R7L Baywalk ConnectorPedestrian
Baywalk
Connector
Bridge
5th Street Pedestrian Bridge
Baywalk Status
•Completed: 61%
•Design/Permitting or
Under Construction: 24%
•GO Bond Funded: 15%
Pending Sections
•GO Bond Tranche 1: 4%
5th Street Pedestrian Bridge
•GO Bond Tranche 3: 11%
South Bay Club, 800 West Ave
Bayview Terrace, 1228 West Ave
Bay Garden Manor, 1250 West Ave
5th Street
Bridge
Tranche 1
GO Bond Tranche 3
Baywalk Status
→Completed: 61%
→Design/Permitting or Under Construction: 24%
→GO Bond Funded: 15%
Pending Sections
→GO Bond Tranche 1: 4%
Pedestrian Baywalk Connector Bridge
→GO Bond Tranche 3: 11%
South Bay Club, 800 West Ave
Bayview Terrace, 1228 West Ave
Bay Garden Manor, 1250 West Ave
Pedestrian Baywalk Connector Bridge
General Obligation Bond
April, 2018
→G.O. Bond workshop where the list of projects were reviewed and prioritized
May, 2018
→Mayor Dan Gelber enacted a Mayor’s G.O. Bond Advisory Panel
July, 2018
→The Mayor’s G.O. Bond Advisory Panel shared its recommendations to the City Commission
→Final project list and costs approved by the Mayor and City Commission
November, 2018
→Residents voted to pass all 3 referendum ballot items related to the G.O. Bond Program (69% Approval)
May, 2019
→Mayor and City Commission authorized the issuance of the first tranche of G.O. Bonds, including the Bridge Project
Pedestrian Baywalk Connector Bridge
Development Agreement
December, 2018
→City Commission approved, subsequent to second reading/public hearing, the
Development Agreement
January, 2019
→Development Agreement was executed, and provided that the City and the Developer
exercise diligent, good-faith efforts to negotiate and draft terms for the development,
design and or construction of the pedestrian bridge
May, 2019
→Design concept presented to City Commission for endorsement and submittal to
Design Review Board
Development Agreement
April, 2018
→G.O. Bond workshop where the list of projects were reviewed and prioritized
May, 2018
→Mayor Dan Gelber enacted a Mayor’s G.O. Bond Advisory Panel
July, 2018
→The Mayor’s G.O. Bond Advisory Panel shared its recommendations to the City Commission
→Final project list and costs approved by the Mayor and City Commission
November, 2018
→Residents voted to pass all 3 referendum ballot items related to the G.O. Bond Program (69% Approval)
May, 2019
→Mayor and City Commission authorized the issuance of the first tranche of G.O. Bonds, including the
Bridge Project
Pedestrian Baywalk Connector Bridge
Artist’s conceptual rendering. See disclaimers page.
Pedestrian
Baywalk
Connector
Bridge
Pedestrian Baywalk Connector Bridge 3
Master Site Plan 4
Baywalk Pedestrian Access Plans 5
Prior Design Concepts 6
Design Considerations 12
Construction Sequencing 19
Table of Contents
See disclaimers page.
Pedestrian
Baywalk
Connector
Bridge
Creating a Gateway to Miami Beach
→A pedestrian bridge will connect the South of Fifth
and West Avenue neighborhoods and provide
pedestrian waterfront access for residents of
Miami Beach.
→Planning to build by December 2019 in time for
Art Basel.
Pedestrian Baywalk
Connector Bridge
Artist’s conceptual rendering. See disclaimers page.
Master Site Plan
See disclaimers page.
PEDESTRIAN BAYWALKCONNECTOR BRIDGESCOPE OF WORK
Baywalk Pedestrian Access Plans
See disclaimers page.
10 FT MIN. SETBACKFROM PROPOSEDELEVATED WALKWAY
10 FT MIN. SETBACKFROM PROPOSEDELEVATED WALKWAY
CL CL CL CL
C L
C L
CL
C L
C L
CL
CL
R E S I . /
F I R E
E L E V .
R E S I .
E L E V .
R E S I .
E L E V .
P R I V A T E
E L E V .
P R I V A T E
E L E V .
P R I V A T E
E L E V .
S E R V ./
F I R E
E L E V .S E R V ./
F I R E
E L E V .
GA
T
E
GA
T
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3 3
3 7
2 9
4 8
4 6
4 2
4 1
1 0
2 8
2 5
2 6
2 7
2 4
2 2
2 3
2 1
1 8
1 9
2 0
3 9
4 0
1 7
3 8
3 2
3 6
3 5
3 4
3 0
4 9
3 1
5 0
4 5
4 3
4 7
1 6
4 4
1 5
1 3
1 4
1 2
0 1
1 1
0 3
0 4
0 2
0 6
0 7
0 5
6
4
5
8
5
7
5
6
5
5
5
4
5
3
5
2
5
1
6
3
6
2
6
1
6
0
5
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0 8
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2 0
2 2
2 3
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04 03050607 02 01
1 5
1 6
1 7
1 8
1 9
2 1
31 353433323026 362725 38
716970 7268656766 73 74 75 76
58 57596061626364 56 55 54 53
09111410 081312
VANACCESSIBLE
2'-0" T
Y
P.
muscle2
V A L E T
E L E V .
E L E C . V E H I C L E S
V A L E T P A R K I N G
2
2
'
-
6
"
1
8
'
-
0
"
2
2
'
-
6
"
23'-0"
8'-6"
19'-0"
2 '-0 "
1
1'-0"
2
2'-0"
2 2 '-0 "
5 '-0 "
1 2 5 '-0 "
2
2'-0"
2
2'-0"
2
2'-
0"
2
2'-0"
2 2 '-0 "
1
1'-0"
1
0'-0"
2 2 '-0 "
1 1 '-0 "
22'-0"
2
5
'
-
0
"
1
2'-0"
1
2'-0"
4 0 '-0 "
2 2 '-0 "
9 '-0 "
1
8'-0"2 2 '-0 "
2 2 '-0 "
1 1 '-0 "
1:12SLOPE
RAMPUP 2'-6"
RAMP UP6" AT 5%
D N5 '-0 "
1:12SLOPE
EXITINGMOTORCYCLEPARKINGEXISTING STREET PARKING
3 SPACES 2 SPACES
EXISTING
STREETPARKING
3 SPACES
CONTROL
BOX
LIFT
STATION
D N4 '-0 "
D N4 '-0 "
RAMPUP 2'-6"1:12SLOPE
RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE
RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE RAMPUP 2'-6"RAMPUP 2'-6"RAMPUP 2'-6"RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE
R A M P D N
3 '-6 "
6
%S
L
O
P
E
R A M P D N
3 '-6 "
12
%
S
L
O
P
E
6
%
S
L
O
P
E
6
%S
L
O
P
E
1
2
%S
L
O
P
E
6
%S
L
O
P
E
2 0 S H O R T -T E R M
B I C Y C L E S P A C E S
(R E S I D E N T I A L )
RAMP UP6" AT 5%
U
P1'-0"
1:12SLO
P
E
P L A N T E R
RAMP UP6" AT 5%RAMP UP6" AT 5%
14 SHORT-TERM
BICYCLE SPACES
(RESIDENTIAL)
10'-6"
10'-0"
16'-0"
10'-6"
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17
18 19 20 21 22 27 2823242526
12'-6"
10'-0"
12'-0"
9'-0"
10'-0"
1 0 '-0 "
12'-6"
12'-6"
10'-0"
36'-0"
2 '-0 "
1 0 '-0 "
1 0 '-0 "
1 0 '-0 "
12'-0"
7'-4"
11'-0"
11'-0"
11'-0"
10'-0"
6 1 '-5 "
2 2 '-0 "8'-6"
1 8 '-0 "
29'-5"55'-7"
1 3 '-1 1 "
49'-6"
22'-0"
1 8 '-0 "
1 6 '-0 "
17'-0"
25'-0"
1 2 '-2 "
1 0 '-0 "
7 '-8 "
1 7 '-8 "
1416 001
PED. BRI DGE
ACCESS
M A I L
5 4 0 S F
R E S I D E N T I A L
L O B B Y
2 ,1 7 5 S F
S I G N A T U R E
R E S I D E N T I A L
L O B B Y
1 ,5 6 5 S F
W A T E R F E A T U R E
W A L L / S I G N A G E
P A C K .
4 1 5 S F
R
A
M
P
U
P
5'-
0"
R E S I D E N T I A L
D R O P -O F F
STREET ELEV.
STREET ELEV.
+8'-6" NGVD
STREET ELEV.
+4'-6" NGVD
STREET ELEV.
PRIVATETERRACE
STREET ELEV.
+3'-6" NGVDSTREET ELEV.
+3'-6" NGVD
+3'-3" NGVD
STREET ELEV.
+5'-5" NGVD
STREET ELEV.
+4'-9" NGVD
+6'-0" NGVD
STREET ELEV.
+5'-0" NGVD
STREET ELEV.
+5'-6" NGVD
STREET ELEV.
+5 '-6" NGVD
STREET ELEV.
+5'-10" NGVD
STREET ELEV.
+3'-0" NGVD
STREET ELEV.
+3'-0" NGVD
STREET ELEV.
+3'-9" NGVD
STREET ELEV.
+4'-0" NGVD
STREET ELEV.
+3'-6" NGVD
STREET ELEV.
+4'-0" NGVD
C O M M . L O A D I N G
Z O N E
(1 0 ' x 2 0 ')
STREET ELEV.
+5'-0" NGVD
STREET ELEV.
+5'-0" NGVDSTREET ELEV.
+5'-0" NGVDSTREET ELEV.
+5'-6" NGVD
C O M M . L O A D I N G /
C O M M . L O A D I N G Z O N E
(1 2 ' x 3 5 ')
FL ORI DI AN PARKI NG 21,820 SF
76 SPACES
+3'-6" NGVD
+5'-6" NGVD
+6'-0" NGVD +5'-6" NGVD
+5'-6" NGVD
+4'-6" NGVD +4'-0" NGVD
+5 '-6 " N G V D
+8'-6" NGVD
+5'-0" NGVD
P A C K .
2 4 5 S F
R
A
M
P
U
P5'-0"
R
A
M
P
D
N
4'-
6"
5 .0 %
S L O P E
LOADING BAY(10' x 20')
R E S I . L O A D I N G
B A Y
(1 0 ' x 2 0 ')
M A I L
3 8 5 S F
GUARDHOUSE
L O B B Y L E V .
+9 '-0 " N G V D
+9 '-0 " N G V D
+8 '-6 " N G V D
L O B B Y L E V .
+9 '-0 " N G V D
S I G N A T U R E
R E S I D E N T I A L
D R O P -O F F
5 .6 %
S L O P E
+1 4 '-0 " N G V D +8 '-0 " N G V D
M E P
1 ,2 0 0 S F
9 S P A C E S O N R A M P
T O B A S E M E N T
G
A
T
E
P A R K . L E V . 0 1
+9 '-0 " N G V D
O P E N T O
B E L O W
M E P
7 0 0 S F
+8 '-0 " N G V D
+8 '-6 " N G V D
+8'-6" NGVD
SIDEWALK ELEV.
+2'-0" NGVD
SIDEWALK ELEV.
+2'-4" NGVD
1 6 F T W I D E F I R E
T R U C K A C C E S S L A N E
STREET ELEV.
+8'-6" NGVD
OERHEAD ROLLING DOOR
BACKFLOW PREVENTER /SIAMESE CONNECTION
G
A
T
E
GA TE GA TE
LOADING AREA
6,375 SF
R E S I . L O A D I N G
B A Y
(1 0 ' x 2 0 ')R E S I . L O A D I N G
B A Y
(1 0 ' x 2 0 ')
R E S I . L O A D I N G
B A Y
(1 0 ' x 2 0 ')
WALKWAYABOVE
R E S I . L O A D I N G
B A Y
(1 0 ' x 2 0 ')
T R A S H
3 1 0 S F S E R V .
T
R
A
S
H
B O HB.R M
1 4 5 S F
F .C .C
2 0 0 S F
+9 '-0 " N G V D
+4'-0" NGVD +4'-0" NGVD
+9'-0" NGVD
+9 '-0 " N G V D
+4'-0" NGVD
+8 '-0 " N G V D
S I G N A G E
SIGNA
G
E
STREET ELEV.
+6'-0" NGVD
+8'-6" NGVD
+9 '-0 " N G V D
+8 '-6 " N G V D
+9 '-0 " N G V D
+9 '-0 " N G V D
P L A N T E R
P L A N T E R
P L A N T E R
P L A N T E R
P L A N T E R
PLANTER
PLANTER
PLANTER
ELEVATED WALKWAYABOVE
ELEVATED WALKWAYABOVE
E L E V . W A L K W A Y
A B O V E
6 S H O R T -T E R M
B I C Y C L E S P A C E S
(R E T A I L )
P A R K I N G
L E V E L 0 1
6 4 S P A C E S
(I N C L U D I N G
3 0 V A L E T S P A C E S )
PLANTER
PLANTER
+7'-0" NGVD
L O A D I N G B A Y S
F O R L A R G E R
T R U C K S (1 2 ' x 4 0 ')
S E R V .
+8'-6" NGVD
STREET ELEV.
STREET ELEV.
+3'-0" NGVD
+3'-6" NGVD
10'-0"+3'-6" NGVD
+3'-0" NGVD
STREET ELEV.
+3'-6" NGVD
STREET ELEV.
+8'-6" NGVD
DN 5'-6"OUTDOORTERRACE
OUTDOOR
TERRACE
+3'-6" NGVD
C R O S S -B L O C K
P A S S A G E
GROUND LEV.
+9'-0" NGVD
RETAI L 1
3,410 NSF
GROUND LEV.
+9'-0" NGVD
FLEX PLAZA
(I NCLUDES 28 PARKI NG SPACES)
+8'-6" NGVDVANACCESSIBLE
+9'-0" NGVD
VALETSTAND
+8'-6" NGVD
FP&L TRANSFORMERPAD (600 ALTON SITE)
FP&L TRANSFORMER PAD(PARK SITE)
BACKFLOWPREVENTER
GREASETRAPS
GROUND LEV.
+9'-0" NGVD
STAI R
WALKWAYABOVE
RETAIL 23,040 SF
RAMP
UP 5'-0"
7
%
S
L
O
P
E
1
4
%
S
L
O
P
E
7
%
S
L
O
P
E
SIGNAGE
GROUND LEV.
+9'-0" NGVD
+9'-0" NGVD
PLANTER PLANTER
VANACCESSIBLE
1 8 S H O R T -T E R M B I C Y C L E S P A C E S
(R E T A I L /F &B )
PLANTER PLANTER+9'-0" NGVD
ELEC /TELECOM.
210 SF
COMM.TRASH RM90 SF
ELEV.
CONTROL
42" H. GLASS RAILING
42" H. GLASS RAILING
E LEV.
EL EV.
UP 24'-0"F U T U R E C I T Y P A R K
R E S T R O O M S
(FI NAL LOCATI ON TBD
SUBJECT TO DRB OR
DIRECTION FROM BOARD)
1 0 S H O R T -T E R M
B I C Y C L E S P A C E S
(R E T A I L )
PLANTER
C O M M . T R A S H
L O A D I N G Z O N E
(1 2 ' x 3 5 ')
PLANTING SCREENING(REFER TO LANDSCAPE DRAWINGS)
+8'-6" NGVD
O N L Y O N L Y
UP
UP
ICON SOUTH BEACH
BENTLEY BAY
THE FLORIDIAN
MIAMI BEACHBISCAYNE B AY
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
RAMP DOWN
BAYWALK
BAYWA
L
K
BAYWALK
GROUND LEVEL SITE PLAN
LEVEL 2 SITE PLAN
DN
DN
2 2 '-0 "
2
2'-0"
1
8'-0"
9 '-0 "
2
2'-0"
2 2 '-0 "
1:12SLOPE1:12SLOPE
RAMPUP 2'-6"1:12SLOPE
RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE
RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE RAMPUP 2'-6"RAMPUP 2'-6"RAMPUP 2'-6"RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPERAMPUP 2'-6"
RAMPUP 2'-6"
1:12SLOPE
1:12SLO P E
RAMPUP 2'-6"
RAMPUP 2'-6"
1 :1 2
S L O P E
1 :1 2
S L O P E
1:12SLO
P
E
RAMPUP 2'-0"
B O H
1 :1 2
S L O P E
RAMPUP 2'-6"
RAMPUP 2'-6"
1 :1 2
S L O P E
15'-0"10'-0"
5'-0"
11'-0"
39
'
-
3
"
172'
10'-0"
55'-6"91'-7"25'-0"
17'-8"
OPEN TO
BEL OW
WALKWAY ELEV.
+33'-0" NGVD
E L E V . L O B B Y
S Q U A S H
C O U R T
(1 8 '-6 " c l e a r h e i g h t )
6 7 2 S F
L E V E L 0 2
+3 3 '-0 " N G V D
L E V E L 0 2
+3 3 '-0 " N G V D
5 .6 %
S L O P E
R
A
M
P
U
P
5'-
0"
P A R K . L E V . 0 3
+2 9 '-0 " N G V D
+3 4 '-0 " N G V D
V A N
A C C E S S I B L E
+3 3 '-0 " N G V D
E L E V . L O B B Y
O U T D O O R
M O V I E
1 ,1 7 5 S F
O U T D O O R
L O U N G E
1 ,2 6 0 S F
R A C K E T
C L U B
1 ,2 9 0 S F
S Q U A S H
C O U R T
(1 8 '-6 " c l e a r h e i g h t )
6 7 2 S F
2 9 S P A C E S O N
R A M P T O L E V E L 0 2
R
A
M
P
U
P5'-0"
R
A
M
P
D
N
5'-0"
5 .6 %
S L O P E
P A R K I N G
L E V E L 0 3
1 3 0 S P A C E S
(I N C L U D I N G
4 8 V A L E T S P A C E S )
O U T D O O R
K I D S
R O O M
6 5 0 S F
WALKWAY ELEV.
+33'-0" NGVD
WALKWAY ELEV.
+33'-0" NGVD
WALKWAY ELEV.
+33'-0" NGVD
WALKWAY ELEV.
+26'-0" NGVD
LOOK OUTAREA
PLANTER
GATE
P R I V A T E
O U T D O O R
T E R R A C E
G A T E
PLANTER
PLANTER
PLANTER
V A N
A C C E S S I B L E
OPEN TO
BEL OW
7'-0"
GATE
WALKWAY ELEV.
OUTDOORSEATING(48 SEATS)
+33'-0" NGVD
OUTDOOR
SEATING(48 SEATS)
STAIR
WALKWAY ELEV.
+33'-0" NGVD
ROOFABOVE
WALKWAY ELEV.
+33'-0" NGVD
WALKWAY ELEV.
+33'-0" NGVD
PLANTER
PLANTER
PLANTER
(F&B COMPONENTS WITH INDIVIDUAL
OCCUPANCY UNDER 299 OCCUPANTS)
RESTROOMRESTROOMF&B 1
2,180 SF
(96 SEATS)
F &B 2
1,090 SF
(48 SEATS)
F&B 3
1,110 SF
(50 SEATS)
B.O.H.1,400 SF
ELEV.
ELEV.
CL CL CL CL
C L
C L
CL
C L
C L
CL
CL
10 FT MIN. SETBACKFROM PROPOSEDELEVATED WALKWAY
10 FT MIN. SETBACKFROM PROPOSEDELEVATED WALKWAY
V A L E T
E L E V .
CL
6 '-0"
5 '-0 "
5 '-0"
R E S I . /
F I R E
E L E V .
S T A I R
PR E S S .
R E S I .
E L E V .
R E S I .
E L E V .
P R I V A T E
E L E V .
P R I V A T E
E L E V .
P R I V A T E
E L E V .
B .O .H
M E C H .
S E R V ./
F I R E
E L E V .S E R V ./
F I R E
E L E V .
E L E C .
T
1 :1 2
S L O P E
1 :1 2
S L O P E
R A M P
U P 4 '-0 "
2'-0" T
Y
P.
6 4
6 3
6 2
6 1
6 0
5 9
5 8
5 7
5 6
7 8
7 7
7 6
7 3
7 2
7 1
7 0
6 9
6 8
1 0 1
9 7
9 6
9 5
8 4
8 3
8 2
9 1
1
2
4
1
2
3
1
2
2
1
2
1
1
2
0
1
1
9
1
1
8
1
1
7
1
2
8
1
2
7
1
2
6
1
2
5
1 1 3 1 1 2 1 1 1
1 1 0 1 0 9 1 0 8
0 4
0 5
0 6
0 7
0 8
0 9
6 7
6 6
6 5
8 1
8 0
7 994
9 3
9 2
1 0 0 9 9
9 8
1 1 6 1 1 5 1 1 4
0 1
0 2
0 3
1 3
1 4
1 5
1 6
1 7
1 0
1 1
1 2
2 1
2 2
2 4
2 5
1 8
1 9
2 0
2 6
2 7
2 8
2 9
7 5
7 4
8 7
8 6
8 5
9 0
8 9
8 8
1 2 9 1 3 0
3 6
3 7
3 8
3 3
3 2
1 0 4
1 0 5
53
4 6
4 7
4 852
5 1
5 0
4 9
3 9
4 3
4 0
4 4
4 2
4 1
3 1
3 0
1 0 6
1 0 7
3 5
3 4
1 0 2
1 0 3
5 5
4 5
2 3
54
1416 001
11'-0"
11'-0"
E L E C . V E H I C L E S
V A L E T P A R K I N G
V A L E T P A R K I N G
V A L E T P A R K I N G
V A L E T P A R K I N G
ICON SOUTH BEACH
BENTLEY BAY
THE FLORIDIAN
MIAMI BEACHBISCAYNE BAY
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
BENTLEY BAY
BAYWALK
BAYWA
L
K
BAYWALK
RAMP DOWN TO LEVEL 1
10 FT MIN. SETBACKFROM PROPOSEDELEVATED WALKWAY
10 FT MIN. SETBACKFROM PROPOSEDELEVATED WALKWAY
CL CL CL CL
C L
C L
CL
C L
C L
CL
CL
R E S I . /
F I R E
E L E V .
R E S I .
E L E V .
R E S I .
E L E V .
P R I V A T E
E L E V .
P R I V A T E
E L E V .
P R I V A T E
E L E V .
S E R V ./
F I R E
E L E V .S E R V ./
F I R E
E L E V .
GA
T
E
GA
T
E
3 3
3 7
2 9
4 8
4 6
4 2
4 1
1 0
2 8
2 5
2 6
2 7
2 4
2 2
2 3
2 1
1 8
1 9
2 0
3 9
4 0
1 7
3 8
3 2
3 6
3 5
3 4
3 0
4 9
3 1
5 0
4 5
4 3
4 7
1 6
4 4
1 5
1 3
1 4
1 2
0 1
1 1
0 3
0 4
0 2
0 6
0 7
0 5
6
4
5
8
5
7
5
6
5
5
5
4
5
3
5
2
5
1
6
3
6
2
6
1
6
0
5
9
0 8
0 9
2 0
2 2
2 3
292824 37
04 03050607 02 01
1 5
1 6
1 7
1 8
1 9
2 1
31 353433323026 362725 38
716970 7268656766 73 74 75 76
58 57596061626364 56 55 54 53
09111410 081312
VANACCESSIBLE
2'-0" T
Y
P.
muscle2
V A L E T
E L E V .
E L E C . V E H I C L E S
V A L E T P A R K I N G
2
2
'
-
6
"
18'-0
"
2
2
'
-
6
"
23'-0"
8'-6"
19'-0"
2 '-0 "
1
1'-0"
2
2'-0"
2 2 '-0 "
5 '-0 "
1 2 5 '-0 "
2
2'-0"
2
2'-0"
2
2'-0"
2
2'-0"
2 2 '-0 "
1
1'-0"
1
0'-0"
2 2 '-0 "
1 1 '-0 "
22'-0"
2
5
'
-
0
"
1
2'-0"
1
2'-0"
4 0 '-0 "
2 2 '-0 "
9 '-0 "
1
8'-0"2 2 '-0 "
2 2 '-0 "
1 1 '-0 "
1:12SLOPE
RAMPUP 2'-6"
RAMP UP6" AT 5%
D N5 '-0 "
1:12SLOPE
EXITINGMOTORCYCLEPARKINGEXISTING STREET PARKING3 SPACES 2 SPACES EXISTINGSTREETPARKING3 SPACES
CONTROL
BOX
LIFTSTATION
D N4 '-0 "
D N4 '-0 "
RAMPUP 2'-6"1:12SLOPE
RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE
RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE RAMPUP 2'-6"RAMPUP 2'-6"RAMPUP 2'-6"RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE
R A M P D N
3 '-6 "
6
%S
L
O
P
E
R A M P D N
3 '-6 "
1
2
%S
L
O
P
E
6
%
S
L
O
P
E
6
%S
L
O
P
E
12
%
S
L
O
P
E
6
%S
L
O
P
E
2 0 S H O R T -T E R M
B I C Y C L E S P A C E S
(R E S I D E N T I A L )
RAMP UP6" AT 5%
U
P
1'-0"
1:12SL
O
P
E
P L A N T E R
RAMP UP6" AT 5%RAMP UP6" AT 5%
14 SHORT-TERM
BICYCLE SPACES
(RESIDENTIAL)
10'-6"
10'-0"
16'-0"
10'-6"
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17
18 19 20 21 22 27 2823242526
12'-6"
10'-0"
12'-0"
9'-0"
10'-0"
1 0 '-0 "
12'-6"
12'-6"
10'-0"
36'-0"
2 '-0 "
1 0 '-0 "
1 0 '-0 "
1 0 '-0 "
12'-0"
7'-4"
11'-0"
11'-0"
11'-0"
10'-0"
6 1 '-5 "
2 2 '-0 "
8'-6"
1 8 '-0 "
29'-5"55'-7"
1 3 '-1 1 "
49'-6"
22'-0"
1 8 '-0 "
1 6 '-0 "
17'-0"
25'-0"
1 2 '-2 "
1 0 '-0 "
7 '-8 "
1 7 '-8 "
1416 001
PED. BRI DGE
ACCESS
M A I L
5 4 0 S F
R E S I D E N T I A L
L O B B Y
2 ,1 7 5 S F
S I G N A T U R E
R E S I D E N T I A L
L O B B Y
1 ,5 6 5 S F
W A T E R F E A T U R E
W A L L / S I G N A G E
P A C K .
4 1 5 S F
R
A
M
P
U
P
5'-
0"
R E S I D E N T I A L
D R O P -O F F
STREET ELEV.
STREET ELEV.
+8'-6" NGVD
STREET ELEV.
+4'-6" NGVD
STREET ELEV.
PRIVATETERRACE
STREET ELEV.
+3'-6" NGVDSTREET ELEV.
+3'-6" NGVD
+3'-3" NGVD
STREET ELEV.
+5'-5" NGVD
STREET ELEV.+4'-9" NGVD
+6'-0" NGVD
STREET ELEV.
+5'-0" NGVD
STREET ELEV.
+5'-6" NGVD
STRE ET ELEV .
+5'-6" NGV D
STREET ELEV.
+5'-10" NGVD
STREET ELEV.
+3'-0" NGVD
STREET ELEV.
+3'-0" NGVD
STREET ELEV.
+3'-9" NGVD
STREET ELEV.
+4'-0" NGVD
STREET ELEV.
+3'-6" NGVD
STREET ELEV.
+4'-0" NGVD
C O M M . L O A D I N G
Z O N E
(1 0 ' x 2 0 ')
STREET ELEV.+5'-0" NGVD STREET ELEV.+5'-0" NGVDSTREET ELEV.+5'-0" NGVDSTREET ELEV.+5'-6" NGVD
C O M M . L O A D I N G /
C O M M . L O A D I N G Z O N E
(1 2 ' x 3 5 ')
FL ORI DI AN PARKI NG 21,820 SF
76 SPACES
+3'-6" NGVD
+5'-6" NGVD +6'-0" NGVD +5'-6" NGVD +5'-6" NGVD
+4'-6" NGVD +4'-0" NGVD
+5 '-6 " N G V D
+8'-6" NGVD
+5'-0" NGVD
P A C K .
2 4 5 S F
R
A
M
P
U
P5'-0"
R
A
M
P
D
N
4'-6"
5 .0 %
S L O P E
LOADING BAY(10' x 20')
R E S I . L O A D I N G
B A Y
(1 0 ' x 2 0 ')
M A I L
3 8 5 S F
GUARDHOUSE
L O B B Y L E V .
+9 '-0 " N G V D
+9 '-0 " N G V D
+8 '-6 " N G V D
L O B B Y L E V .
+9 '-0 " N G V D
S I G N A T U R E
R E S I D E N T I A L
D R O P -O F F
5 .6 %
S L O P E
+1 4 '-0 " N G V D +8 '-0 " N G V D
M E P
1 ,2 0 0 S F
9 S P A C E S O N R A M P
T O B A S E M E N T
G
A
T
E
P A R K . L E V . 0 1
+9 '-0 " N G V D
O P E N T O
B E L O W
M E P
7 0 0 S F
+8 '-0 " N G V D
+8 '-6 " N G V D
+8'-6" NGVD
SIDEWALK ELEV.
+2'-0" NGVD
SIDEWALK ELEV.
+2'-4" NGVD
1 6 F T W I D E F I R E
T R U C K A C C E S S L A N E
STREET ELEV.
+8'-6" NGVD
OERHEAD ROLLI NG DOOR
BACKFLOW PREVENTER /SIAMESE CONNECTION
G
A
T
E
G A TE G ATE
LOADING AREA
6,375 SF
R E S I . L O A D I N G
B A Y
(1 0 ' x 2 0 ')R E S I . L O A D I N G
B A Y
(1 0 ' x 2 0 ')
R E S I . L O A D I N G
B A Y
(1 0 ' x 2 0 ')
WALKWAYABOVE
R E S I . L O A D I N G
B A Y
(1 0 ' x 2 0 ')
T R A S H
3 1 0 S F S E R V .
T
R
A
S
H
B O HB.R M
1 4 5 S F
F .C .C
2 0 0 S F
+9 '-0 " N G V D
+4'-0" NGVD +4'-0" NGVD
+9'-0" NGVD
+9 '-0 " N G V D
+4'-0" NGVD
+8 '-0 " N G V D
S I G N A G E
SIG
NAG
E
STREET ELEV.
+6'-0" NGVD
+8'-6" NGVD
+9 '-0 " N G V D
+8 '-6 " N G V D
+9 '-0 " N G V D
+9 '-0 " N G V D
P L A N T E R
P L A N T E R
P L A N T E R
P L A N T E R
P L A N T E R
PLANTER PLANTER
PLANTER
ELEVATED WALKWAYABOVE
ELEVATED WALKWAYABOVE
E L E V . W A L K W A Y
A B O V E
6 S H O R T -T E R M
B I C Y C L E S P A C E S
(R E T A I L )
P A R K I N G
L E V E L 0 1
6 4 S P A C E S
(I N C L U D I N G
3 0 V A L E T S P A C E S )
PLANTER
PLANTER
+7'-0" NGVD
L O A D I N G B A Y S
F O R L A R G E R
T R U C K S (1 2 ' x 4 0 ')
S E R V .
+8'-6" NGVD
STREET ELEV.
STREET ELEV.
+3'-0" NGVD
+3'-6" NGVD
10'-0"+3'-6" NGVD
+3'-0" NGVD
STREET ELEV.
+3'-6" NGVD
STREET ELEV.
+8'-6" NGVD
DN 5'-6"OUTDOORTERRACE
OUTDOORTERRACE
+3'-6" NGVD
C R O S S -
B L O C K
P A S S A G E
GROUND LEV.
+9'-0" NGVD
RETAI L 1
3,410 NSF
GROUND LEV.
+9'-0" NGVD
FLEX PLAZA
(I NCLUDES 28 PARKI NG SPACES)
+8'-6" NGVDVANACCESSIBLE
+9'-0" NGVD
VALETSTAND
+8'-6" NGVD
FP&L TRANSFORMERPAD (600 ALTON SITE)
FP&L TRANSFORMER PAD(PARK SITE)
BACKFLOWPREVENTER
GREASETRAPS
GROUND LEV.
+9'-0" NGVD
STAIR
WALKWAYABOVE
RETAI L 23,040 SF
RAMPUP 5'-0"
7
%
S
L
O
P
E
1
4
%
S
L
O
P
E
7
%
S
L
O
P
E
SIGNAGE
GROUND LEV.
+9'-0" NGVD
+9'-0" NGVD
PLANTER PLANTER
VANACCESSIBLE
1 8 S H O R T -T E R M B I C Y C L E S P A C E S
(R E T A I L /F &B )
PLANTER PLANTER+9'-0" NGVD
ELEC /TELECOM.
210 SF
COMM.TRASH RM90 SF
ELEV.
CONTROL
42" H. GLASS RAILING
42" H. GLASS RAILING
EL EV.
E LEV.
UP 24'-0"F U T U R E C I T Y P A R K
R E S T R O O M S
(FINAL LOCATI ON TBD
SUBJECT TO DRB ORDIRECTION FROM BOARD)
1 0 S H O R T -T E R M
B I C Y C L E S P A C E S
(R E T A I L )
PLANTER
C O M M . T R A S H
L O A D I N G Z O N E
(1 2 ' x 3 5 ')
PLANTING SCREENING(REFER TO LANDSCAPE DRAWINGS)
+8'-6" NGVD
O N L Y O N L Y
UP
UP
ICON SOUTH BEACH
BENTLEY BAY THE FLORIDIAN MIAMI BEACHBISCAYNE BA YBISCAYNE 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
WE S T A V E N U E
W 6 T H S T R E E T
BENTLEY BAY
RAMP DOWN
BAYWALK
BAYWA
L
K
BAYWALK
GROUND LEVEL SITE PLAN
LEVEL 2 SITE PLAN
DN
DN
2 2 '-0 "
2
2'-0"
1
8'-0"
9 '-0 "
2
2'-0"
2 2 '-0 "
1:12SLOPE1:12SLOPE
RAMPUP 2'-6"1:12SLOPE
RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE
RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPE RAMPUP 2'-6"RAMPUP 2'-6"RAMPUP 2'-6"RAMPUP 2'-6"RAMPUP 2'-6"1:12SLOPERAMPUP 2'-6"
RAMPUP 2'-6"
1:12SLOPE
1 :12SLOPE
RAMPUP 2'-6"
RAMPUP 2'-6"
1 :1 2
S L O P E
1 :1 2
S L O P E
1:12S
LO
PE
RAMPUP 2'-0"
B O H
1 :1 2
S L O P E
RAMPUP 2'-6"
RAMPUP 2'-6"
1 :1 2
S L O P E
15'-0"10'-0"
5'-0"
11'-0"
39
'
-
3
"
172'
10'-0"
55'-6"91'-7"25'-0"
17'-8"
OPEN TO
BELOW
WALKWAY ELEV.
+33'-0" NGVD
E L E V . L O B B Y
S Q U A S H
C O U R T
(1 8 '-6 " c l e a r h e i g h t )
6 7 2 S F
L E V E L 0 2
+3 3 '-0 " N G V D
L E V E L 0 2
+3 3 '-0 " N G V D
5 .6 %
S L O P E
R
A
M
P
U
P
5'-0"
P A R K . L E V . 0 3
+2 9 '-0 " N G V D
+3 4 '-0 " N G V D
V A N
A C C E S S I B L E
+3 3 '-0 " N G V D
E L E V . L O B B Y
O U T D O O R
M O V I E
1 ,1 7 5 S F
O U T D O O R
L O U N G E
1 ,2 6 0 S F
R A C K E T
C L U B
1 ,2 9 0 S F
S Q U A S H
C O U R T
(1 8 '-6 " c l e a r h e i g h t )
6 7 2 S F
2 9 S P A C E S O N
R A M P T O L E V E L 0 2
R
A
M
P
U
P5'-0"
R
A
M
P
D
N
5'-0"
5 .6 %
S L O P E
P A R K I N G
L E V E L 0 3
1 3 0 S P A C E S
(I N C L U D I N G
4 8 V A L E T S P A C E S )
O U T D O O R
K I D S
R O O M
6 5 0 S F
WALKWAY ELEV.
+33'-0" NGVD
WALKWAY ELEV.
+33'-0" NGVD
WALKWAY ELEV.
+33'-0" NGVD
WALKWAY ELEV.
+26'-0" NGVD
LOOK OUT
AREA
PLANTER
GATE
P R I V A T E
O U T D O O R
T E R R A C E
G A T E
PLANTER
PLANTER
PLANTER
V A N
A C C E S S I B L E
OPEN TO
BELOW
7'-0"
GATE
WALKWAY ELEV.
OUTDOOR
SEATING(48 SEATS)
+33'-0" NGVD
OUTDOOR
SEATING
(48 SEATS)
STAIR
WALKWAY ELEV.
+33'-0" NGVD
ROOFABOVE
WALKWAY ELEV.
+33'-0" NGVD
WALKWAY ELEV.
+33'-0" NGVD
PLANTER
PLANTER
PLANTER
(F&B COMPONENTS WITH INDIVIDUAL
OCCUPANCY UNDER 299 OCCUPANTS)
RESTROOMRESTROOMF&B 1
2,180 SF
(96 SEATS)
F&B 21,090 SF
(48 SEATS)
F &B 31,110 SF
(50 SEATS)
B.O.H.1,400 SF
ELEV.
ELEV.
CL CL CL CL
C L
C L
CL
C L
C L
CL
CL
10 FT MIN. SETBACKFROM PROPOSEDELEVATED WALKWAY
10 FT MIN. SETBACKFROM PROPOSEDELEVATED WALKWAY
V A L E T
E L E V .
CL
6 '-0 "
5 '-0"
5 '-0 "
R E S I . /
F I R E
E L E V .
ST A I R
P R E S S .
R E S I .
E L E V .
R E S I .
E L E V .
P R I V A T E
E L E V .
P R I V A T E
E L E V .
P R I V A T E
E L E V .
B .O .H
M E C H .
S E R V ./
F I R E
E L E V .S E R V ./
F I R E
E L E V .
E L E C .
T
1 :1 2
S L O P E
1 :1 2
S L O P E
R A M P
U P 4 '-0 "
2'-0" T
Y
P.
6 4
6 3
6 2
6 1
6 0
5 9
5 8
5 7
5 6
7 8
7 7
7 6
7 3
7 2
7 1
7 0
6 9
6 8
1 0 1
9 7
9 6
9 5
8 4
8 3
8 2
9 1
1
2
4
1
2
3
1
2
2
1
2
1
1
2
0
1
1
9
1
1
8
1
1
7
1
2
8
1
2
7
1
2
6
1
2
5
1 1 3 1 1 2 1 1 1
1 1 0 1 0 9 1 0 8
0 4
0 5
0 6
0 7
0 8
0 9
6 7
6 6
6 5
8 1
8 0
7 994
9 3
9 2
1 0 0 9 9
9 8
1 1 6 1 1 5 1 1 4
0 1
0 2
0 3
1 3
1 4
1 5
1 6
1 7
1 0
1 1
1 2
2 1
2 2
2 4
2 5
1 8
1 9
2 0
2 6
2 7
2 8
2 9
7 5
7 4
8 7
8 6
8 5
9 0
8 9
8 8
1 2 9 1 3 0
3 6
3 7
3 8
3 3
3 2
1 0 4
1 0 5
5
3
4 6
4 7
4 852
5 1
5 0
4 9
3 9
4 3
4 0
4 4
4 2
4 1
3 1
3 0
1 0 6
1 0 7
3 5
3 4
1 0 2
1 0 3
5 5
4 5
2 3
54
1416 001
11'-0"
11'-0"
E L E C . V E H I C L E S
V A L E T P A R K I N G
V A L E T P A R K I N G
V A L E T P A R K I N G
V A L E T P A R K I N G
ICON SOUTH BEACH
BENTLEY BAY
THE FLORIDIAN
MIAMI BEACHBISCAYNE 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
BENTLEY BAY
BAYWALK
BAYWA
L
K
BAYWALK
RAMP DOWN TO LEVEL 1
Ground Level Level 2
See disclaimers page.
Prior Design Concepts
Option 1
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
FIRST DRB SUBMITTAL
5TH STREET BAYWALK
CONNECTOR BRIDGE
MIAMI BEACH, FL 33139 08416 32 64 ft4281632 ftScale:
OPTION 1 RENDERING A5-06DATE:
03/18/2019
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
FIRST DRB SUBMITTAL
5TH STREET BAYWALK
CONNECTOR BRIDGE
MIAMI BEACH, FL 33139
RENDERING A5-07DATE:
03/18/2019
GRAY BROOM FINISH
CONRETE AT WALKWAY,
TYP.
ALUMINUM FINS WITH POWDER
COATED MARINE GRADE PAINT
SYSTEM BEYOND, MEET AMA
2605 STANDARD, TYP.
COLOR CHANGING
PROGRAMMABLE LED
LIT LETTERS. FUTURA FONT, TO
MATCH CITY OF MIAMI BEACH
FONT
CONCRETE COLUMN
CONCRETE PIER CAP BEAM
Prior Design Concepts
Option 1
See disclaimers page.
3 3
3 7
4 8
4 6
2 8
2 5
2 6
2 7
2 4
2 2
2 3
3 9
4 0
3 8
3 2
3 6
3 5
3 4
4 9
5 0
4 5
4 3
4 7
4 4
6
4
5
8
5
7
5
6
5
5
5
4
5
3
5
2
5
1
6
3
6
2
6
1
6
0
3 3
3 7
4 8
4 6
2 8
2 5
2 6
2 7
2 4
2 2
2 3
3 9
4 0
3 8
3 2
3 6
3 5
3 4
4 9
5 0
4 5
4 3
4 7
4 4
6
4
5
8
5
7
5
6
5
5
5
4
5
3
5
2
5
1
6
3
6
2
6
1
6
0
A5-11
11
A5-23
A5-121
A5-12
2
(E) BUILDING
500 ALTON
PROJECT
W E S T A V E N U E
1
CONCRETE COLUMN
CONCRETE PIER CAP
BEAM ABOVE
CONCRETE COLUMN
CONCRETE PIER CAP
BEAM ABOVE
LINE OF WALKWAY
ABOVE CONCRETE
COLUMNS, TYP.
1
1 6 3 ' - 1 1 "
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
W
E
S
T
B
O
U
N
D
E
A
S
T
B
O
U
N
D
8
.
3
3
%
8
.
2
7
%
8
.
0
9
%
8
.
0
9
%
7.50'
10.00'
12.50'
15.00'
LINE OF RAMP ABOVE
1 6 '-0 " W I D E F I R E T R U C K A C C E S S L A N E
CONCRETE COLUMN,
TYP.
UP
ALUMINUM FINS GUARDRAIL
AT 48" AFF WITH POWDER
COATED MARINE GRADE
PAINT SYSTEMA, MEET
AMA 2605 STANDARD, TYP.
NGVD
SIDEWALK ELEV.
2'-0" NGVD
SIDEWALK ELEV.
2'-4" NGVD
5'-0"
6'-0" NGVD
STREET ELEV.
5'-10" NGVD
STREET ELEV.
NGVD
5'-6"
NGVD
5'-0"
ELEVATED WALKWAY
ABOVE
PLANTER
R .O .W . L I N E
R.O.W. LINE
2 4 7 ' - 1 1 1 /2 "
R.O.W. LINE
PROPERTY LINE
9
'
-
1
0
1
/
2
"
2
4
'
-
0
"
2
4
'
-
1
"
8
5
'
-
8
"
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 con tinue 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
FIRST DRB SUBMITTAL
5TH STREET BAYWALK
CONNECTOR BRIDGE
MIAMI BEACH, FL 33139 0 84 16 32 64 ftScale: 1/16" = 1'-0"
BRIDGE - OPTION 1 RAMP LEVEL 1
PLAN A5-09DATE:
03/18/2019
PHASING NOTE:
1. TEMPORARY METAL STAIRWELL WITH
POWDER COATED MARINE GRADE PAINT
FINISH TO BE PROVIDED UNTIL 500 ALTON
PROJECT IS COMPLETED AND BRIDGE IS
CONNECTED TO ELEVATED WALKWAY
SYSTEM AT 500 ALTON.
GENERAL NOTE:
ALL CONCRETE COLUMNS AND OTHER
SURFACES 10' AND BELOW WILL RECEIVE
GRAFFITI GUARD PAINT FINISH
Prior Design Concepts
Option 1
See disclaimers page.
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
FIRST DRB SUBMITTAL
5TH STREET BAYWALK
CONNECTOR BRIDGE
MIAMI BEACH, FL 33139 0428 16 32 ftScale:
BRIDGE - OPTION 1 RAMP
RENDERED ELEVATIONS A5-13DATE:
03/18/2019
Prior Design Concepts
Option 1
See disclaimers page.
Prior Design Concepts
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
FIRST DRB SUBMITTAL
5TH STREET BAYWALK
CONNECTOR BRIDGE
MIAMI BEACH, FL 33139
OPTION 2 RENDERING A5-14DATE:
03/18/2019
Option 2
See disclaimers page.
UP
1
A5-23
A5-18
1
A5-19
2
A5-191
(E) BUILDING
LINE OF WALKWAY ABOVE
ELEV.
CONCRETE COLUMN
CONCRETE PIER CAP
BEAM ABOVE
CONCRETE COLUMNS, TYP.
1
1 6 3 ' - 1 1 "
R .O .W . L I N E
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
16'-0" WIDE FIRE TRUCK
ACCESS LANE
NGVD
5'-0"
W E S T A V E N U E
6'-0" NGVD
STREET ELEV.
5'-10" NGVD
STREET ELEV.
ELEVATED WALKWAY
ABOVE
PLANTER
CONCRETE COLUMN
CONCRETE PIER CAP
BEAM ABOVE
EA
S
T
B
O
U
N
D
WE
S
T
B
O
U
N
D
GLASS VESTIBULE
R.O.W. LINE
3
5
'
-
8
1
/
2
"
PROPERTY LINE
9
'
-
1
0
1
/
2
"
2
4
'
-
0
"
2
4
'
-
1
"
8
5
'
-
8
"
ALUMINUM FINS WITH POWDER
COATED MARINE GRADE PAINT
SYSTEM BEYOND, MEET AMA 2605
STANDARD AT STAIR AND
ELEVATOR ENCLOSURE
ELEVATOR TO HAVE GLASS AT
3 SIDES
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
FIRST DRB SUBMITTAL
5TH STREET BAYWALK
CONNECTOR BRIDGE
MIAMI BEACH, FL 33139 0428 16 32 ftScale: 1/8" = 1'-0"
BRIDGE - OPTION 2 STAIR LEVEL 1
PLAN A5-15DATE:
03/18/2019
PHASING NOTE:
1. TEMPORARY METAL STAIRWELL WITH
POWDER COATED MARINE GRADE PAINT
FINISH TO BE PROVIDED UNTIL 500 ALTON
PROJECT IS COMPLETED AND BRIDGE IS
CONNECTED TO ELEVATED WALKWAY
SYSTEM AT 500 ALTON.
GENERAL NOTE:
ALL CONCRETE COLUMNS AND OTHER
SURFACES 10' AND BELOW WILL RECEIVE
GRAFFITI GUARD PAINT FINISH
Prior Design Concepts
Option 2
Easement
→Bridge and bridge platforms are
located outside of Icon and Bentley
Bay Right-of-Way areas
→Away from the 15’ wide Fire
Department Baywalk access
→Working around the storm line
structures at the main Column/Pier
supports at each side of 5th street
→Location of the bridge accounts for
the County’s future rail system
See disclaimers page.
City of Miami Beach Coordination
Miami Dade County Coordination
Design Considerations
Artist’s conceptual rendering. See disclaimers page.
→Placing bridge and platforms within
the FDOT setbacks
→Complying with the minimum FDOT
curved section fin height of 10’-0”,
which continue 4’ past roadway edge
→Requested FDOT Easement
→FDOT Permit Set due date is May 27,
2019.
→The width of the bridge (minimum
12’-0”) accommodates both
bicycles and pedestrians
→The bridge will provide a minimum
vertical clearance of 17’-6”
→2”x2” minimum mesh opening
between the fins at the bridge area
→1’ high upturned beams at the edge
of walkways
→Typical 48” high guardrails
FDOT Coordination
Other Design Considerations
Design Considerations
See disclaimers page.
FDOT Standards
Ground Level
See disclaimers page.
2nd Level
See disclaimers page.
Baywalk Connector
Path
Locate underground utilities prior to foundation work.
Construct new bridge foundations (48” diameter drilled caisons)
48” ø
Drilled
Caissons
Construction Sequencing
See disclaimers page.
1. Foundations
Construction Sequencing
Construct pier columns and caps
See disclaimers page.
2. Substructure
Construction Sequencing
West Elevation
Construct pier columns and caps
See disclaimers page.
2A. Substructure
Construction Sequencing
Construct stairs and 1st level of elevator tower
West Elevation
See disclaimers page.
2B. Stairs and Elevator Tower (Level 1)
Construction Sequencing
LU z
_J
■Setup detour of MacAr thur Causeway/5th Street (Road cl osure) for erection of beams
■Erect and secure main span bridge beams
■Reopen road to traffic and construct bridge deck
■Construct 2nd level of elevator tower
500 AL TON BEYOND
CONCRETE PIER CAP BEAM
STAIR #2 BEYOND -----
CONCRETE COLUMN
CONCRETE COLUMNS
BEYOND -------,,
ARQU/TECTONICA
2900 Oak Avenue, Miami, FL 33133
T 305.372.1812 F 305.372.1175
LAKES ENGINEERING, INC.
MACAR THUR CAUSEWAY
35' -0"
THREE (3) LANES
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.
EAST BOUND FLY OVER RAMP
17'-3 5/8"
ONE (1) LANE
24' -6"
TWO (2) LANES
FINAL ORB SUBMITTAL
5TH STREET BA YWALK
PEDESTRIAN CONNECTOR
BRIDGE
MIAMI BEACH, FL 33139
5' -2"
IDEWAL
PHASE 3 BEAM AND
ELEVATOR TOWER (LEVEL 2)
LU z
_J s:
0
a::: to 0 LL
I • I • I • I • I • I • I
I •
O'> '
NOA GLASS ENCLOSURE AT ELEVATOR
VESTIB ULE BEYOND
co '
B R IDGE LEVEL 2
NOA GLASS ENCLOSURE AT ELEVATOR
VESTIBULE
CONCRETE PIER CAP BEAM
CONCRETE COLUMN AND OTHER
SURFACES 10' AND BELOW WILL
RECEIVE GRAFFITI GUARD PAINT
FINISH
b ' in N
BRIDGE LEVEL 1
"--------STAIR #1 5' -0"
DATE:
04/08/2019 A5-54
West Elevation
See disclaimers page.
3. Beam and Elevator Tower (Level 2)
Construction Sequencing
Install bridge railings and decorative fins
Install metal panels at underdeck bridge fascia
West Elevation
See disclaimers page.
4. Decorative Fins
Construction Sequencing
Install decorative signs
Complete mechanical and electrical work
West Elevation
See disclaimers page.
5. Finishing
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.