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500 Alton 2-12 Commission HearingSee disclaimers page.Artist’s conceptual rendering. See disclaimers page. L 1 - 1 0 0 G R O U N D L E V E L R E N D E R E D P L A N S C A L E : 0 2 5 ' 5 0 ' 1 0 0 ' 1 5 0 ' 1 " = 5 0 ' - 0 ' 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA S C A L E : 0 2 5 ' 5 0 ' 1 0 0 ' 1 5 0 ' 1 " = 5 0 ' - 0 ' PARK RENDERED PLAN N 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 4 - 1 0 1 P A R K R E N D E R E D E N L . P L A N S C A L E : 0 1 0 ' 2 0 ' 4 0 ' 6 0 ' 1 " = 2 0 ' - 0 ' G R E A T L A W N K I D S P L A Y GARDENROOMS F I T N E S S D O G P A R K L I N E A R P A R K G A T H E R I N G A R E A FLE X P L A Z A R E S I L I E N C Y S W A L E 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 4 - 1 0 2 D O G P A R K / L A W N E N L A R G . P L A N S C A L E : 4 ' 8 ' 1 6 ' 2 4 ' 1 / 8 " = 1 ' - 0 " 0 NOTE: FOR DOG PARK EQUIPMENT DETAILS, REFER TO SHEET L5-116 G R E A T L A W N D O G P A R K R E S I L I E N C Y S W A L E 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 4 - 1 0 3 P L A Y S C A P E E N L A R G E M E N T P L A N S C A L E : 4 ' 8 ' 1 6 ' 2 4 ' 1 / 8 " = 1 ' - 0 " 0 NOTE: FOR PLAYGROUND EQUIPMENT DETAILS, REFER TO SHEET L5-114 AND L5-115 K I D S P L A Y G R E A T L A W N T R E L L I S S E A T I N G A R E A D O G P A R K F I T N E S S T R E L L I S R E S I L I E N C Y S W A L E FLEX PLAZA 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 4 - 1 0 4 F I T N E S S E N L A R G E M E N T P L A N S C A L E : 4 ' 8 ' 1 6 ' 2 4 ' 1 / 8 " = 1 ' - 0 " 0 NOTE: FOR FITNESS EQUIPMENT DETAILS, REFER TO SHEET L5-112 AND L5-113 FITNE S S D O G P A R K KIDS PLAYTRELLIS L I N E A R P A R K RESILIENCY SWALE West Ave. Access Pedestrian BridgeAccess Biscayne Baywalk Access See disclaimers page. Enhanced Access Points Connectivity & Visual Corridors See disclaimers page. Circulation Path Structure 8,E .O9RNE= ;%T)6 4)6I4,)6= 78OR1;A8ER 1ANAGE1EN8 (r] RivIr Es En )\TIriInGI The Dray River for Stormwater Collection See disclaimers page. Stormwater Management Dry River as an Experience See disclaimers page. Stormwater Management78OR1;A8ER 1ANAGE1EN8 ;EtIr (ItIntion on 7itI 4EVO 4EZMPPMSR Water Detention on Site See disclaimers page. Perimeter Water Collection Optimizing Topography + 3 . 6 ' 4 . 0 ' + 5 . 5 ' 7 ' 6 ' 6 ' 8 ' 9 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 6 ' 6 ' 8 ' 7 ' 7 ' 8 ' 6 ' 5 ' 4 ' 5 ' 5 ' 5 ' 9 ' 1 0 ' 1 1 ' 8 ' 1 0 ' 1 0 ' 9 ' 9 ' 8 ' 1 1 ' 8 ' 6 ' 8 ' 9 ' 8 ' 8 ' 9 ' 1 0 ' 8 ' 1 1 ' 9 ' 1 0 ' 7 ' 7 ' 8 ' 6 ' 7 ' 6 ' 8 ' 6 ' 5 ' 5 ' 3 ' 7 ' 7 ' 7 ' 8 ' 6 ' 7 ' 8 ' 7 ' W E S T A V E N U E A L T O N R O A D + 4 . 0 ' + 3 . 9 ' + 3 . 4 ' 7 ' + 3 . 3 2 ' + 3 . 8 2 ' 5 ' + 4 . 0 ' + 8 . 8 ' + 3 . 5 ' + 5 . 5 ' + 8 . 8 ' + 7 . 0 ' 5 ' 6 ' 8 . 7 ' 4 ' 4 ' + 5 . 5 ' + 6 . 5 ' 6 ' 4 ' +3.6' + 6 . 5 ' +4' 4 ' 6 ' 5 ' + 3 . 8 ' 7 ' 4.9% SLOPE 4 ' 6 ' 5 ' 4 ' + 7 . 9 5 ' +9.0' + 8 . 5 ' 7 ' 8 ' 6 ' + 8 . 8 ' 8 ' 7 ' 6 ' 5 ' 4 . 2 3 ' 3 2 - 9 2 - 2 3 3 2 - 1 3 - 1 3 B 3 2 - 1 3 - 1 4 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 A 3 2 - 3 7 - 0 0 3 2 - 1 5 - 4 0 3 2 - 1 3 - 1 3 A 3 2 - 1 2 - 0 0 3 2 - 9 2 - 2 3 3 2 - 1 6 - 1 3 3 2 - 3 2 - 5 3 3 2 - 1 4 - 4 0 A 3 2 - 1 1 - 2 3 3 2 - 3 7 - 0 0 3 2 - 1 5 - 4 0 3 2 - 1 4 - 4 0 A 3 2 - 9 1 - 1 3 3 2 - 1 3 - 1 4 3 2 - 1 1 - 2 3 3 2 - 1 1 - 2 3 3 2 - 9 2 - 2 3 3 2 - 9 1 - 1 3 3 2 - 9 1 - 1 3 3 2 - 1 3 - 1 4 3 2 - 1 3 - 1 6 3 2 - 1 6 - 1 3 3 2 - 9 1 - 1 3 3 2 - 1 1 - 2 3 3 2 - 3 7 - 0 0 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 B 3 2 - 1 1 - 2 3 3 2 - 1 1 - 2 3 3 2 - 9 2 - 2 3 3 2 - 1 4 - 1 3 3 2 - 1 2 - 0 1 3 2 - 1 3 - 1 4 3 2 - 1 1 - 2 3 3 2 - 1 3 - 1 6 3 2 - 1 2 - 0 0 1 2 - 9 3 - 2 3 1 2 - 9 3 - 4 2 2 2 - 4 7 - 1 3 A 1 2 - 9 9 - 4 3 2 2 - 4 7 - 1 3 1 2 - 9 4 - 2 3 1 2 - 9 3 - 2 3 1 2 - 9 8 - 4 3 1 2 - 9 3 - 1 3 1 2 - 9 9 - 4 3 1 2 - 9 2 - 1 3 1 2 - 9 3 - 4 3 D 1 2 - 9 3 - 4 3 E 1 2 - 9 3 - 2 3 1 2 - 9 8 - 4 3 F S 1 D R 4 E A 4 Q V 2 8 T R 3 1 0 S S 9 T R 2 1 2 S M 5 4 Q V 3 3 8 M F 2 8 R R 3 6 C E 6 G L 1 3 K F 4 E F 3 4 A E 2 3 G A T E G A T E E X I S T I N G 1 S T O R Y C B S B U I L D I N G N O T E : R E F E R T O S U R V E Y V A N A C C E S S I B L E ALTON ROAD WEST AVENUE 6TH STREET 5TH STREET MACARTHUR CAUSEWAY A L T O N R O A D 6TH STREET W E S T A V E N U E 7TH STREET B E N T L E Y B A Y T H E F L O R I D I A N M I A M I B E A C H D N UP U P ELE V . R 1 /F I R E E L E V . F I R E / S E R V . E L E V . R 3 ELEV. P2 E L E V . P 3 E L E V . P 1 E L E V . L O B B Y # 1 E L E V . L O B B Y # 3 P A C K A G E R M 1 R E N T A L E L E V A T O R L O B B Y P A C K A G E R M ELEV. LOBBY # 2 S E R V I C E / B O H FPL VAULT TRASH LIFT F C C R M 2 0 0 S F B O H 9 SPACES ON RAMPTO BASEMENTRAMP UP 5'-0"OPEN TOBELOW VALET /SERV. ELEV PROPERTY LINE17FT MIN. SETBACKFROM EDGE OFADDITIONAL TURN LANEEDGE OFADDITIONALTURN LANEPARKING LEVEL 0189 SPACES20 VALET SPACES)RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')OVERHEADROLLING DOORRAMP UP6" AT 5%GATEGATE ONLYONLYRAMP DN 4'-6"ELEV . R 1 /FI R E E L E V . F I R E / S E R V . E L E V . R 3 ELEV. P2 E L E V . P 3 E L E V . P 1 E L E V . L O B B Y # 1 E L E V . L O B B Y # 3 P A C K A G E R M 1 R E N T A L E L E V A T O R L O B B Y COLD STO. P A C K A G E R M MAIL RMFPL VAULT TRASH LIFT F C C R M 2 0 0 S F B O H 9 SPACES ON RAMPTO BASEMENTRAMP UP 5'-0"RAMP UP 5'-0"OPEN TOBELOW VALET /SERV. ELEVMECH.48" X 4 8 " P L A N T E R P L A N T E R CONDOLOBBY R E N T A L L O B B Y R A M P D N 1 ' - 6 " R A M P D N 2 ' - 6 " LOADING AREA D R O P - O F F SIGNATURERESIDENTIALDROP-OFFSIGNAGE S I G N A G E R E T A I L 5 , 5 3 0 S F muscle2 1416 001 1 L 3 - 0 0 0 1 L 3 - 0 0 6 1 L 3 - 0 0 5 1L3-004 1L3-003 8 L 5 - 1 1 0 B 2 L 5 - 1 1 0 A 3 L 5 - 1 1 0 A 1L3-008 1 L 3 - 0 0 7 1 L 3 - 0 0 2 1 L 3 - 0 0 1 8 L 5 - 1 1 0 B 1 L 3 - 0 0 9 1 L 3 - 0 1 0 3 L 5 - 1 1 0 A 1 L 3 - 1 0 0 1L3-10 1 1L3-102 4 L 5 - 1 1 0 A 7 L 5 - 1 1 0 B 5 L 5 - 1 1 0 A 5 L 5 - 1 1 0 A 5 L 5 - 1 1 0 A 3 L 5 - 1 1 0 A 3 L 5 - 1 1 0 A 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 1 - 1 1 0 G R O U N D L E V E L L A N D S C A P E P L A N S C A L E : 0 2 0 ' 4 0 ' 8 0 ' 1 2 0 ' 1 " = 4 0 ' - 0 ' NOTE: REFER TO SHEET L6-100 AND L6-101 FOR GROUND LEVEL LA N D S C A P E SCHEDULES N E X I S T I N G 1 S T O R Y C B S B U I L D I N G N O T E : R E F E R T O S U R V E Y 6TH STREETALT O N R O A D W E S T A V E N U E RETAIL5,530 SF+3.6' 4 . 0 ' + 5 . 5 ' 7' 6 ' 6 ' 8 ' 9 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 7 . 5 ' 7.5' 7 . 5 ' 7.5' 6 ' 6 ' 8 ' 7 ' 7 ' 8 ' 6 ' 5 ' 4 ' 5 ' 5 ' 5 ' 9 ' 1 0 ' 1 1 ' 8 ' 10'10'9'9'8'11'8' 6 ' 8'9'8'8'9' 1 0 ' 8 ' 1 1 ' 9 ' 1 0 ' 7 ' 7 ' 8 ' 6 ' 7 ' 6 ' 8 ' 6 ' 5 ' 5 ' 3 ' 7 ' 7 ' 7'8'6'7' 8 ' 7 ' W E S T A V E N U E A L T O N R O A D +4.0'+3.9'+3.4'7'+3.32'+3.82'5' + 4 . 0 ' +8.8'+5.5'+8.8'+7.0'5'6'8.7'4'4'6'4'+3.8'7'4'6'5'4'7'8'6'+8.8'8'7'6'5'4.23' 3 2 - 9 2 - 2 3 3 2 - 1 3 - 1 3 B 3 2 - 1 3 - 1 4 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 A 3 2 - 3 7 - 0 0 3 2 - 1 5 - 4 0 3 2 - 1 3 - 1 3 A 3 2 - 1 2 - 0 0 3 2 - 9 2 - 2 3 3 2 - 1 6 - 1 3 3 2 - 3 2 - 5 3 3 2 - 1 4 - 4 0 A 3 2 - 1 1 - 2 3 3 2 - 3 7 - 0 0 3 2 - 1 5 - 4 0 3 2 - 1 4 - 4 0 A 3 2 - 9 1 - 1 3 3 2 - 1 3 - 1 4 3 2 - 1 1 - 2 3 3 2 - 1 1 - 2 3 3 2 - 9 2 - 2 3 3 2 - 9 1 - 1 3 3 2 - 9 1 - 1 3 3 2 - 1 3 - 1 4 3 2 - 1 3 - 1 6 3 2 - 1 6 - 1 3 3 2 - 9 1 - 1 3 3 2 - 1 1 - 2 3 3 2 - 3 7 - 0 0 3 2 - 1 3 - 1 3 A 3 2 - 1 3 - 1 3 B 3 2 - 1 1 - 2 3 3 2 - 1 1 - 2 3 3 2 - 9 2 - 2 3 3 2 - 1 4 - 1 3 3 2 - 1 3 - 1 4 3 2 - 1 1 - 2 3 3 2 - 1 2 - 0 0 FS1 D R 4 E A 4 Q V 2 8 T R 3 1 0 S S 9 T R 2 1 2 S M 5 4 Q V 3 3 8 M F 2 8 R R 3 6 C E 6 G L 1 3 K F 4 E F 3 4 A E 2 3 1 L 3 - 0 0 0 1L3-006 8L5-110B 2 L 5 - 1 1 0 A 3 L 5 - 1 1 0 A 1L3-0071L3-002 1 L 3 - 0 0 1 8L5-110B 1L3-009 1 L 3 - 0 1 0 3 L 5 - 1 1 0 A 1 L 3 - 1 0 0 4 L 5 - 1 1 0 A 7 L 5 - 1 1 0 B 5L5-110A 5 L 5 - 1 1 0 A 5 L 5 - 1 1 0 A 3 L 5 - 1 1 0 A 3 L 5 - 1 1 0 A 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 4 - 1 1 1 P A R K E N L A R G E M E N T P L A N S C A L E : 0 1 0 ' 2 0 ' 4 0 ' 6 0 ' 1 " = 2 0 ' - 0 ' + 3 . 6 ' 4 . 0 ' + 5 . 5 ' 7 ' 6 ' 6 ' 8 ' 9 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 6 ' 6 ' 8 ' 7 ' 7 ' 8 ' 6 ' 5 ' 4 ' 5 ' 5 ' 5 ' 9 ' 1 0 ' 1 1 ' 8 ' 1 0 ' 1 0 ' 9 ' 9 ' 8 ' 1 1 ' 8 ' 6 ' 8 ' 9 ' 8 ' 8 ' 9 ' 1 0 ' 8 ' 1 1 ' 9 ' 1 0 ' 7 ' 7 ' 8 ' 6 ' 7 ' 6 ' 8 ' 6 ' 5 ' 5 ' 3 ' 7 ' 7 ' 7 ' 8 ' 6 ' 7 ' 8 ' 7 ' + 4 . 0 ' + 3 . 9 ' + 3 . 4 ' 7 ' + 3 . 3 2 ' + 3 . 8 2 ' 5 ' + 4 . 0 ' + 8 . 8 ' + 3 . 5 ' + 5 . 5 ' + 8 . 8 ' + 7 . 0 ' 5 ' 6 ' 8 . 7 ' 4 ' 4 ' + 5 . 5 ' + 6 . 5 ' 6 ' 4 ' +3.6' + 6 . 5 ' +4' 4 ' 6 ' 5 ' + 3 . 8 ' 7 ' 4.9% SLOPE 4 ' 6 ' 5 ' 4 ' + 7 . 9 5 ' +9.0' + 8 . 5 ' 7 ' 8 ' 6 ' + 8 . 8 ' 8 ' 7 ' 6 ' 5 ' 4 . 2 3 ' A L L L I G H T P O S T S T O B E C U T O F F A T 1 6 ' O R B E L O W T O A V O I D L I G H T T R E S P A S S I N T O L O W E R L E V E L U N I T S . G A T E G A T E E X I S T I N G 1 S T O R Y C B S B U I L D I N G N O T E : R E F E R T O S U R V E Y V A N A C C E S S I B L E ALTON ROAD WEST AVENUE 6TH STREET 5TH STREET MACARTHUR CAUSEWAY A L T O N R O A D 6TH STREET W E S T A V E N U E 7TH STREET B E N T L E Y B A Y T H E F L O R I D I A N M I A M I B E A C H D N UP U P ELE V . R 1 /F I R E E L E V . F I R E / S E R V . E L E V . R 3 ELEV. P2 E L E V . P 3 E L E V . P 1 E L E V . L O B B Y # 1 E L E V . L O B B Y # 3 P A C K A G E R M 1 R E N T A L E L E V A T O R L O B B Y P A C K A G E R M ELEV. LOBBY # 2 S E R V I C E / B O H FPL VAULT TRASH LIFT F C C R M 2 0 0 S F B O H 9 SPACES ON RAMPTO BASEMENTRAMP UP 5'-0"OPEN TOBELOW VALET /SERV. ELEV PROPERTY LINE17FT MIN. SETBACKFROM EDGE OFADDITIONAL TURN LANEEDGE OFADDITIONALTURN LANEPARKING LEVEL 0189 SPACES20 VALET SPACES)RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')OVERHEADROLLING DOORRAMP UP6" AT 5%GATEGATE ONLYONLYRAMP DN 4'-6"ELEV . R 1 /FI R E E L E V . F I R E / S E R V . E L E V . R 3 ELEV. P2 E L E V . P 3 E L E V . P 1 E L E V . L O B B Y # 1 E L E V . L O B B Y # 3 P A C K A G E R M 1 R E N T A L E L E V A T O R L O B B Y COLD STO. P A C K A G E R M MAIL RMFPL VAULT TRASH LIFT F C C R M 2 0 0 S F B O H 9 SPACES ON RAMPTO BASEMENTRAMP UP 5'-0"RAMP UP 5'-0"OPEN TOBELOW VALET /SERV. ELEVMECH.48" X 4 8 " P L A N T E R P L A N T E R CONDOLOBBY R E N T A L L O B B Y R A M P D N 1 ' - 6 " R A M P D N 2 ' - 6 " LOADING AREA D R O P - O F F SIGNATURERESIDENTIALDROP-OFFSIGNAGE S I G N A G E R E T A I L 5 , 5 3 0 S F E A 4 M F 2 8 G L 1 3 E F 3 4 A E 2 3 E N T R A N C E S I G N A G E E N T R A N C E A I G N A G E E N T R A N C E S I G N A G E E N T R A N C E S I G N A G E E N T R A N C E S I G N A G E S T R E E T T R E E S T O H A V E M I N I M U M 6 ' C L E A R T R U N K 1 0 ' C O N C R E T E P A T H A C C O M M O D A T E S E M E R G E N C Y V E H I C L E S 1 0 ' C O N C R E T E P A T H A C C O M M O D A T E S E M E R G E N C Y V E H I C L E S P L A N T I N G S B E L O W 3 6 " I N H E I G H T P L A N T I N G S B E L O W 3 6 " I N H E I G H T L I G H T P O L E S T O H A V E P R O V I S I O N S F O R F U T U R E C A M E R A I N S T A L L A T I O N T H R O U G H O U T T H E P A R K A N D O N E L E V A T E D B E R M S . P O L E L I G H T I N G T H R O U G H O U T P A R K T O B E C U T A B O V E 1 6 ' . P A R K I N G L O T P O L E L I G H T I N G T O B E C U T A B O V E 1 6 ' muscle2 1416 001 1 L 3 - 0 0 0 1 L 3 - 0 0 6 1 L 3 - 0 0 5 1L3-004 1L3-003 8 L 5 - 1 1 0 B 2 L 5 - 1 1 0 A 3 L 5 - 1 1 0 A 1L3-008 1 L 3 - 0 0 7 1 L 3 - 0 0 2 1 L 3 - 0 0 1 8 L 5 - 1 1 0 B 1 L 3 - 0 0 9 1 L 3 - 0 1 0 3 L 5 - 1 1 0 A 1 L 3 - 1 0 0 1L3-10 1 1L3-102 4 L 5 - 1 1 0 A 7 L 5 - 1 1 0 B 5 L 5 - 1 1 0 A 5 L 5 - 1 1 0 A 5 L 5 - 1 1 0 A 3 L 5 - 1 1 0 A 3 L 5 - 1 1 0 A 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 1 - 1 1 1 G R O U N D L E V E L C P T E D P L A N S C A L E : 0 2 0 ' 4 0 ' 8 0 ' 1 2 0 ' 1 " = 4 0 ' - 0 ' NOTE: REFER TO SHEET L6-100 FOR GROUND LEVEL LANDSCAPE S C H E D U L E S N + 3 . 6 ' 4 . 0 ' + 5 . 5 ' 7 ' 6 ' 6 ' 8 ' 9 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 6 ' 6 ' 8 ' 7 ' 7 ' 8 ' 6 ' 5 ' 4 ' 5 ' 5 ' 5 ' 9 ' 1 0 ' 1 1 ' 8 ' 1 0 ' 1 0 ' 9 ' 9 ' 8 ' 1 1 ' 8 ' 6 ' 8 ' 9 ' 8 ' 8 ' 9 ' 1 0 ' 8 ' 1 1 ' 9 ' 1 0 ' 7 ' 7 ' 8 ' 6 ' 7 ' 6 ' 8 ' 6 ' 5 ' 5 ' 3 ' 7 ' 7 ' 7 ' 8 ' 6 ' 7 ' 8 ' 7 ' + 4 . 0 ' + 3 . 9 ' + 3 . 4 ' 7 ' + 3 . 3 2 ' + 3 . 8 2 ' 5 ' + 4 . 0 ' + 8 . 8 ' + 3 . 5 ' + 5 . 5 ' + 8 . 8 ' + 7 . 0 ' 5 ' 6 ' 8 . 7 ' 4 ' 4 ' + 5 . 5 ' + 6 . 5 ' 6 ' 4 ' +3.6' + 6 . 5 ' +4' 4 ' 6 ' 5 ' + 3 . 8 ' 7 ' 4.9% SLOPE 4 ' 6 ' 5 ' 4 ' + 7 . 9 5 ' +9.0' + 8 . 5 ' 7 ' 8 ' 6 ' + 8 . 8 ' 8 ' 7 ' 6 ' 5 ' 4 . 2 3 ' F S 1 D R 4 E A 4 Q V 2 8 T R 3 1 0 S S 9 T R 2 1 2 S M 5 4 Q V 3 3 8 M F 2 8 R R 3 6 C E 6 G L 1 3 K F 4 E F 3 4 A E 2 3 G A T E G A T E E X I S T I N G 1 S T O R Y C B S B U I L D I N G N O T E : R E F E R T O S U R V E Y V A N A C C E S S I B L E ALTON ROAD WEST AVENUE 6TH STREET 5TH STREET MACARTHUR CAUSEWAY A L T O N R O A D 6TH STREET W E S T A V E N U E 7TH STREET B E N T L E Y B A Y T H E F L O R I D I A N M I A M I B E A C H D N UP U P ELE V . R 1 /F I R E E L E V . F I R E / S E R V . E L E V . R 3 ELEV. P2 E L E V . P 3 E L E V . P 1 E L E V . L O B B Y # 1 E L E V . L O B B Y # 3 P A C K A G E R M 1 R E N T A L E L E V A T O R L O B B Y P A C K A G E R M ELEV. LOBBY # 2 S E R V I C E / B O H FPL VAULT TRASH LIFT F C C R M 2 0 0 S F B O H 9 SPACES ON RAMPTO BASEMENTRAMP UP 5'-0"OPEN TOBELOW VALET /SERV. ELEV PROPERTY LINE17FT MIN. SETBACKFROM EDGE OFADDITIONAL TURN LANEEDGE OFADDITIONALTURN LANEPARKING LEVEL 0189 SPACES20 VALET SPACES)RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')OVERHEADROLLING DOORRAMP UP6" AT 5%GATEGATE ONLYONLYRAMP DN 4'-6"ELEV . R 1 /FI R E E L E V . F I R E / S E R V . E L E V . R 3 ELEV. P2 E L E V . P 3 E L E V . P 1 E L E V . L O B B Y # 1 E L E V . L O B B Y # 3 P A C K A G E R M 1 R E N T A L E L E V A T O R L O B B Y COLD STO. P A C K A G E R M MAIL RMFPL VAULT TRASH LIFT F C C R M 2 0 0 S F B O H 9 SPACES ON RAMPTO BASEMENTRAMP UP 5'-0"RAMP UP 5'-0"OPEN TOBELOW VALET /SERV. ELEVMECH.48" X 4 8 " P L A N T E R P L A N T E R CONDOLOBBY R E N T A L L O B B Y R A M P D N 1 ' - 6 " R A M P D N 2 ' - 6 " LOADING AREA D R O P - O F F SIGNATURERESIDENTIALDROP-OFFSIGNAGE S I G N A G E R E T A I L 5 , 5 3 0 S F 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 1 - 1 2 0 G R O U N D L E V E L T R E E P L A N S C A L E : 0 2 0 ' 4 0 ' 8 0 ' 1 2 0 ' 1 " = 4 0 ' - 0 ' NOTE: REFER TO SHEET L6-100 FOR GROUND LEVEL TREE SCHEDU L E + 3 . 6 ' 4 . 0 ' + 5 . 5 ' 7 ' 6 ' 6 ' 8 ' 9 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 6 ' 6 ' 8 ' 7 ' 7 ' 8 ' 6 ' 5 ' 4 ' 5 ' 5 ' 5 ' 9 ' 1 0 ' 1 1 ' 8 ' 1 0 ' 1 0 ' 9 ' 9 ' 8 ' 1 1 ' 8 ' 6 ' 8 ' 9 ' 8 ' 8 ' 9 ' 1 0 ' 8 ' 1 1 ' 9 ' 1 0 ' 7 ' 7 ' 8 ' 6 ' 7 ' 6 ' 8 ' 6 ' 5 ' 5 ' 3 ' 7 ' 7 ' 7 ' 8 ' 6 ' 7 ' 8 ' 7 ' + 4 . 0 ' + 3 . 9 ' + 3 . 4 ' 7 ' + 3 . 3 2 ' + 3 . 8 2 ' 5 ' + 4 . 0 ' + 8 . 8 ' + 3 . 5 ' + 5 . 5 ' + 8 . 8 ' + 7 . 0 ' 5 ' 6 ' 8 . 7 ' 4 ' 4 ' + 5 . 5 ' + 6 . 5 ' 6 ' 4 ' +3.6' + 6 . 5 ' +4' 4 ' 6 ' 5 ' + 3 . 8 ' 7 ' 4.9% SLOPE 4 ' 6 ' 5 ' 4 ' + 7 . 9 5 ' +9.0' + 8 . 5 ' 7 ' 8 ' 6 ' + 8 . 8 ' 8 ' 7 ' 6 ' 5 ' 4 . 2 3 ' G A T E G A T E E X I S T I N G 1 S T O R Y C B S B U I L D I N G N O T E : R E F E R T O S U R V E Y V A N A C C E S S I B L E ALTON ROAD WEST AVENUE 6TH STREET 5TH STREET MACARTHUR CAUSEWAY A L T O N R O A D 6TH STREET W E S T A V E N U E 7TH STREET B E N T L E Y B A Y T H E F L O R I D I A N M I A M I B E A C H D N UP U P ELE V . R 1 /F I R E E L E V . F I R E / S E R V . E L E V . R 3 ELEV. P2 E L E V . P 3 E L E V . P 1 E L E V . L O B B Y # 1 E L E V . L O B B Y # 3 P A C K A G E R M 1 R E N T A L E L E V A T O R L O B B Y P A C K A G E R M ELEV. LOBBY # 2 S E R V I C E / B O H FPL VAULT TRASH LIFT F C C R M 2 0 0 S F B O H 9 SPACES ON RAMPTO BASEMENTRAMP UP 5'-0"OPEN TOBELOW VALET /SERV. ELEV PROPERTY LINE17FT MIN. SETBACKFROM EDGE OFADDITIONAL TURN LANEEDGE OFADDITIONALTURN LANEPARKING LEVEL 0189 SPACES20 VALET SPACES)RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')OVERHEADROLLING DOORRAMP UP6" AT 5%GATEGATE ONLYONLYRAMP DN 4'-6"ELEV . R 1 /FI R E E L E V . F I R E / S E R V . E L E V . R 3 ELEV. P2 E L E V . P 3 E L E V . P 1 E L E V . L O B B Y # 1 E L E V . L O B B Y # 3 P A C K A G E R M 1 R E N T A L E L E V A T O R L O B B Y COLD STO. P A C K A G E R M MAIL RMFPL VAULT TRASH LIFT F C C R M 2 0 0 S F B O H 9 SPACES ON RAMPTO BASEMENTRAMP UP 5'-0"RAMP UP 5'-0"OPEN TOBELOW VALET /SERV. ELEVMECH.48" X 4 8 " P L A N T E R P L A N T E R CONDOLOBBY R E N T A L L O B B Y R A M P D N 1 ' - 6 " R A M P D N 2 ' - 6 " LOADING AREA D R O P - O F F SIGNATURERESIDENTIALDROP-OFFSIGNAGE S I G N A G E R E T A I L 5 , 5 3 0 S F E A 4 M F 2 8 G L 1 3 E F 3 4 A E 2 3 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 1 - 1 3 0 G R O U N D L E V E L S H R U B P L A N S C A L E : 0 2 0 ' 4 0 ' 8 0 ' 1 2 0 ' 1 " = 4 0 ' - 0 ' NOTE: REFER TO SHEET L6-100 FOR GROUND LEVEL SHRUB & GRO U N D C O V E R S C H E D U L E S + 3 . 6 ' 4 . 0 ' + 5 . 5 ' 7 ' 6 ' 6 ' 8 ' 9 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 6 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 6 ' 6 ' 8 ' 7 ' 7 ' 8 ' 6 ' 5 ' 4 ' 5 ' 5 ' 5 ' 9 ' 1 0 ' 1 1 ' 8 ' 1 0 ' 1 0 ' 9 ' 9 ' 8 ' 1 1 ' 8 ' 6 ' 8 ' 9 ' 8 ' 8 ' 9 ' 1 0 ' 8 ' 1 1 ' 9 ' 1 0 ' 7 ' 7 ' 8 ' 6 ' 7 ' 6 ' 8 ' 6 ' 5 ' 5 ' 3 ' 7 ' 7 ' 7 ' 8 ' 6 ' 7 ' 8 ' 7 ' + 4 . 0 ' + 3 . 9 ' + 3 . 4 ' 7 ' + 3 . 3 2 ' + 3 . 8 2 ' 5 ' + 4 . 0 ' + 8 . 8 ' + 3 . 5 ' + 5 . 5 ' + 8 . 8 ' + 7 . 0 ' 5 ' 6 ' 8 . 7 ' 4 ' 4 ' + 5 . 5 ' + 6 . 5 ' 6 ' 4 ' +3.6' + 6 . 5 ' +4' 4 ' 6 ' 5 ' + 3 . 8 ' 7 ' 4.9% SLOPE 4 ' 6 ' 5 ' 4 ' + 7 . 9 5 ' +9.0' + 8 . 5 ' 7 ' 8 ' 6 ' + 8 . 8 ' 8 ' 7 ' 6 ' 5 ' 4 . 2 3 ' W A L K W A Y 1 I l l u m i n a n c e ( F c ) A v e r a g e = 1 . 2 3 M a x i m u m = 2 . 9 M i n i m u m = 0 . 2 A v g / M i n R a t i o = 6 . 1 5 M a x / M i n R a t i o = 1 4 . 5 0 W A L K W A Y 1 I l l u m i n a n c e ( F c ) A v e r a g e = 1 . 2 3 M a x i m u m = 2 . 9 M i n i m u m = 0 . 2 A v g / M i n R a t i o = 6 . 1 5 M a x / M i n R a t i o = 1 4 . 5 0 W A L K W A Y 2 I l l u m i n a n c e ( F c ) A v e r a g e = 0 . 9 3 M a x i m u m = 2 . 9 M i n i m u m = 0 . 1 A v g / M i n R a t i o = 9 . 3 0 M a x / M i n R a t i o = 2 9 . 0 0 W A L K W A Y 2 I l l u m i n a n c e ( F c ) A v e r a g e = 0 . 9 3 M a x i m u m = 2 . 9 M i n i m u m = 0 . 1 A v g / M i n R a t i o = 9 . 3 0 M a x / M i n R a t i o = 2 9 . 0 0 W A L K W A Y 3 I l l u m i n a n c e ( F c ) A v e r a g e = 0 . 9 8 M a x i m u m = 3 . 0 M i n i m u m = 0 . 1 A v g / M i n R a t i o = 9 . 8 0 M a x / M i n R a t i o = 3 0 . 0 0 W A L K W A Y 3 I l l u m i n a n c e ( F c ) A v e r a g e = 0 . 9 8 M a x i m u m = 3 . 0 M i n i m u m = 0 . 1 A v g / M i n R a t i o = 9 . 8 0 M a x / M i n R a t i o = 3 0 . 0 0 _ P A R K I N G I l l u m i n a n c e ( F c ) A v e r a g e = 1 . 3 5 M a x i m u m = 4 . 4 M i n i m u m = 0 . 4 A v g / M i n R a t i o = 3 . 3 8 M a x / M i n R a t i o = 1 1 . 0 0 _ P A R K I N G I l l u m i n a n c e ( F c ) A v e r a g e = 1 . 3 5 M a x i m u m = 4 . 4 M i n i m u m = 0 . 4 A v g / M i n R a t i o = 3 . 3 8 M a x / M i n R a t i o = 1 1 . 0 0 L u m i n a i r e S c h e d u l e L a b e l S y m b o l Q t y A r r a n g e m e n t M a n u f a c t u r e r D e s c r i p t i o n L L F A r r . W a t t s A r r . L u m . L u m e n s S 1 2 8 S I N G L E L a n d s c a p e F o r m s A H - 0 0 4 L 3 - 1 4 0 F - X X K - U V 1 - P M 1 - X X X / / A H - 1 6 - A - 5 - X X X - X X X ( T O R R E S A R E A L I G H T , 4 L E D , 1 0 0 - 2 7 7 V A C / / 1 6 F T , 5 I N D I A P O L E ) 0 . 9 5 0 3 8 . 0 5 2 6 4 4 S 2 6 S I N G L E L a n d s c a p e F o r m s A H - 0 0 7 L 2 - 1 4 0 F - X X K - U V 1 - P M 1 - X X X / / A H - 2 0 - A - 5 - X X X - X X X ( T O R R E S A R E A L I G H T , 7 L E D , 1 0 0 - 2 7 7 V A C / / 2 0 F T , 5 I N D I A P O L E ) 0 . 9 5 0 6 3 . 2 3 4 6 6 3 S 3 1 B A C K - B A C K L a n d s c a p e F o r m s A H 9 9 9 - 0 0 7 L 4 - 3 1 3 F - X X K - U V 1 - P M 1 - X X X / / A H - 2 0 - A - 5 - X X X - X X X ( T O R R E S A R E A L I G H T , H . O . , 1 0 0 - 2 7 7 V A C / / 2 0 F T , I N D I A P O L E ) 0 . 9 5 0 1 0 8 1 0 9 2 2 C a l c u l a t i o n S u m m a r y L a b e l C a l c T y p e U n i t s A v g M a x M i n A v g / M i n M a x / M i n W A L K W A Y 1 I l l u m i n a n c e F c 1 . 2 3 2 . 9 0 . 2 6 . 1 5 1 4 . 5 0 W A L K W A Y 2 I l l u m i n a n c e F c 0 . 9 3 2 . 9 0 . 1 9 . 3 0 2 9 . 0 0 W A L K W A Y 3 I l l u m i n a n c e F c 0 . 9 8 3 . 0 0 . 1 9 . 8 0 3 0 . 0 0 _ P A R K I N G I l l u m i n a n c e F c 1 . 3 5 4 . 4 0 . 4 3 . 3 8 1 1 . 0 0 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 2 M H : 2 0 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 1 M H : 1 6 S 2 M H : 2 0 S 2 M H : 2 0 S 2 M H : 2 0 S 2 M H : 2 0 S 2 M H : 2 0 S 1 M H : 1 6 S 3 M H : 2 3 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 2 0 . 1 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 3 0 . 5 0 . 6 0 . 5 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 3 0 . 6 1 . 0 1 . 2 1 . 0 0 . 6 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 3 0 . 6 1 . 0 1 . 3 1 . 0 0 . 5 0 . 3 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 3 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 3 0 . 4 0 . 5 0 . 8 0 . 9 0 . 9 0 . 7 0 . 6 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 3 0 . 5 0 . 6 0 . 7 0 . 5 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 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0 . 7 0 . 7 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 3 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 1 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 2 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 0 0 . 0 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 4 0 . 7 0 . 9 0 . 8 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 3 0 . 2 0 . 3 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 1 . 0 0 . 7 0 . 6 0 . 8 0 . 9 0 . 8 0 . 7 0 . 6 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 5 0 . 6 0 . 7 0 . 8 0 . 9 0 . 8 0 . 6 0 . 6 1 . 0 1 . 1 0 . 9 1 . 2 1 . 5 1 . 3 1 . 1 0 . 9 0 . 7 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 0 . 5 0 . 7 0 . 8 1 . 1 1 . 4 1 . 5 1 . 2 0 . 9 1 . 0 1 . 2 1 . 6 2 . 3 2 . 3 1 . 8 1 . 3 0 . 9 0 . 7 0 . 6 0 . 5 0 . 5 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 7 0 . 9 1 . 3 1 . 8 2 . 3 2 . 3 1 . 6 1 . 1 0 . 6 0 . 8 1 . 1 1 . 3 1 . 9 2 . 7 3 . 1 2 . 8 2 . 0 1 . 3 0 . 9 0 . 7 0 . 6 0 . 6 0 . 6 0 . 6 0 . 7 0 . 8 0 . 8 0 . 8 0 . 8 0 . 7 0 . 6 0 . 6 0 . 5 0 . 5 0 . 5 0 . 6 0 . 9 1 . 3 1 . 9 2 . 7 3 . 1 2 . 7 1 . 8 1 . 2 0 . 9 0 . 7 0 . 6 0 . 9 1 . 3 2 . 1 3 . 0 3 . 4 3 . 2 2 . 6 1 . 8 1 . 2 0 . 8 0 . 7 0 . 6 0 . 6 0 . 7 0 . 7 0 . 9 0 . 9 1 . 0 1 . 0 0 . 9 0 . 9 0 . 7 0 . 7 0 . 6 0 . 5 0 . 5 0 . 6 0 . 8 1 . 1 1 . 7 2 . 4 3 . 1 3 . 3 2 . 8 1 . 9 1 . 1 0 . 6 0 . 8 1 . 3 2 . 1 2 . 9 3 . 4 3 . 2 2 . 7 2 . 0 1 . 4 0 . 9 0 . 7 0 . 6 0 . 6 0 . 6 0 . 7 0 . 9 1 . 0 1 . 1 1 . 2 1 . 2 1 . 1 1 . 0 0 . 9 0 . 7 0 . 6 0 . 5 0 . 5 0 . 5 0 . 6 0 . 9 1 . 3 1 . 9 2 . 6 3 . 1 3 . 2 2 . 6 1 . 7 0 . 9 1 . 1 1 . 7 2 . 4 2 . 9 2 . 9 2 . 5 2 . 0 1 . 4 1 . 0 0 . 7 0 . 6 0 . 6 0 . 6 0 . 7 0 . 8 1 . 0 1 . 2 1 . 4 1 . 6 1 . 6 1 . 4 1 . 2 1 . 0 0 . 8 0 . 7 0 . 6 0 . 5 0 . 5 0 . 5 0 . 7 0 . 9 1 . 3 1 . 9 2 . 4 2 . 7 2 . 5 1 . 8 1 . 1 1 . 3 1 . 8 2 . 2 2 . 4 2 . 2 1 . 8 1 . 3 1 . 0 0 . 7 0 . 6 0 . 6 0 . 6 0 . 7 0 . 8 1 . 0 1 . 2 1 . 5 1 . 8 2 . 0 2 . 1 1 . 8 1 . 5 1 . 2 1 . 0 0 . 8 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 7 0 . 9 1 . 2 1 . 6 1 . 9 1 . 8 1 . 5 1 . 1 1 . 5 1 . 9 2 . 1 2 . 0 1 . 6 1 . 3 1 . 0 0 . 7 0 . 6 0 . 5 0 . 5 0 . 6 0 . 7 0 . 9 1 . 2 1 . 4 1 . 8 2 . 3 2 . 6 2 . 6 2 . 3 1 . 8 1 . 5 1 . 2 0 . 9 0 . 7 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 7 0 . 8 1 . 0 1 . 2 1 . 3 1 . 1 0 . 9 1 . 7 2 . 3 2 . 2 1 . 9 1 . 4 1 . 0 0 . 8 0 . 6 0 . 5 0 . 5 0 . 5 0 . 7 0 . 8 1 . 1 1 . 3 1 . 7 2 . 2 2 . 7 3 . 4 3 . 4 2 . 7 2 . 2 1 . 7 1 . 3 1 . 1 0 . 8 0 . 6 0 . 5 0 . 4 0 . 4 0 . 5 0 . 5 0 . 6 0 . 7 0 . 9 0 . 9 0 . 9 0 . 8 2 . 0 2 . 8 2 . 7 2 . 1 1 . 4 0 . 9 0 . 7 0 . 5 0 . 5 0 . 5 0 . 6 0 . 7 0 . 9 1 . 1 1 . 4 1 . 8 2 . 4 3 . 3 4 . 1 4 . 1 3 . 3 2 . 5 1 . 8 1 . 4 1 . 1 0 . 9 0 . 7 0 . 5 0 . 4 0 . 4 0 . 4 0 . 5 0 . 5 0 . 6 0 . 7 0 . 8 0 . 8 0 . 7 2 . 2 3 . 2 3 . 1 2 . 2 1 . 4 0 . 9 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 7 0 . 9 1 . 2 1 . 4 1 . 8 2 . 5 3 . 3 4 . 4 4 . 4 3 . 4 2 . 5 1 . 9 1 . 4 1 . 2 0 . 9 0 . 7 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 0 . 5 0 . 6 0 . 7 0 . 8 0 . 8 0 . 7 2 . 2 3 . 3 3 . 2 2 . 4 1 . 5 0 . 9 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 7 0 . 9 1 . 1 1 . 4 1 . 7 2 . 3 3 . 1 3 . 8 3 . 8 3 . 1 2 . 4 1 . 8 1 . 4 1 . 1 0 . 9 0 . 7 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 0 . 5 0 . 7 0 . 8 0 . 9 0 . 9 0 . 8 2 . 1 3 . 3 3 . 3 2 . 4 1 . 5 0 . 9 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 6 0 . 8 1 . 0 1 . 3 1 . 6 2 . 0 2 . 5 2 . 9 2 . 9 2 . 5 2 . 0 1 . 6 1 . 3 1 . 0 0 . 8 0 . 6 0 . 5 0 . 4 0 . 4 0 . 4 0 . 5 0 . 6 0 . 8 1 . 0 1 . 2 1 . 2 0 . 9 2 . 1 3 . 2 3 . 1 2 . 2 1 . 4 0 . 9 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 6 0 . 8 0 . 9 1 . 1 1 . 4 1 . 7 2 . 1 2 . 3 2 . 3 2 . 1 1 . 7 1 . 4 1 . 1 1 . 0 0 . 8 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 7 0 . 9 1 . 3 1 . 6 1 . 6 1 . 2 2 . 0 2 . 9 2 . 7 2 . 0 1 . 3 0 . 9 0 . 7 0 . 6 0 . 6 0 . 6 0 . 6 0 . 7 0 . 8 0 . 9 1 . 0 1 . 2 1 . 4 1 . 7 1 . 9 1 . 9 1 . 7 1 . 5 1 . 3 1 . 1 0 . 9 0 . 8 0 . 7 0 . 6 0 . 6 0 . 5 0 . 5 0 . 6 0 . 8 1 . 1 1 . 7 2 . 2 2 . 3 1 . 6 1 . 8 2 . 4 2 . 1 1 . 7 1 . 2 0 . 9 0 . 8 0 . 7 0 . 7 0 . 7 0 . 8 0 . 8 0 . 8 0 . 9 1 . 0 1 . 2 1 . 3 1 . 5 1 . 5 1 . 6 1 . 5 1 . 4 1 . 3 1 . 1 1 . 1 1 . 0 0 . 9 0 . 8 0 . 7 0 . 7 0 . 7 0 . 7 0 . 9 1 . 3 2 . 1 2 . 8 2 . 9 1 . 8 1 . 8 1 . 9 1 . 7 1 . 5 1 . 2 1 . 0 1 . 0 1 . 0 1 . 1 1 . 1 1 . 1 1 . 1 1 . 1 1 . 1 1 . 1 1 . 2 1 . 3 1 . 3 1 . 4 1 . 4 1 . 4 1 . 4 1 . 4 1 . 4 1 . 4 1 . 4 1 . 3 1 . 2 1 . 1 0 . 9 0 . 9 0 . 9 1 . 0 1 . 5 2 . 3 3 . 1 3 . 1 1 . 9 1 . 4 1 . 2 1 . 2 1 . 3 1 . 5 1 . 7 1 . 8 1 . 8 1 . 7 1 . 6 1 . 4 1 . 3 1 . 2 1 . 3 1 . 3 1 . 3 1 . 4 1 . 5 1 . 6 1 . 7 1 . 9 2 . 1 2 . 1 2 . 1 1 . 9 1 . 6 1 . 3 1 . 1 1 . 0 1 . 2 1 . 6 2 . 4 3 . 2 3 . 2 2 . 0 1 . 3 1 . 3 1 . 4 1 . 7 2 . 2 2 . 5 2 . 7 2 . 7 2 . 6 2 . 3 1 . 9 1 . 5 1 . 3 1 . 3 1 . 2 1 . 3 1 . 4 1 . 5 1 . 7 2 . 1 2 . 6 2 . 9 3 . 0 2 . 9 2 . 7 2 . 3 1 . 8 1 . 4 1 . 2 1 . 2 1 . 6 2 . 4 3 . 1 3 . 2 2 . 0 1 . 2 1 . 2 1 . 5 2 . 0 2 . 7 3 . 2 3 . 4 3 . 4 3 . 2 2 . 8 2 . 2 1 . 6 1 . 3 1 . 2 1 . 2 1 . 2 1 . 3 1 . 5 1 . 8 2 . 4 3 . 0 3 . 4 3 . 5 3 . 4 3 . 2 2 . 7 2 . 0 1 . 4 1 . 2 1 . 2 1 . 5 2 . 2 2 . 8 2 . 8 1 . 8 1 . 0 1 . 1 1 . 3 1 . 8 2 . 4 2 . 7 2 . 9 2 . 9 2 . 9 2 . 5 2 . 0 1 . 5 1 . 2 1 . 1 1 . 0 1 . 1 1 . 1 1 . 2 1 . 5 2 . 0 2 . 4 2 . 7 2 . 7 2 . 6 2 . 5 2 . 2 1 . 7 1 . 2 1 . 0 1 . 1 1 . 3 1 . 7 2 . 2 2 . 2 1 . 5 0 . 7 0 . 8 0 . 9 1 . 1 1 . 3 1 . 5 1 . 5 1 . 6 1 . 5 1 . 5 1 . 3 1 . 0 0 . 9 0 . 8 0 . 8 0 . 8 0 . 8 0 . 9 1 . 0 1 . 2 1 . 3 1 . 4 1 . 4 1 . 4 1 . 3 1 . 1 1 . 0 0 . 8 0 . 7 0 . 8 1 . 0 1 . 3 1 . 5 1 . 5 1 . 1 0 . 5 0 . 5 0 . 6 0 . 7 0 . 9 1 . 0 1 . 0 0 . 8 G A T E G A T E E X I S T I N G 1 S T O R Y C B S B U I L D I N G N O T E : R E F E R T O S U R V E Y V A N A C C E S S I B L E ALTON ROAD WEST AVENUE 6TH STREET 5TH STREET MACARTHUR CAUSEWAY A L T O N R O A D 6TH STREET W E S T A V E N U E 7TH STREET B E N T L E Y B A Y T H E F L O R I D I A N M I A M I B E A C H D N UP U P ELE V . R 1 /F I R E E L E V . F I R E / S E R V . E L E V . R 3 ELEV. P2 E L E V . P 3 E L E V . P 1 E L E V . L O B B Y # 1 E L E V . L O B B Y # 3 P A C K A G E R M 1 R E N T A L E L E V A T O R L O B B Y P A C K A G E R M ELEV. LOBBY # 2 S E R V I C E / B O H FPL VAULT TRASH LIFT F C C R M 2 0 0 S F B O H 9 SPACES ON RAMPTO BASEMENTRAMP UP 5'-0"OPEN TOBELOW VALET /SERV. ELEV PROPERTY LINE17FT MIN. SETBACKFROM EDGE OFADDITIONAL TURN LANEEDGE OFADDITIONALTURN LANEPARKING LEVEL 0189 SPACES20 VALET SPACES)RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')RESI. LOADINGBAY(10' X 20')OVERHEADROLLING DOORRAMP UP6" AT 5%GATEGATE ONLYONLYRAMP DN 4'-6"ELEV . R 1 /FI R E E L E V . F I R E / S E R V . E L E V . R 3 ELEV. P2 E L E V . P 3 E L E V . P 1 E L E V . L O B B Y # 1 E L E V . L O B B Y # 3 P A C K A G E R M 1 R E N T A L E L E V A T O R L O B B Y COLD STO. P A C K A G E R M MAIL RMFPL VAULT TRASH LIFT F C C R M 2 0 0 S F B O H 9 SPACES ON RAMPTO BASEMENTRAMP UP 5'-0"RAMP UP 5'-0"OPEN TOBELOW VALET /SERV. ELEVMECH.48" X 4 8 " P L A N T E R P L A N T E R CONDOLOBBY R E N T A L L O B B Y R A M P D N 1 ' - 6 " R A M P D N 2 ' - 6 " LOADING AREA D R O P - O F F SIGNATURERESIDENTIALDROP-OFFSIGNAGE S I G N A G E R E T A I L 5 , 5 3 0 S F 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 1 - 1 4 0 G R O U N D L E V E L L I G H T I N G P L A N S C A L E : 0 2 0 ' 4 0 ' 8 0 ' 1 2 0 ' 1 " = 4 0 ' - 0 ' NOTE: REFER TO SHEET L6-100 FOR GROUND LEVEL LIGHTING SCH E D U L E N O T E : L I G H T I N G T O B E C U T - F F A B O V E 1 6 ' H E I G H T T O A V O I D L I G H T T R E S P A S S I N T O U P P E R L E V E L U N I T S . REFER TO CIVIL DRAWINGS FORTRENCH DRAIN DETAIL AND SPECIFICATIONS NOTE:PREPARED SUBGRADEAGGREGATE BASE TRENCH DRAINENCASED IN REINFORCEDCONCRETECONC. SLAB ONAGGREGATE BASEPRE-MOLDED EXPANSIONJOINTMATERIAL SOFT JOINT INFILLEDWITH CAULKING. COLOR TOMATCH ADJACENT FINISHCOLOR WALKWAY R.O.WSIDEWALKTRENCH DRAINLOAD CLASS "C"RAITING 1 2 " E X P A N S I O N J O I N T @ 2 0 ' - 0 " O . C . ( T Y P . ) S A W C U T C O N T R O L J O I N T , R E F E R T O H A R D S C A P E P L A N F O R J O I N T C O N C R E T E S I D E W A L K P L A N V I E W R E F E R T O H A R D S C A P E P L A N C A U L K S A W C U T C O N T R O L J O I N T , R E F E R T O H A R D S C A P E P L A N F O R L O C A T I O N C O N T R O L J O I N T D E T A I L E X P A N S I O N J O I N T D E T A I L N O T E S : 1 . A L L E D G E S S H A L L B E R O U N D E D W I T H 3 / 8 " R A D I U S . 2 . C O N T R O L J O I N T S T O B E S P A C E D A T 1 0 ' - 0 " O . C . 3 . C O N T R O L J O I N T S S H A L L B E 3 / 1 6 " W I D T H S A W C U T J O I N T . 4 . 1 / 2 " E X P A N S I O N J O I N T P R E - M O L D E D M A T E R I A L W H E R E S I D E W A L K S A B U T B U I L D I N G S , C U R B S , D R I V E W A Y S , E T C . 5 . E X P A N S I O N J O I N T S S H A L L B E S P A C E D @ 2 0 ' - 0 " O . C . ( T Y P . ) . A N D J O I N T F U L L Y C A U L K E D T O M A T C H S I D E W A L K C O L O R REFER TO HARDSCAPE PLAN N O T E : R E F E R T O H A R D S C A P E & G R A D I N G / D R A I N A G E P L A N S 4 " M I N . F O R P E D E S T R I A N & 6 " M I N . F O R V E H I C U L A R R A T E D T H I C K C A S T - I N - P L A C E ( C I P ) C O N C R E T E , S A W C U T J O I N T S A N D F I N I S H A S N O T E D O N T H E H A R D S C A P E D R A W I N G S 4 " M I N . F O R P E D E S T R I A N & 6 " M I N . F O R V E H I C U L A R R A T E D T H I C K C A S T - I N - P L A C E ( C I P ) C O N C R E T E , S A W C U T J O I N T S A N D F I N I S H A S N O T E D O N T H E H A R D S C A P E D R A W I N G S 6 . 6 " M I N . T H I C K C O N C R E T E S I D E W A L K S T O B E V E H I C U L A R R A T E D . 1 2 " P R E - M O L D E D E X P A N S I O N J O I N T F I L L E R M A T E R I A L @ 2 0 ' - 0 " O . C . 7 . C O N C . S I D E W A L K T O C O M P L Y W / C I T Y O F M I A M I B E A C H P U B L I C W O R K S R E Q ' S . 8 . R E F E R T O C I V I L D R A W I N G S F O R A D D I T I O N A L D E T A I L S , P A V I N G A N D G R A D I N G . 9 . R E F E R T O H A R D S C A P E P L A N F O R C O N C R E T E S I D E W A L K F I N I S H & C O L O R . R O O T Z O N E - 2 ' - 6 " C O M P A C T E D S A N D - B A S E D S T R U C T U R A L S O I L A E R A T I O N Z O N E - 6 " C R U S H E D S T O N E C O M P A C T E D S U B G R A D E 1 0 . G . C . T O P R O V I D E C O N C R E T E W A L K W A Y M O C K - U P F O R R E V I E W A N D A P P R O V A L . 1 2 " E X P A N S I O N J O I N T P E R H A R D S C A P E P L A N ( T Y P . ) S A W C U T C O N T R O L J O I N T , R E F E R T O H A R D S C A P E P L A N F O R J O I N T C O N C R E T E E D G I N G P L A N V I E W R E F E R T O H A R D S C A P E P L A N C A U L K S A W C U T C O N T R O L J O I N T , R E F E R T O H A R D S C A P E P L A N F O R L O C A T I O N C O N T R O L J O I N T D E T A I L E X P A N S I O N J O I N T D E T A I L N O T E S : 1 . A L L E D G E S S H A L L B E S Q U A R E ( 9 0 D E G R E E ) . 2 . C O N T R O L J O I N T S T O B E S P A C E D A T 1 0 ' - 0 " O . C . 3 . C O N T R O L J O I N T S S H A L L B E 3 / 1 6 " W I D T H S A W C U T J O I N T . 4 . 1 / 2 " E X P A N S I O N J O I N T P R E - M O L D E D M A T E R I A L W H E R E E D G I N G A B U T B E N C H A N D W A L K W A Y . 5 . E X P A N S I O N J O I N T S S H A L L B E S P A C E D P E R H A R D S C A P E P L A N ( T Y P . ) . A N D J O I N T F U L L Y C A U L K E D T O M A T C H S I D E W A L K C O L O R REFER TO HARDSCAPE PLAN N O T E : R E F E R T O H A R D S C A P E & G R A D I N G / D R A I N A G E P L A N S 6 " M I N . F O R P E D E S T R I A N E D G I N G C A S T - I N - P L A C E ( C I P ) C O N C R E T E , S A W C U T J O I N T S A N D F I N I S H A S N O T E D O N T H E H A R D S C A P E D R A W I N G S 6 " M I N . P E D E S T R I A N E D G I N G C A S T - I N - P L A C E ( C I P ) C O N C R E T E , S A W C U T J O I N T S A N D F I N I S H A S N O T E D O N T H E H A R D S C A P E D R A W I N G S 1 2 " P R E - M O L D E D E X P A N S I O N J O I N T F I L L E R M A T E R I A L P E R H A R D S C A P E P L A N 6 . R E F E R T O C I V I L D R A W I N G S F O R A D D I T I O N A L D E T A I L S , P A V I N G A N D G R A D I N G . 7 . R E F E R T O H A R D S C A P E P L A N F O R C O N C R E T E S I D E W A L K F I N I S H & C O L O R . 8 . G . C . T O P R O V I D E C O N C R E T E E D G I N G M O C K - U P F O R R E V I E W A N D A P P R O V A L . E D G I N G C R O S S S E C T I O N R E F E R T O H A R D S C A P E P L A N A L L E D G E S H A L L B E S Q U A R E ( 9 0 D E G R E E ) T Y P I C A L R E F E R T O H A R D S C A P E P L A N F O R F I N I S H R E F E R T O L A N D S C A P E P L A N F O R P L A N T I N G M A T E R I A L 6 " M I N . F O R P E D E S T R I A N E D G I N G C A S T - I N - P L A C E ( C I P ) C O N C R E T E , S A W C U T J O I N T S A N D F I N I S H A S N O T E D O N T H E H A R D S C A P E D R A W I N G S P R E P A R E D S U B G R A D E A G G R E G A T E B A S E P R E P A R E D S U B G R A D E A G G R E G A T E B A S E 1 2 " E X P A N S I O N J O I N T P E R H A R D S C A P E P L A N ( T Y P . ) S A W C U T C O N T R O L J O I N T , R E F E R T O H A R D S C A P E P L A N F O R J O I N T C O N C R E T E W A L K W A Y P L A N V I E W R E F E R T O H A R D S C A P E P L A N C A U L K S A W C U T C O N T R O L J O I N T , R E F E R T O H A R D S C A P E P L A N F O R L O C A T I O N C O N T R O L J O I N T D E T A I L E X P A N S I O N J O I N T D E T A I L NOT E S : 1. AL L E D G E S S H A L L B E R O U N D E D W I T H 3 / 8 " R A D I U S . 2. C O N T R O L J O I N T S T O B E S P A C E D A T 4 ' - 0 " O . C . 3. C O N T R O L J O I N T S S H A L L B E 3 / 1 6 " W I D T H S A W C U T J O I N T . 4. 1/2 " E X P A N S I O N J O I N T P R E - M O L D E D M A T E R I A L W H E R E S I D E W A L K S A B U T B U I L D I N G S , C U R B S , D R I V E W A Y S , E T C . 5. EX P A N S I O N J O I N T S S H A L L B E S P A C E D P E R H A R D S C A P E P L A N ( T Y P . ) . A N D J O I N T F U L L Y C A U L K E D T O M A T C H S I D E W A L K C O L O R REFER TO HARDSCAPE PLAN N O T E : R E F E R T O H A R D S C A P E & G R A D I N G / D R A I N A G E P L A N S 6 " M I N . F O R P E D E S T R I A N W A L K W A Y C A S T - I N - P L A C E ( C I P ) C O N C R E T E , S A W C U T J O I N T S A N D F I N I S H A S N O T E D O N T H E H A R D S C A P E D R A W I N G S 6 " M I N . P E D E S T R I A N W A L K W A Y C A S T - I N - P L A C E ( C I P ) C O N C R E T E , S A W C U T J O I N T S A N D F I N I S H A S N O T E D O N T H E H A R D S C A P E D R A W I N G S 1 2 " P R E - M O L D E D E X P A N S I O N J O I N T F I L L E R M A T E R I A L P E R H A R D S C A P E P L A N 6. RE F E R T O C I V I L D R A W I N G S F O R A D D I T I O N A L D E T A I L S , P A V I N G A N D G R A D I N G . 7. RE F E R T O H A R D S C A P E P L A N F O R C O N C R E T E W A L K W A Y F I N I S H & C O L O R . 8. G. C . T O P R O V I D E C O N C R E T E W A L K W A Y M O C K - U P F O R R E V I E W A N D A P P R O V A L . P R E P A R E D S U B G R A D E A G G R E G A T E B A S E NOTES:1. A SUITABLE STEEL, WOOD, BRICK, STON E O R A L U M I N U M E D G I N G S H O U L D B E P R O V I D E D T O E N S U R E A N E A T E D G E D E T A I L . 2. ANY ADVICE, RECOMMENDATION OR INF O R M A T I O N G I V E N B Y C H A M E L E O N W A Y S , I N C I S B A S E D O N P R A C T I C A L E X P E R I E N C E A N D I S BELIEVED TO BE ACCURATE AT THE TIM E O F P U B L I C A T I O N , N O L I A B I L I T Y O R R E S P O N S I B I L I T Y O F A N Y K I N D ( I N C L U D I N G L I A B I L I T Y F O R NEGLIGENCE) IS ACCEPTED IN THIS RES P E C T B Y T H E C O M P A N Y , I T S E M P L O Y E E S , O R A P P L I C A T O R S . 3. IT IS RECOMMENDED THAT A CERTIFIED P R O F E S S I O N A L E N G I N E E R D E S I G N A N D D E V E L O P T H E P R O P E R B A S E S T R U C T U R E REQUIREMENTS TO SUPPORT THE EXP E C T E D L O A D S A N D T A K I N G I N T O A C C O U N T T H E C L I M A T E A N D S I T E S P E C I F I C C O N D I T I O N S WHICH MAY EXIST.4. INSTALLATION TO BE COMPLETED IN AC C O R D A N C E W I T H M A N U F A C T U R E R ' S S P E C I F I C A T I O N S . 5. DO NOT SCALE DRAWING.6. THIS DRAWING IS INTENDED FOR USE B Y A R C H I T E C T S , E N G I N E E R S , C O N T R A C T O R S , C O N S U L T A N T S A N D D E S I G N P R O F E S S I O N A L S F O R P L A N N I N G P U R P O S E S O N L Y . T H I S D R A W I N G M A Y N O T B E U S E D F O R C O N S T R U C T I O N . 7. ALL INFORMATION CONTAINED HEREIN W A S C U R R E N T A T T H E T I M E O F D E V E L O P M E N T B U T M U S T B E R E V I E W E D A N D A P P R O V E D B Y T H E P R O D U C T M A N U F A C T U R E R T O B E C O N S I D E R E D A C C U R A T E . 8. CONTRACTOR'S NOTE: FOR PRODUCT A N D C O M P A N Y I N F O R M A T I O N V I S I T w w w . C A D d e t a i l s . c o m / i n f o A N D E N T E R REFERENCE NUMBER 1137-009.9. GC TO PROVIDE AADAPAVE SUBMITTAL CHAMELEO N W A Y S A D D A P A V E T R E E P I T 2 " - 3 " D E P T H # 5 7 S T O N E 2 " - 3 " D E P T H G E O - T E X T I L E F A B R I C C O M P A C T E D S U B G R A D E " L O O S E " D E C O R A T I V E A G G R E G A T E W E D G E C O N T I N U O U S C U R B V E H I C U L A R R A T E D C O N C R E T E S L A B S U B B A S E . R E F E R T O C I V I L F O R R E I N F O R C E M E N T P R E P A R E D S U B G R A D E A S P H A L T L A Y E R T R E E R O O T B A L L LANDSCAPE AREACONCRETE SI D E W A L K A D D A P A V E F I N I S H 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 5 - 1 1 0 A H A R D S C A P E D E T A I L S SCALE: 3" = 1'-0"TRENCH DRAIN DETAIL5 S C A L E : 1 " = 1 ' - 0 " C O N C R E T E S I D E W A L K O N S T R U C T U R A L S O I L E D G I N G 1 S C A L E : 1 " = 1 ' - 0 " C O N C R E T E E D G I N G D E T A I L 2 S C A L E : 1 " = 1 ' - 0 " W A L K W A Y D E T A I L 3SCALE: 3/4" = 1'-0"ADDAPAVE DET A I L 4 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 5 - 1 1 1 H A R D S C A P E D E T A I L S NOTE: FOR ILLUSTRATIVE PURPOSES ONLY S C A L E : N . T . S . L I N E F E N C E F O R P A R K ( 4 ' H I G H ) E X A M P L E 1 S C A L E : N . T . S . L I N E G A T E E X A M P L E 2 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 5 - 1 1 2 F I T N E S S E Q U I P M E N T S C A L E : N . T . S . F I T N E S S E Q U I P M E N T C O N C E P T 1 NOTE: FOR ILLUSTRATIVE PURPOSES ONLY 2900 Oak Avenue, Miami, FL 33133T 305.372.1812 F 305.372.1175No copies, transmission, reproductions or electronic manipulation of any portion of these drawings in whole or in part are to be made without th e e x p r e s s w r i t t e n p e r m i s s i o n o f Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be m o d i f i e d t h r o u g h o u t t h e c o u r s e o f t h e projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be a d j u s t e d a c c o r d i n g l y . P R O P O S E D R E V I S I O N T O A P P R O V E D D E S I G N R E V I E W S E T M I A M I B E A C H , F L 3 3 1 3 9 D A T E : 0 1 / 1 3 / 2 0 2 0 TCH 500 A L T O N , L L C 5 0 0 - 6 0 0 - 7 0 0 A L T O N R O A D ARQUITECTONICA L 5 - 1 1 4 P L A Y G R O U N D I M A G E S ( M A I N C H O I C E ) NOTE: FOR ILLUSTRATIVE PURPOSES ONLY S C A L E : N . T . S . M O N S T R U M P L A Y G R O U N D E Q U I P M E N T C O N C E P T 2 S C A L E : N . T . S . M O N S T R U M P L A Y G R O U N D E Q U I P M E N T C O N C E P T P L A N 1 SCALE: N.T.S.MONSTRUM PLAYGROUND EQUIPMENT CONCEPT3 DN 1 2 5 '-0 " EXITING MOTORCYCLE PARKINGEXISTING STREET PARKING 3 SPACES 2 SPACES EXISTING STREET PARKING 3 SPACES 16'-0" 34 +8'-0" NGVD +4'-0" NGVD CL CL CL CL C L C L C L CL CL ICON SOUTH BEACH BENTLEY BAY THE FLORIDIAN MIAMI BEACH (E) BUILDING B I S C A Y N E B A Y B I S C A Y N E B A Y 5 T H S T R E E T M A C A R T H U R C A U S E W A Y E A S T B O U N D F L Y O V E R R A M P ALTON ROAD W E S T A V E N U E W 6 T H S T R E E T BENTLEY BAY (E) BUILDINGS 500 ALTON ROAD 600-700 ALTON ROAD PEDESTRIAN BRIDGE S.O.W N No copies, transmissions, reproductions, or electronic manipulation of any portion of these drawings in whole or in part are to be made without the express written permission of Arquitectonica International. All designs indicated in these drawings are property of Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be modified throughout the course of the projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be adjusted accordingly. 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 BAYWALK PEDESTRIAN CONNECTOR BRIDGE MIAMI BEACH, FL 33139 SITE PLAN A5-03 APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED APPROVED PROPOSED See disclaimers page. Introduction 4 Final Park Design 50 Park Resiliency and Sustainability Elements 58 Accelerated Park Schedule 66 Final Bridge Plan 68 Table of Contents See disclaimers page. See disclaimers page. GROVE GARDEN Outdoor Living Rooms →Improvement and Dedication of 3 Acre “World Class” City Park →571,000 sq. ft. of Development →Signature Tower – Located in Northeast Corner of 500 Block →17,500 sq. ft. Tower Footprint →15,000 sq. ft. Cap on Commercial Development Agreement Artist’s conceptual rendering. See disclaimers page. See disclaimers page. Introduction →Refinements from the original concept plan →Sustainability and resiliency goals of new park design →Final design of “world-class” park →Accelerated park schedule →Refinements to Baywalk Connector Bridge Artist’s conceptual rendering. Summary of Proposed Second Amendment See disclaimers page. →Approval of Final Park Design →Acceleration of Park Improvements →Approval of Final Baywalk Connector Bridge Design →Density Reduction from 410 units to 330 units →Settlement of Pending Appeals Major Elements of Second Amendment to Development Agreement See disclaimers page.See disclaimers page. →A new green gateway for the City of Miami Beach →Connectivity and Enhanced Access for Pedestrians →Green Enclosure for Intimacy and Human Comfort →Transforming Topography for Stormwater Management →A Series of Outdoor Living Rooms for Programming Experiences Design Goals for the Park See disclaimers page. Expanding Park Network See disclaimers page. A Green Arrival Experience See disclaimers page. Introducing a New Park See disclaimers page.Artist’s conceptual rendering. See disclaimers page. See disclaimers page. Contributing to the Collection of Parks See disclaimers page. Scale Comparison See disclaimers page. Site Plan See disclaimers page. ENCLOSURE GREEN Introducing Enclosure A Park Green Edge for a Better Microclimate and Buffer from the Road See disclaimers page. Park Contours Protecting against Sea Level Rise ƅ ƅ ƅ ƅ ƅ ƅ ƅ ƅ ƅ ƅ ƅ ƅ ƅ ƅ ƅ ƅ ƅ ƅ 4AR/ 'ON8O9R7 4rotIGting EgEinst 7IE LIvIP RisI Immersive Topography - See disclaimers page. 4AR/ 'O14O7-8-ON -ntroduGing tLI 'onGITt (Isign Jor tLI &EsI LE]out oJ tLI 4ErO 8,E 4AR/ % +6))2 (3361%T 8,E 4AR/ 4AV-00-ON %1)2IT= &0(+ 8,E 0AND1AR/ 8O;ER I'32I' %6',IT)'T96) Park Composition Base Layout for the Park West Ave. Access Pedestrian BridgeAccess Biscayne Baywalk Access See disclaimers page. Enhanced Access Points Connectivity & Visual Corridors See disclaimers page. Circulation Path Structure 8,E .O9RNE= ;%T)6 4)6I4,)6= 78OR1;A8ER 1ANAGE1EN8 (r] RivIr Es En )\TIriInGI The Dray River for Stormwater Collection See disclaimers page. Stormwater Management Dry River as an Experience See disclaimers page. Stormwater Management78OR1;A8ER 1ANAGE1EN8 ;EtIr (ItIntion on 7itI 4EVO 4EZMPPMSR Water Detention on Site See disclaimers page. Perimeter Water Collection Optimizing Topography See disclaimers page.Artist’s conceptual rendering. See disclaimers page. Stormwater Collection & Conveyance See disclaimers page. Park Layers Key Elements See disclaimers page. Outdoor Living Room Delivering a Lush Experience See disclaimers page. Miami Origins Sinice 1900 The Legacy of Celebrating Lush Tropical Gardens See disclaimers page. Outdoor Living Rooms Inspiration Lush Lounge Botanic Grove Contemplate Healing See disclaimers page. Programming Experiences See disclaimers page. Programming Experiences Play Pop-Up Dry River Botanic Grove Lawn Dog Run Fitness See disclaimers page. Planting Approach Defining Identity Zones with Planting Characters for Each Room See disclaimers page. Tree Species A Family of Form and Atmosphere 8REE 74E'-E7 % JEmiP] oJ Jorm End EtmosTLIrI &AN=AN *-'97;-0D 8A1AR-ND 0-VE OA/7-0VER &O88O1;OOD 4A01 GROVE Arching branches Umbrella-like silhouette Large shade canopy Large Aerial Roots Spanish moss accentuates a large shade canopy Velvet soft leaves with limber trunks Filtered light and airy understory 0A;N DOG R9N 40A=&O8AN-' GROVE 4AR/ 4AV-00-ON 4O4 94 *-8NE77 See disclaimers page. See disclaimers page.Artist’s conceptual rendering. See disclaimers page. Open Lawn See disclaimers page. )vInt 8Ints *PI\iFPI 7IEting Outdoor 'inImE *risFII in tLI 4ErO =ogE in tLI 4ErO (og ;EPO 5uiIt 8imI 0A;N *PI\iFPI usIs Lawn Flexible Uses See disclaimers page.Artist’s conceptual rendering. See disclaimers page. Botanic Grove See disclaimers page. GROVE GARDEN Outdoor Living Rooms Artist’s conceptual rendering. See disclaimers page. Sculptural Seating Art in the Garden Interactive Displays Abundant ground cover See disclaimers page. Grove Garden Tropical Lush Rooms: Contemplation See disclaimers page.Artist’s conceptual rendering. See disclaimers page. Tree of Life See disclaimers page. Tree Procurement Specimen Tree See disclaimers page.Artist’s conceptual rendering. See disclaimers page. Dry River See disclaimers page. 1EANDER G988ER 7torm[EtIr 1EnEgImInt Es E JIEturI Artist’s conceptual rendering. See disclaimers page. See disclaimers page. 7Xorm[aXer (eXeRXioR (ry 6iver - +YXXer DR= R-VER 7torm[EtIr mEnEgImInt Dry River Stormwater Management See disclaimers page. Natural Play Climb inside the elephantLift your gaze and study the butterflies that sit on top of Rosie! Slide down the tube slide Jump from leaf to leaf Climb the branches and roots of the mangrove forest Test your balance skills! Imagine flying away on top of the giant butterfly! Try the accessible caterpillar slide Experience the transformation from caterpillar to butterfly as you make your way around the playground Climb the cargo net to get inside the chrysalis Slide down the fireman poles Balance and climb through the mangrove forest See disclaimers page.Artist’s conceptual rendering. See disclaimers page. Dog Run See disclaimers page. 'oPorJuP 1EtIriEP -ntIrEGtivI (isTPE]s -ntIrEGtivI 8oTogrETL] DOG R9N 7GuPTturEP *IEturIs Dog Run Sculptural Features See disclaimers page.Artist’s conceptual rendering. See disclaimers page. Fitness See disclaimers page. *-8NE77Outdoor +]m Artist’s conceptual rendering. See disclaimers page. See disclaimers page. *-8NE77 Outdoor +]m Fitness Outdoor Gym See disclaimers page. Furnishing & Lighting Selections 4RE0-1-NAR= 'ON'E48 DE7-GN 4PEn LE]out 4AR/ 4AR/ 4AV-00-ON 8O;ER %Pton Rd ;Ist %vI %% See disclaimers page. Plan Layout See disclaimers page. Final Park Design See disclaimers page. Refinement of Concept Plan Approved Park Plan Proposed Park Plan See disclaimers page. Ground Level See disclaimers page. Roof See disclaimers page. Overall Site Plan See disclaimers page.Artist’s conceptual rendering. See disclaimers page. Park Aerial Artist’s conceptual rendering. See disclaimers page. Park Looking South See disclaimers page.Artist’s conceptual rendering. See disclaimers page. Park Pavilion See disclaimers page. Park Resiliency and Sustainability Elements See disclaimers page. Park Resiliency and Sustainability K:\035442\500‐600‐700 Alton Road\DOCUMENTS\OUTGOING_CORRESPONDENCE\Park Stormwater Memo to Roy Coley.docx  January 7, 2020 Mr. Roy Coley, MBA Director of Public Works City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 (305) 673-7080 Tel. RoyColey@miamibeachfl.gov Re: Alton Park Dear Mr. Coley: As requested during our meeting on January 2, 2020, this is to outline the capacity of the proposed stormwater management system for the above reference park project. 1. The park’s stormwater management system will be composed of a series of perimeter swales as well as a backbone bio-swale located within the park where stormwater will be received after it sheet flows over the various green areas. This system will be aided by piped interconnected inlets which will discharge into the bio-swale. 2. The drainage disposal system which connects to the perimeter swales and backbone bio- swale will be composed of interconnected gravity drainage wells. 3. The proposed stormwater management system is capable of retaining and disposing the design storms from: a. Miami-Dade County RER (DERM) 5-Year, 1-Hour 3.2” rainfall storm b. Miami-Dade County RER (DERM) 5-Year, 24-Hour, 6” rainfall storm c. City of Miami Beach 10-Year, 24-Hour, 8.75” rainfall storm (which includes a 1.25 factor of safety) d. F-DOT 100-Year, 24-Hour, 13” rainfall storm Re: Alton Park Resiliency January 6, 2020 RE: Sustainability / Resiliency Best Practices -- Alton Road Park, Miami Beach, Florida To Whom It May Concern, The project team has compiled a list of best practices being implemented in the current design for Phases 01 & 02 of the proposed park at 500-700 Alton Road. These efforts are intended to assist the City of Miami Beach in the pursuit of a highly resilient, accessible, sustainable and healthy public park for its residents and visitors for generations to come. We have surveyed some of the best practices across South Florida and worldwide to help refine strategies that will allow this park to become a beacon of sustainability through its restored soil health, native plant communities, green infrastructure techniques, and low impact development solutions. We understand the increasing risks of extreme weather events and rising seas, and we’re introducing strategies to protect the grey infrastructure in place while proposing innovative strategies such as bioswales and rain gardens. We recognize the value of shade canopy and highly reflective surfaces to reduce heat island effect, and the value of native and adaptive planting to attract pollinators. These are just some of the examples the project team is considering for this park. We encourage you to review the full list of options attached here (Appendix A) for consideration and discussion. Respectfully submitted, Jonathan Burgess, LEED Fellow, SITES + WELL AP President, Spinnaker Group See disclaimers page. →First Use of Major Green Infrastructure in City →Bioswales Rainwater Management / Filtration Major Resiliency & Sustainability Components: See disclaimers page. →Miami-Dade County 5-Year, 24-Hour 6” Rainfall →City of Miami Beach 10-Year, 24-Hour 8.75” Rainfall →FDOT 100-Year, 24-Hour 13” Rainfall →Rainfall Disposal Capacity is 4.57” Per Hour →Equivalent to 48,108 Gallons Per Hour Rainwater Management / Filtration Major Resiliency & Sustainability Components: See disclaimers page. →Undeveloped Site Rainfall Storage: 27,370 Gallons Per Day →Park Rainfall Storage: 517,928 Gallons Per Day →Increase of 18.9 Times in Capacity Significant Improvement in Rainfall Storage Park 517,928 27,370 Undeveloped Site Gallons Stored per Day 600,000 500,000 400,000 300,000 200,000 100,000 0 18.9 × Major Resiliency & Sustainability Components: See disclaimers page. →25,000 Gallon Cistern for Irrigation →Capacity to Serve Entire Site for 1 Week Cistern Major Resiliency & Sustainability Components: See disclaimers page. →Encourages Habitat Areas →221 Trees / 121 Palms / 2,500 Shrubs →70% Native / 100% Low Maintenance →2,500 Shrubs ( Nearly 26 times the required shrubs per code) Planting Major Resiliency & Sustainability Components: See disclaimers page. →Meets both Criminal Prevention Through Environmental Design (CPTED) and Dark Sky Criteria →Limits Backlight, Uplight and Glare (BUG) Lighting Major Resiliency & Sustainability Components: See disclaimers page. Accelerated Park Schedule See disclaimers page. Schedule per Development Agreement Developer’s Accelerated Schedule Phase I & Closing on Park: December 18, 2020 Phase II: December 18, 2024 Phase III: February 12, 2027 Closing on Park: June 1, 2020 Full Park Plans for All Phases Submitted: 90 Days Following Amendment Approval Work Commencement: Within 30 Days of Permit Issuance Work Completion: Earlier of 36 Months from Permit Issuance or 48 Months from Amendment Approval See disclaimers page. Accelerated Park Schedule See disclaimers page. Final Baywalk Connector Bridge Plan See disclaimers page. 2 The City of Miami Beach has long envisioned a continuous pedestrian connectivity around the entire island. With the nearing completion of the Beachwalk on the East side, the Baywalk becomes even more important. Gateway to Miami Beach HISTORY Ocean BoardwalkBay Walk Lincoln Road South Point Park -14ROV-NG 'ONNE'8-V-8= 8o tLI 2IigLForLood :iGinit] ` &isGE]nI &E] ;EPO See disclaimers page. Connecting Biscayne Baywalk See disclaimers page. 3 The pedestrian bridge will finally create a physical unobstructed connection between the North and South sides of 5th Street and be a major milestone in linking the Baywalk at this junction. For Miami Beach in its entirety, this will connect the Beachwalk to the Baywalk and public parks in-between. Gateway to Miami Beach Current conditions See disclaimers page. 4Gateway to Miami Beach Current conditions SAFETY •The current condition is dangerous and unwelcoming. It’s not the VIP experience Miami Beach residents deserve. •Pedestrians and cyclists attempting to continue along the Baywalk are met with no wayfinding or crosswalk to safely cross 5th Street, unprotected sidewalks from the elements and exposed to loud, fast traffic entering and exiting the beach. See disclaimers page. 5Gateway to Miami Beach •The Miami Beach Signature Bridge will provide a safe and high quality pedestrian connection to the missing link of the Miami Beach Baywalk. Pedestrians will be able to safely cross the MacArthur Causeway/5th Street and never worry about the busy traffic conditions below. SAFETY See disclaimers page. 6Gateway to Miami Beach •The Miami Beach Signature Bridge will prioritize a connected, people-first network, and complete the recreational Baywalk loop for residents and visitors to enjoy. •It’s more than just a bridge. It connects the neighborhoods, and it connects Miami Beach. CONNECTIVITY Miami Beach Signature Bridge Daniel Buren 8 MIAMI BEACH CANOPY Walking Under, Along, and On the Colors - work in-situ by Daniel Buren Introducing See disclaimers page. See disclaimers page. 9Miami Beach Canopy The pedestrian bridge will finally create a physical unobstructed connection between the North and South sides of 5th Street and be a major milestone in linking the Baywalk at this junction. For Mia mi Beach in its entirety, this will connect the Beachwalk to the Baywalk and public parks in-between. See disclaimers page.Artist’s conceptual rendering. See disclaimers page. Miami Beach Canopy: Walking Under, Along, and On the Colors - work in-situ by Daniel Buren See disclaimers page. 11 The canopy of colorful glass panels spanning the Alton Road bridge is meant to evoke a space that is literally painted with light. Buren’s interest is in using South Florida’s most abundant natural resource—the bright sunlight—to illuminate a transparent cylinder that will take pedestrians across a rainbow of colorful shadows. 3 D V I E W S Daniel B u r e n p r o j e c t f o r M i a m i B e a c h B r i d g e - M a y 2 7 , 2 0 1 9 1 2 Miami Beach Canopy See disclaimers page.12 The spiral patterning of the glass tiles creates a perfect circle around the cylinder, stopping at the floor in reality, but appearing to continue as it winds around the space. And in true Buren form, there are scattered sections where his typical stripes are projected, a link that unites his classic work with his most recent concepts. Miami Beach Canopy See disclaimers page. 13 •Daniel Buren’s bridge design celebrates the entrance to Miami Beach and highlights the Baywalk as a public space. •The Canopy Bridge connects Miami Beach neighborhoods, local businesses and residences the Baywalk. •The Bridge will provide a moment of comfort and delight, and an exciting way to connect the missing link to the broader Baywalk network. PUBLIC BENEFITS Miami Beach Canopy See disclaimers page.15 •There are multiple anchors of Miami Beach- South of 5th Neighborhood, Lincoln Road, the Beach, Ocean Drive, and completing the link to the Baywalk will increase the value of pedestrian space. PUBLIC BENEFITS Miami Beach Canopy See disclaimers page.16 •Views to the Waterfront are an untapped asset for pedestrians. The Canopy Bridge provides glimpses of the water through the open panels throughout the tunnel. PUBLIC BENEFITS Miami Beach Canopy See disclaimers page.Daniel Buren 42 “The internationally known Buren has created a proposal that includes the best elements of his work. It is all about light and color and transparency via natures ever-changing palette. It is a perfect fit for Miami. When the sun filters through those deep colors, the shadows it creates are like paintings that envelop you.” —Franklin SirmansDirector, Pérez Art Museum Miami See disclaimers page.Daniel Buren 43 “The selection of Buren is inspired and will result in this project being a beautiful and intelligent destination in Miami. I’m excited to see it built.” —Alex GartenfeldArtistic Director, ICA Miami See disclaimers page.Daniel Buren 44 “The Baywalk Connector Bridge is a wonderful architectural feature linking Miami Beach’s walking and biking paths while featuring an artist of the global stature of Daniel Buren. Miami Beach’s support of the arts has become vital to its unique identity and vibrancy- its public art program and arts institutions have established Miami Beach as a world-class art city and as such, the Baywalk Connector Bridge will become a destination.” —Silvia Karman CubiñáExecutive Director/Chief CuratorThe Bass Miami Beach See disclaimers page.Daniel Buren 45 “What better way to welcome everyone to Miami Beach than with such a vibrant piece of public art? Both sculptural and functional, the bridge will seamlessly connect the Baywalk and provide a much-needed pedestrian crosswalk over the MacArthur Causeway.” —Tim RodgersDirector, The Wolfsonian–FIU See disclaimers page. Miami Beach Canopy See disclaimers page.Artist’s conceptual rendering. See disclaimers page. The pedestrian bridge is an artwork and gateway that welcomes residents and visitors to the City of Miami Beach. See disclaimers page.Artist’s conceptual rendering. See disclaimers page. The Canopy Bridge sits at the gateway to Miami Beach. Daniel Buren’s fascinating art installation, combined with bold typography of Miami Beach, creates a memorable entrance experience and makes a bold statement of who Miami Beach has been evolving to become. See disclaimers page.Artist’s conceptual rendering. See disclaimers page. The artwork will be experienced by all, whether on foot or in transit. See disclaimers page.Artist’s conceptual rendering. See disclaimers page. The bridge will be connected to new and existing pedestrian infrastructure. See disclaimers page.51 SITE PLAN Miami Beach Canopy Bridge will be perpendicular with causeway and also aligned with coastline. 9Miami Beach Canopy The pedestrian bridge will finally create a physical unobstructed connection between the North and South sides of 5th Street and be a major milestone in linking the Baywalk at this junction. For Mia mi Beach in its entirety, this will connect the Beachwalk to the Baywalk and public parks in-between. See disclaimers page. Utility Conflicts DN 10'-0" G A T E E L E V . W A L K W A Y A B O V E A5.021 A5.01 1 WHITE BROOM FINISH CONCRETE WALKWAYS AT RAMP, TYP. (E) BUILDING STEEL EXTRUSIONS WITH POWDER COATED MARINE GRADE PAINT SYSTEM, MEET AMA 2605 STANDARD, TYP. 14"x8", SPACED AT 18" O.C. COLUMN AND PIER BEAM BELOW W E S T A V E N U E B E L O W 5 T H S T R E E T ( M A C A R T H U R C A U S E W A Y ) B E L O W E A S T B O U N D F L Y O V E R R A M P W E S T B O U N D B E L O W E A S T B O U N D B E L O W COLUMNS BELOW, TYP. FDOT R.O.W. LINE GLASS RAILING 48" AFF AT BRIDGE ONLY LINE OF SEAWALL BELOW STAIR #2 OPEN TO SKY BICYCLE RAIL AT ONE SIDE OF EACH STAIR CONCRETE GUARD AT STAIR STAIR #1 CONCRETE WALL TO SIDES, OPEN TO SKY ABOVE EXPANSION JOINTS, LIMIT OF BRIDGE SCOPE OF WORK COLUMN AND PIER CAP BEAM BELOW, TYP. STAIR INTERM. LANDING STAIR INTERM. LANDING FDOT R.O.W. LINE LEVEL 2 BRIDGE AREA: 7,295 SF 1 3 5 ' - 2 " BISCAYNE BAY BISCAYNE BAY CONCRETE RAILING 48" AFF GLASS PANELS ATTACHED TO STRUCTURE E L E V . 16'-0" WIDE FIRE TRUCK ACCESS LANE A5-22 1 A5-22 2 A8.021 A5-241 A5-24 2 1 GLASS GUARD 25' - 1" STAIR INTERM. LANDING 16' - 6" STAIR INTERM. LANDING BICYCLE RAIL AT ONE SIDE OF EACH STAIR A5-23 1 1 7'-10" 1 2 '-1 1 " 5 '-1 0 " TRENCH DRAIN FULL HEIGHT GLAZING 3 1 P A N E L S 1 4 0 '-3 "6 '-3 " 6 '-3 " 1 5 '-8 " 8 % 8 % 31' - 5" 28' - 7 1/2" 30' - 11" 26' - 6" 3 5 P A N E L S158' - 0 " APPROVED LOCATION PROPOSED LOCATION LEGEND UTILITIES N No copies, transmissions, reproductions, or electronic manipulation of any portion of these drawings in whole or in part are to be made without the express written permission of Arquitectonica International. All designs indicated in these drawings are property of Arquitectonica International. All copyrights reserved (c) 2019. The data included in this study is conceptual in nature and will continue to be modified throughout the course of the projects development with the eventual integration of structural, MEP and life safety systems. As these are further refined, the numbers will be adjusted accordingly. 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 BAYWALK PEDESTRIAN CONNECTOR BRIDGE MIAMI BEACH, FL 33139 Scale: 3/32" = 1'-0" BRIDGE - LEVEL 2 PLAN WITH UTILITIES A5-17 GENERAL NOTE: ALL CONCRETE COLUMNS AND OTHER SURFACES 10' AND BELOW WILL RECEIVE GRAFFITI GUARD PAINT FINISH Baywalk Connector Bridge Refinement Ground Level See disclaimers page. See disclaimers page. Baywalk Connector Bridge Refinement Second Level See disclaimers page.Artist’s conceptual rendering. See disclaimers page. Miami Beach Canopy: Walking Under, Along, and On the Colors - work in-situ by Daniel Buren See disclaimers page. Thank you! Artist’s conceptual rendering This project is being developed by TCH 500 Alton, LLC, a Florida limited liability company (“Developer”), which has a limited right to use the trademarked names and logos of Terra and Crescent Heights. Any and all statements, disclosures and/or representations shall be deemed made by Developer and not by Terra and/or Crescent Heights, and you agree to look solely to Developer (and not to Terra and/or Crescent Heights and/or any of either of their affiliates) with respect to any and all matters relating to the sales and marketing and/or development of the Project. These materials are not intended to be an offer to sell, or solicitation to buy a unit in the condominium. Such an offering shall only be made pursuant to the prospectus (offering circular) for the condominium and no statements should be relied upon unless made in the prospectus or in the applicable purchase agreement. In no event shall any solicitation, offer or sale of a unit in the condominium be made in, or to residents of, any state or country in which such activity would be unlawful. Stated square footages and dimensions are measured to the exterior boundaries of the exterior walls and the centerline of interior demising walls and in fact vary from the square footage and dimensions that would be determined by using the description and definition of the “Unit” set forth in the Declaration (which generally only includes the interior airspace between the perimeter walls and excludes all interior structural components and other common elements). This method is generally used in sales materials and is provided to allow a prospective buyer to compare the Units with units in other condominium projects that utilize the same method. Measurements of rooms set forth on this floor plan are generally taken at the farthest points of each given room (as if the room were a perfect rectangle), without regard for any cutouts or variations. Accordingly, the area of the actual room will typically be smaller than the product obtained by multiplying the stated length and width. All dimensions are estimates which will vary with actual construction, and all floor plans, specifications and other development plans are subject to change and will not necessarily accurately reflect the final plans and specifications for the development. All images and designs depicted herein are artist’s conceptual renderings, which are based upon preliminary development plans, and are subject to change without notice in the manner provided in the offering documents. All such materials are not to scale and are shown solely for illustrative purposes. All plans, features and amenities depicted herein are based upon preliminary development plans, and are subject to change without notice in the manner provided in the offering documents. No guarantees or representations whatsoever are made that existing or future views of the project and surrounding areas depicted by artist’s conceptual renderings or otherwise described herein, will be provided or, if provided, will be as depicted or described herein. The sketches, renderings, graphics materials, plans, specifications, terms, conditions and statements contained in this brochure are proposed only, and the Developer reserves the right to modify, revise or withdraw any or all of the same in its sole discretion and without prior notice. All improvements, designs and construction are subject to first obtaining the appropriate federal, state and local permits and approvals for same. Developer expressly reserved the right to make modifications, revisions and changes it deeded desirable in its sole and absolute discretion. The information provided herein regarding the City of Miami Beach and its surrounding areas and/or other proposed nearby projects or facilities was obtained from newspaper articles and other publicly available information and Developer makes no representations as to same. Certain information set forth herein includes forecasts, budgets, projections, timelines, schedules and other predictive and forward-looking statements (collectively, the “Projections”) that represent assumptions and expectations of the Developer in light of currently available information. No representation or warranty, express or implied, is provided in relation to the fairness, accuracy, correctness, completeness or reliability of the Projections. Neither this brochure nor any of the Projections shall form the basis of any contract or commitment with the Developer. Although Projections contained in this brochure are based upon what management of the Developer believes are reasonable assumptions, there can be no assurance that the Projections will prove to be accurate, as actual results and future events could differ materially from those anticipated. The Projections are preliminary and subject to change; the Developer undertakes no obligation to update the Projections if circumstances or management’s estimates or opinions should change except as required by applicable laws. Actual performance and results may differ from those projected in the Projections and no guarantee is presented or implied as to the accuracy of the Projections contained herein. The project graphics, renderings and text provided herein are copyrighted works owned by the Developer. All rights reserved. Unauthorized reproduction, display or other dissemination of such materials is strictly prohibited and constitutes copyright infringement. No real estate broker is authorized to make any representations or other statements regarding the projects, and no agreements with, deposits paid to or other arrangements made with any real estate broker are or shall be binding on the Developer.