TABLE DROP SLAB 1" FOR SLOPE TOWARDS FLOOR DRAIN. RE: STRUCTURAL DRAWINGS. HOUSE PHONE 1 2 3 4 5 6 8 9 10 12 13 14 15 18 19 20 21 24 25 39 40 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 A. B. C. D. E. F. G. H. I. J. GENERAL NOTES REFER TO ENLARGED GUEST ROOM PLANS FOR DOOR TAGS & TYPES. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL FOR ADDITIONAL REQ'S FOR PASSENGER ELEVATORS, ELEVATOR LOBBIES & CORRIDORS. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL FOR ADDITIONAL REQ'S FOR STORAGE AREAS. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL FOR ADDITIONAL REQ'S FOR MECHANICAL, ELECTRICAL, & EQUIPMENT ROOMS. FIRE EXTINGUISHERS, SMOKE DETECTORS & OTHER EMERGENCY DEVICES TO BE LOCATED PER LOCAL CODE. FIRE EXTINGUISHER LOCATIONS WIN THE PUBLIC SPACE SHALL BE CONTAINED WIN FULLY RECESSED CABINETS. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL FOR ADDITIONAL REQ'S FOR ROOFING MATERIAL. ROOF SLOPES & NUMBER OF ROOF DRAINS PER LOCAL BUILDING CODES. REFER TO STANDARDS FOR FIXTURE & EQUIPMENT REQ'S . REFER TO HADG FOR FURTHER ADDITIONAL REQ'S FOR PUBLIC SPACES & EQUIPMENT FIRE ALARM SYSTEM SHALL HAVE PERMANENTLY INSTALLED AUDIBLE & VISIBLE ALARMS COMPLYING W NFPA 72 (1999 OR 2022 ADDITION) & AS REQ'D BY LOCAL AUTHORITIES. ALARMS MUST BE LOCATED IN PUBLIC & COMMON USE AREAS & GUEST ROOMS DESIGNATED AS "GUEST ROOMS W COMMUNICATIONS FEATURES" AT A MINIMUM. WHERE EMPLOYEE AREAS HAVE AUDIBLE ALARMS, THE WIRING SHALL BE DESIGNED SO VISIBLE ALARMS CAN BE INTEGRATED INTO THE SYSTEM, UNLESS GREATER STANDARDS ARE REQ'D BY LOCAL AUTHORITIES. (cid:35)(cid:52)(cid:37)(cid:42)(cid:43)(cid:54)(cid:39)(cid:37)(cid:54)(cid:55)(cid:52)(cid:39) (cid:50)(cid:46)(cid:35)(cid:48)(cid:48)(cid:43)(cid:48)(cid:41) (cid:43)(cid:48)(cid:54)(cid:39)(cid:52)(cid:43)(cid:49)(cid:52)(cid:53) (cid:21)(cid:20)(cid:20)(cid:19)(cid:3)(cid:57)(cid:39)(cid:53)(cid:54)(cid:3)(cid:35)(cid:46)(cid:35)(cid:36)(cid:35)(cid:47)(cid:35) (cid:42)(cid:49)(cid:55)(cid:53)(cid:54)(cid:49)(cid:48)(cid:14)(cid:3)(cid:54)(cid:39)(cid:58)(cid:35)(cid:53)(cid:3)(cid:25)(cid:25)(cid:18)(cid:27)(cid:26) (cid:25)(cid:19)(cid:21)(cid:17)(cid:23)(cid:20)(cid:20)(cid:196)(cid:19)(cid:18)(cid:23)(cid:22) (cid:25)(cid:19)(cid:21)(cid:17)(cid:23)(cid:20)(cid:20)(cid:196)(cid:22)(cid:22)(cid:27)(cid:24)(cid:3)(cid:40)(cid:35)(cid:58) (cid:91) (cid:86) (cid:75) (cid:78) (cid:67) (cid:86) (cid:75) (cid:82) (cid:85) (cid:81) (cid:42) (cid:35) (cid:50) (cid:3) (cid:3) (cid:84) (cid:81) (cid:72) (cid:3) (cid:86) (cid:69) (cid:71) (cid:81) (cid:84) (cid:50) (cid:35) (cid:3) (cid:76) (cid:19) (cid:18) (cid:25) (cid:26) (cid:25) (cid:3) (cid:85) (cid:67) (cid:90) (cid:71) (cid:54) (cid:3) (cid:14) (cid:80) (cid:75) (cid:86) (cid:85) (cid:87) (cid:35) (cid:3) (cid:16) (cid:70) (cid:88) (cid:36) (cid:78) (cid:3) (cid:16) (cid:84) (cid:44) (cid:3) (cid:45) (cid:46) (cid:47) (cid:3) (cid:86) (cid:85) (cid:71) (cid:57) (cid:3) (cid:23) (cid:18) (cid:21) LEVEL 2 OVERALL PLAN (cid:38)(cid:35)(cid:54)(cid:39) 2024-04-23 Owner Review LEVEL 2 OVERALL PLAN SCALE: 316" = 1'-0" 1 (cid:50)(cid:52)(cid:49)(cid:44)(cid:39)(cid:37)(cid:54)(cid:3)(cid:48)(cid:55)(cid:47)(cid:36)(cid:39)(cid:52)(cid:28) (cid:20)(cid:21)(cid:18)(cid:25) (cid:53)(cid:42)(cid:39)(cid:39)(cid:54)(cid:3)(cid:48)(cid:55)(cid:47)(cid:36)(cid:39)(cid:52)(cid:28) A102 ACCESSIBLE QUEEN STUDIO 311 DOUBLE QUEEN STUDIO 312 KING STUDIO 313 KING STUDIO 314 DOUBLE QUEEN STUDIO 315 KING STUDIO 310 KING STUDIO 309 KING STUDIO 308 GUEST CORRIDOR 320 ICE MACHINE 321 STAIR B VESTIBULE SB03A STAIR B SB03 LINEN STORAGE 322 GUEST CORRIDOR 320 GUEST LAUNDRY 325 ELECTRICAL ROOM 324 ELEVATOR LOBBY 323 STAIR A SA03 GUEST CORRIDOR 320 FITNESS ROOM 326 STAIR A VESTIBULE SA03A UNI-SEX RESTROOM 327 STORAGE 328 1 A103.1 KING STUDIO 305 KING STUDIO 304 KING STUDIO 303 KING STUDIO 302 KING STUDIO 301 KEY NOTES THIS ELEVATOR CAR SHALL PROVIDE EMERGENCY ACCESS TO ALL FLOORS AND BE LARGE ENOUGH TO ACCOMMODATE AN AMBULANCE STRETCHER BACK OF HOUSE WASHER AND DRYERS. RE: BOH LAUNDRY EQUIPMENT PLAN FOR SPECIFICATIONS 1 EGRESS STAIR IN CONCRETE ENCLOSURE. RE: STRUCTURAL DWGS. TRENCH DRAIN FOR WASHING MACHINES LINE OF ROOFCANOPY ABOVE VEHICULAR DROP OFF -- RE: TO SITE PLAN AND DETAIL CARRY CARPET PATTERN INTO DOOR TO TRANSITION STRIP AS INDICATED -- REFER TO SHEET A-601 FOR TRANSITION DETAIL FLOOR DRAIN BREAKFAST COUNTER HOSE BIBB - FROST FREE WHERE REQUIRED. TAMPER REISISTANT, RECESSED. HOTEL LAUNDRY EQUIPMENT - REFER TO ENLARGED PLAN GUEST LAUNDRY EQUIPMENT - REFER TO ENLARGED PLAN PROVIDE CONVENIENCE OUTLETS IN CORRIDORS FOR HOUSEKEEPING EQUIPMENT AT MINIMUM EVERY 50' ACCESSIBLE ICE MACHINE WITH REQUIRED ACCESSIBLE APPROACH AREA: PROVIDE FLOOR DRAIN CENTERED UNDER ICE MACHINE AND PROVIDE POSITIVE SLOPE TOWARDS DRAIN WITHOUT AFFECTING ACCESSIBLE REQUIREMENTS, INSULATE DRAIN PIPES. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL AND HADG FOR ADDITIONAL REQUIREMENTS FOR ICE MACHINE AREA. TV LOCATION CANOPYTRELLIS BELOW DRYER VENT LOUVER -- REFER TO ELEVATIONS WIRE SHELVING SYSTEM - REFER TO FF&E FLOORS AND BE LARGE ENOUGH TO ACCOMMODATE AN AMBULANCE STRETCHER FIRE EXTINGUISHER (CABINET IN PUBLIC AREAS); INSTALLED SO THAT NO OPERABLE PART IS HIGHER THAN 48" A.F.F. CABINETS TO BE FULLY RECESSED KEYCARD READER ENTRANCE HARDWARE; MOUNTED SO THAT TOP OF READER IS A MAXIMUM OF 48" ABOVE GRADE OR FINISH FLOOR PUSH BUTTON INTERCOM OR HOUSE PHONE (OPTIONAL VIDEO MONITORING). MOUNT SO TOP OF DEVICE IS MAXIMUM OF 48" ABOVE GRADE. PROVIDE CLEAR FLOOR SPACE AS REQUIRED BY ACCESSIBILITY AT DEVICE. LAUNDRY CHUTE LOCATION CONTAINED WITHIN 2-HOUR RATED SHAFT WITH RATED DOOR MONITORING). MOUNT SO TOP OF DEVICE IS MAXIMUM OF 48" ABOVE GRADE. PROVIDE CLEAR FLOOR SPACE AS REQUIRED BY ACCESSIBILITY AT DEVICE. LINEN CART STORAGE AREA REFER TO PRODUCT SPECIFICATION FOR CARPET PATTERN. HYDRATION STATION SEE 5A-456 FOR DOOR TRIM AND FINISHES LUGGAGE CART STORAGE AREA FITNESS CENTER. RE: FITNESS CENTER PLAN FOR FITNESS CENTER EQUIPMENT LAYOUT AND SPECIFICATIONS. TWO COMPARTMENT SINK FOOD PREP AREA. REFER TO KITCHEN DRAWINGS FOR EQUIPMENT LAYOUT AND SPECS. WORK BENCH PER DESIGN STANDARDS. RE: DETAILS ON A5XX FOR MORE INFORMATION. GUEST BATH SLAB TO BE DROPPED 1" TO ALLOW FOR DRAIN. FLOOR TO SLOPE TO DRAIN. RE: GUEST BATH SHOWER DRAWINGS AND STRUCTURAL DRAWINGS FOR MORE INFORMATION. ACCESSIBLE TABLE, REFER TO FF & E SPECIFICATIONS PHONE RACK ACCESSIBLE WORK TABLE DROP SLAB 1" FOR SLOPE TOWARDS FLOOR DRAIN. RE: STRUCTURAL DRAWINGS. HOUSE PHONE 1 2 3 4 5 6 8 9 10 12 13 14 15 18 19 20 21 24 25 39 40 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 (cid:35)(cid:52)(cid:37)(cid:42)(cid:43)(cid:54)(cid:39)(cid:37)(cid:54)(cid:55)(cid:52)(cid:39) (cid:50)(cid:46)(cid:35)(cid:48)(cid:48)(cid:43)(cid:48)(cid:41) (cid:43)(cid:48)(cid:54)(cid:39)(cid:52)(cid:43)(cid:49)(cid:52)(cid:53) (cid:21)(cid:20)(cid:20)(cid:19)(cid:3)(cid:57)(cid:39)(cid:53)(cid:54)(cid:3)(cid:35)(cid:46)(cid:35)(cid:36)(cid:35)(cid:47)(cid:35) (cid:42)(cid:49)(cid:55)(cid:53)(cid:54)(cid:49)(cid:48)(cid:14)(cid:3)(cid:54)(cid:39)(cid:58)(cid:35)(cid:53)(cid:3)(cid:25)(cid:25)(cid:18)(cid:27)(cid:26) (cid:25)(cid:19)(cid:21)(cid:17)(cid:23)(cid:20)(cid:20)(cid:196)(cid:19)(cid:18)(cid:23)(cid:22) (cid:25)(cid:19)(cid:21)(cid:17)(cid:23)(cid:20)(cid:20)(cid:196)(cid:22)(cid:22)(cid:27)(cid:24)(cid:3)(cid:40)(cid:35)(cid:58) (cid:91) (cid:86) (cid:75) (cid:78) (cid:67) (cid:86) (cid:75) (cid:82) (cid:85) (cid:81) (cid:42) (cid:35) (cid:50) (cid:3) (cid:3) (cid:84) (cid:81) (cid:72) (cid:3) (cid:86) (cid:69) (cid:71) (cid:81) (cid:84) (cid:50) (cid:35) (cid:3) (cid:76) (cid:19) (cid:18) (cid:25) (cid:26) (cid:25) (cid:3) (cid:85) (cid:67) (cid:90) (cid:71) (cid:54) (cid:3) (cid:14) (cid:80) (cid:75) (cid:86) (cid:85) (cid:87) (cid:35) (cid:3) (cid:16) (cid:70) (cid:88) (cid:36) (cid:78) (cid:3) (cid:16) (cid:84) (cid:44) (cid:3) (cid:45) (cid:46) (cid:47) (cid:3) (cid:86) (cid:85) (cid:71) (cid:57) (cid:3) (cid:23) (cid:18) (cid:21) 1 A103.2 LEVEL 3 OVERALL PLAN (cid:38)(cid:35)(cid:54)(cid:39) 2024-04-23 Owner Review A. B. C. D. E. F. G. H. I. J. GENERAL NOTES REFER TO ENLARGED GUEST ROOM PLANS FOR DOOR TAGS & TYPES. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL FOR ADDITIONAL REQ'S FOR PASSENGER ELEVATORS, ELEVATOR LOBBIES & CORRIDORS. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL FOR ADDITIONAL REQ'S FOR STORAGE AREAS. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL FOR ADDITIONAL REQ'S FOR MECHANICAL, ELECTRICAL, & EQUIPMENT ROOMS. FIRE EXTINGUISHERS, SMOKE DETECTORS & OTHER EMERGENCY DEVICES TO BE LOCATED PER LOCAL CODE. FIRE EXTINGUISHER LOCATIONS WIN THE PUBLIC SPACE SHALL BE CONTAINED WIN FULLY RECESSED CABINETS. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL FOR ADDITIONAL REQ'S FOR ROOFING MATERIAL. ROOF SLOPES & NUMBER OF ROOF DRAINS PER LOCAL BUILDING CODES. REFER TO STANDARDS FOR FIXTURE & EQUIPMENT REQ'S . REFER TO HADG FOR FURTHER ADDITIONAL REQ'S FOR PUBLIC SPACES & EQUIPMENT FIRE ALARM SYSTEM SHALL HAVE PERMANENTLY INSTALLED AUDIBLE & VISIBLE ALARMS COMPLYING W NFPA 72 (1999 OR 2022 ADDITION) & AS REQ'D BY LOCAL AUTHORITIES. ALARMS MUST BE LOCATED IN PUBLIC & COMMON USE AREAS & GUEST ROOMS DESIGNATED AS "GUEST ROOMS W COMMUNICATIONS FEATURES" AT A MINIMUM. WHERE EMPLOYEE AREAS HAVE AUDIBLE ALARMS, THE WIRING SHALL BE DESIGNED SO VISIBLE ALARMS CAN BE INTEGRATED INTO THE SYSTEM, UNLESS GREATER STANDARDS ARE REQ'D BY LOCAL AUTHORITIES. LEVEL 3 OVERALL PLAN SCALE: 316" = 1'-0" 1 (cid:50)(cid:52)(cid:49)(cid:44)(cid:39)(cid:37)(cid:54)(cid:3)(cid:48)(cid:55)(cid:47)(cid:36)(cid:39)(cid:52)(cid:28) (cid:20)(cid:21)(cid:18)(cid:25) (cid:53)(cid:42)(cid:39)(cid:39)(cid:54)(cid:3)(cid:48)(cid:55)(cid:47)(cid:36)(cid:39)(cid:52)(cid:28) A103 1 A403 1 A410 1 A401 1 A414 DOUBLE QUEEN STUDIO 412 DOUBLE QUEEN STUDIO 413 KING STUDIO 414 DOUBLE QUEEN STUDIO 415 G G G G Y J 9 59 ACCS. KING STUDIO 411 G 1 A401 Y J L KING STUDIO 410 KING STUDIO 409 KING STUDIO 408 KING STUDIO 407 KING STUDIO 406 GUEST CORRIDOR 420 25 SB04A 9 18 ICE MACHINE 421 422 LINEN STORAGE 422 50 49 STAIR B VESTIBULE SB04A SB04 STAIR B SB04 1 STAIR A VESTIBULE SA04A SA04A GUEST CORRIDOR 420 SA04 STAIR A SA04 GUEST CORRIDOR 420 ELEVATOR LOBBY 423 Q ELECTRICAL ROOM 424 U 424 U KING STUDIO 416 G 1 A404 25 U X A51X X A512.1 3 A510 3 A512 KING STUDIO 405 KING STUDIO 404 KING STUDIO 403 KING STUDIO 402 KING STUDIO 401 G H1 H L H1 H 1 A402 1 A405 KEY NOTES THIS ELEVATOR CAR SHALL PROVIDE EMERGENCY ACCESS TO ALL FLOORS AND BE LARGE ENOUGH TO ACCOMMODATE AN AMBULANCE STRETCHER BACK OF HOUSE WASHER AND DRYERS. RE: BOH LAUNDRY EQUIPMENT PLAN FOR SPECIFICATIONS 1 EGRESS STAIR IN CONCRETE ENCLOSURE. RE: STRUCTURAL DWGS. TRENCH DRAIN FOR WASHING MACHINES LINE OF ROOFCANOPY ABOVE VEHICULAR DROP OFF -- RE: TO SITE PLAN AND DETAIL CARRY CARPET PATTERN INTO DOOR TO TRANSITION STRIP AS INDICATED -- REFER TO SHEET A-601 FOR TRANSITION DETAIL FLOOR DRAIN BREAKFAST COUNTER HOSE BIBB - FROST FREE WHERE REQUIRED. TAMPER REISISTANT, RECESSED. HOTEL LAUNDRY EQUIPMENT - REFER TO ENLARGED PLAN GUEST LAUNDRY EQUIPMENT - REFER TO ENLARGED PLAN PROVIDE CONVENIENCE OUTLETS IN CORRIDORS FOR HOUSEKEEPING EQUIPMENT AT MINIMUM EVERY 50' ACCESSIBLE ICE MACHINE WITH REQUIRED ACCESSIBLE APPROACH AREA: PROVIDE FLOOR DRAIN CENTERED UNDER ICE MACHINE AND PROVIDE POSITIVE SLOPE TOWARDS DRAIN WITHOUT AFFECTING ACCESSIBLE REQUIREMENTS, INSULATE DRAIN PIPES. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL AND HADG FOR ADDITIONAL REQUIREMENTS FOR ICE MACHINE AREA. TV LOCATION CANOPYTRELLIS BELOW DRYER VENT LOUVER -- REFER TO ELEVATIONS WIRE SHELVING SYSTEM - REFER TO FF&E FLOORS AND BE LARGE ENOUGH TO ACCOMMODATE AN AMBULANCE STRETCHER FIRE EXTINGUISHER (CABINET IN PUBLIC AREAS); INSTALLED SO THAT NO OPERABLE PART IS HIGHER THAN 48" A.F.F. CABINETS TO BE FULLY RECESSED KEYCARD READER ENTRANCE HARDWARE; MOUNTED SO THAT TOP OF READER IS A MAXIMUM OF 48" ABOVE GRADE OR FINISH FLOOR PUSH BUTTON INTERCOM OR HOUSE PHONE (OPTIONAL VIDEO MONITORING). MOUNT SO TOP OF DEVICE IS MAXIMUM OF 48" ABOVE GRADE. PROVIDE CLEAR FLOOR SPACE AS REQUIRED BY ACCESSIBILITY AT DEVICE. LAUNDRY CHUTE LOCATION CONTAINED WITHIN 2-HOUR RATED SHAFT WITH RATED DOOR MONITORING). MOUNT SO TOP OF DEVICE IS MAXIMUM OF 48" ABOVE GRADE. PROVIDE CLEAR FLOOR SPACE AS REQUIRED BY ACCESSIBILITY AT DEVICE. LINEN CART STORAGE AREA REFER TO PRODUCT SPECIFICATION FOR CARPET PATTERN. HYDRATION STATION SEE 5A-456 FOR DOOR TRIM AND FINISHES LUGGAGE CART STORAGE AREA FITNESS CENTER. RE: FITNESS CENTER PLAN FOR FITNESS CENTER EQUIPMENT LAYOUT AND SPECIFICATIONS. TWO COMPARTMENT SINK FOOD PREP AREA. REFER TO KITCHEN DRAWINGS FOR EQUIPMENT LAYOUT AND SPECS. WORK BENCH PER DESIGN STANDARDS. RE: DETAILS ON A5XX FOR MORE INFORMATION. GUEST BATH SLAB TO BE DROPPED 1" TO ALLOW FOR DRAIN. FLOOR TO SLOPE TO DRAIN. RE: GUEST BATH SHOWER DRAWINGS AND STRUCTURAL DRAWINGS FOR MORE INFORMATION. ACCESSIBLE TABLE, REFER TO FF & E SPECIFICATIONS PHONE RACK ACCESSIBLE WORK TABLE DROP SLAB 1" FOR SLOPE TOWARDS FLOOR DRAIN. RE: STRUCTURAL DRAWINGS. HOUSE PHONE 1 2 3 4 5 6 8 9 10 12 13 14 15 18 19 20 21 24 25 39 40 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 A. B. C. D. E. F. G. H. I. J. GENERAL NOTES REFER TO ENLARGED GUEST ROOM PLANS FOR DOOR TAGS & TYPES. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL FOR ADDITIONAL REQ'S FOR PASSENGER ELEVATORS, ELEVATOR LOBBIES & CORRIDORS. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL FOR ADDITIONAL REQ'S FOR STORAGE AREAS. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL FOR ADDITIONAL REQ'S FOR MECHANICAL, ELECTRICAL, & EQUIPMENT ROOMS. FIRE EXTINGUISHERS, SMOKE DETECTORS & OTHER EMERGENCY DEVICES TO BE LOCATED PER LOCAL CODE. FIRE EXTINGUISHER LOCATIONS WIN THE PUBLIC SPACE SHALL BE CONTAINED WIN FULLY RECESSED CABINETS. REFER TO HOME 2 SUITES BY HILTON STANDARDS MANUAL FOR ADDITIONAL REQ'S FOR ROOFING MATERIAL. ROOF SLOPES & NUMBER OF ROOF DRAINS PER LOCAL BUILDING CODES. REFER TO STANDARDS FOR FIXTURE & EQUIPMENT REQ'S . REFER TO HADG FOR FURTHER ADDITIONAL REQ'S FOR PUBLIC SPACES & EQUIPMENT FIRE ALARM SYSTEM SHALL HAVE PERMANENTLY INSTALLED AUDIBLE & VISIBLE ALARMS COMPLYING W NFPA 72 (1999 OR 2022 ADDITION) & AS REQ'D BY LOCAL AUTHORITIES. ALARMS MUST BE LOCATED IN PUBLIC & COMMON USE AREAS & GUEST ROOMS DESIGNATED AS "GUEST ROOMS W COMMUNICATIONS FEATURES" AT A MINIMUM. WHERE EMPLOYEE AREAS HAVE AUDIBLE ALARMS, THE WIRING SHALL BE DESIGNED SO VISIBLE ALARMS CAN BE INTEGRATED INTO THE SYSTEM, UNLESS GREATER STANDARDS ARE REQ'D BY LOCAL AUTHORITIES. (cid:35)(cid:52)(cid:37)(cid:42)(cid:43)(cid:54)(cid:39)(cid:37)(cid:54)(cid:55)(cid:52)(cid:39) (cid:50)(cid:46)(cid:35)(cid:48)(cid:48)(cid:43)(cid:48)(cid:41) (cid:43)(cid:48)(cid:54)(cid:39)(cid:52)(cid:43)(cid:49)(cid:52)(cid:53) (cid:21)(cid:20)(cid:20)(cid:19)(cid:3)(cid:57)(cid:39)(cid:53)(cid:54)(cid:3)(cid:35)(cid:46)(cid:35)(cid:36)(cid:35)(cid:47)(cid:35) (cid:42)(cid:49)(cid:55)(cid:53)(cid:54)(cid:49)(cid:48)(cid:14)(cid:3)(cid:54)(cid:39)(cid:58)(cid:35)(cid:53)(cid:3)(cid:25)(cid:25)(cid:18)(cid:27)(cid:26) (cid:25)(cid:19)(cid:21)(cid:17)(cid:23)(cid:20)(cid:20)(cid:196)(cid:19)(cid:18)(cid:23)(cid:22) (cid:25)(cid:19)(cid:21)(cid:17)(cid:23)(cid:20)(cid:20)(cid:196)(cid:22)(cid:22)(cid:27)(cid:24)(cid:3)(cid:40)(cid:35)(cid:58) (cid:91) (cid:86) (cid:75) (cid:78) (cid:67) (cid:86) (cid:75) (cid:82) (cid:85) (cid:81) (cid:42) (cid:35) (cid:50) (cid:3) (cid:3) (cid:84) (cid:81) (cid:72) (cid:3) (cid:86) (cid:69) (cid:71) (cid:81) (cid:84) (cid:50) (cid:35) (cid:3) (cid:76) (cid:19) (cid:18) (cid:25) (cid:26) (cid:25) (cid:3) (cid:85) (cid:67) (cid:90) (cid:71) (cid:54) (cid:3) (cid:14) (cid:80) (cid:75) (cid:86) (cid:85) (cid:87) (cid:35) (cid:3) (cid:16) (cid:70) (cid:88) (cid:36) (cid:78) (cid:3) (cid:16) (cid:84) (cid:44) (cid:3) (cid:45) (cid:46) (cid:47) (cid:3) (cid:86) (cid:85) (cid:71) (cid:57) (cid:3) (cid:23) (cid:18) (cid:21) LEVEL 4 OVERALL PLAN (cid:38)(cid:35)(cid:54)(cid:39) 2024-04-23 Owner Review LEVEL 4 OVERALL PLAN SCALE: 316" = 1'-0" 1 (cid:50)(cid:52)(cid:49)(cid:44)(cid:39)(cid:37)(cid:54)(cid:3)(cid:48)(cid:55)(cid:47)(cid:36)(cid:39)(cid:52)(cid:28) (cid:20)(cid:21)(cid:18)(cid:25) (cid:53)(cid:42)(cid:39)(cid:39)(cid:54)(cid:3)(cid:48)(cid:55)(cid:47)(cid:36)(cid:39)(cid:52)(cid:28) A104