5-12-21 Presentation Item R5 MCOLLINS AVENUE
21 ST STREET
COLLINS PARK
2020 Oct 28BVLGARI HOTEL MIAMI BEACH27CITTERIOVIEL & PARTNERS
LOCATION
CONTEXT IMAGES - BOARDWALK VIEW 02
1. VERTICAL TOWER
ELEMENT NOW PAINTED
LIGHT GREY
2. SEAGULL HOTE
SIGNAGE PAINTED TO TOP
PARAPET
3. BALCONIES PAINTED
WHITE TO MATCH WALLS
2021 Jan 15BVLGARI HOTEL MIAMI BEACH3CITTERIOVIEL & PARTNERS
CURRENT PHOTOS
BVLGARI HOTEL MIAMI BEACHCITTERIO-VIEL & PARTNERS
CURRENT PHOTO
BVLGARI HOTEL MIAMI BEACHCITTERIO-VIEL & PARTNERS
RENDER OF PROPOSED DESIGN
BVLGARI HOTEL MIAMI BEACHCITTERIO-VIEL & PARTNERS
CURRENT PHOTO
BVLGARI HOTEL MIAMI BEACHCITTERIO-VIEL & PARTNERS
RENDER OF PROPOSED DESIGN
BVLGARI HOTEL MIAMI BEACHCITTERIO-VIEL & PARTNERS
CURRENT PHOTO
BVLGARI HOTEL MIAMI BEACHCITTERIO-VIEL & PARTNERS
CURRENT PHOTO
BVLGARI HOTEL MIAMI BEACHCITTERIO-VIEL & PARTNERS
RENDER OF PROPOSED DESIGN
4
1
3
2
BVLGARI HOTEL MIAMI BEACHCITTERIO-VIEL & PARTNERS
3D VIEWS
Scale
MASSING
1- EXISTING MASSING
4- EAST BLOCK ADDITION 5- SOUTHB LOCK ADDITION 6- ROOF BLOCK ADDITION
2- SOUTHB LOCK DEMOLITION 3-NEWA DDITIONS
EXISITNG
NEWCONSTRUCTION
BVLGARI HOTEL MIAMI BEACHCITTERIO-VIEL & PARTNERS
MASSING DIAGRAM
Proposed Revisions to
Seagull Building
Removal of 40+ Hotel Rooms
Additions Add Approximately 13,472 Square Feet
Building Height of 105’11”
Maximum Floor Area Ratio Remains 2.0
Oceanfront
FAR
W Hotel — 2.99
The Setai — 4.24
Shore Club — 3.0
Seagull — 2.0
Shelborne — 3.32
Raleigh Assemblage — 2.0
SETAI NORTH & SOUTH FACADE COMPARISON 21
1 SETAI PODIUM NORTH FACADE
2 SETAI PODIUM SOUTH FACADE
BUILDING DATA 04
BUILDING DATA COMPARISON
SETAI BVLGARI
F.A.R. 4.24 F.A.R. 2.0
HEIGHT 393'-7" N.G.V.D.
HIGHEST ARCH. PROJECTION
HEIGHT 122'-8"
HIGHEST ARCH. PROJECTION (PROPOSED)
38 FLOORS 9 FLOORS
ELEVATION SETAI AND BVLGARI 05
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LOBBY LEVEL
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2 1 TH
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107'-9" N.G.V.D.
TOP OF PARAPET
BVLGARI
105'-11" N.G.V.D.
TOP OF ROOF ELEVATION
BVLGARI HOTEL MIAMI BEACHCITTERIO-VIEL & PARTNERS
RENDER OF PROPOSED DESIGN
Project
BHI Miami Limited Corp.
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Miami Beach, FL 33139
(786) 785-6504
123456
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Revisions
Owner Information
Consultant
Date
Sheet No.
AR-0007972
Luis O. Revuelta
PERMIT SET
Scale
Project No.
Sheet Name
3/19/2019
AS SHOWN
1621
PROPOSED STREET VACATION- SITE PLAN
A-100
ALVARIÑAS | BÓSCOLO | RODRÍGUEZ
PL
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revuelta
architectureinternational
Miami
Santiago, Chile
revuelta-architecture.com
2950 SW 27TH AVE.SUITE 110MIAMI, FL 33133
T. 305.590.5000F. 305.590.5040
AREA FOR CIRCULAR STREET ENDDEED BOOK 1782 PAGE 363
(DIMENSIONS ILLEGIBLE)
EASTERLY LIMITS OF THE HISTORICAL
PRESERVATION BOARD ORDER
O.R.B. 20764 PAGE 2113
O.R.B. 22489 PAGE 4759
19
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53
5
DEE
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1
AGREED BUILDING LINE
DEED BOOK 1782 PAGE 363
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DEE
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178
2
PA
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3
19' PRIVATE ROAD
DEED BOOK 1727 PAGE 535
DEED BOOK 1974 PAGE 1
O.R.B
. 20
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O.R.B. 21521, PAGE 3067FLORIDA POWER & LIGHT EASEMENT
10' FLORIDA POWER &LIGHT EASEMENTO.R.B. 21780, PAGE 1529
LIMITS OF SEA OATS(BEACH DUNE)
(UNIOLA PANICULATA)(NATIVE)
LIMITS OF VEGETATION
(BEACH DUNE)
STORM MANHOLE
SANITARY MANHOLE
(ST
A
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O
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#A
-1
-A
)
250
.00
'
B
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2 0 T H S T R E E T
21st STREET
L O T 9
L O T 7
L O T 5
L O T 3
L O T 1
L O T 1 0
L O T 8
L O T 6
L O T 4
L O T 2
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L O T 3
L O T 2L O T 1
B L O C K B
C I T Y P A R K
PER PLAT BOOK 5 PAGE 7
EASTERLY EXTENSION LINE OF THENORTHERLY LINE OF LOT 2
PE
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10
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PA
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FOUND NAIL & DISK
LB3653 (10/6/20)
SET NAIL & DISKLB3653 (2/16/15)
19.4'
29.0'
8.6'
8.5'
SANITARY MANHOLE
25
.00'
25
.00
'
CATCH BASIN INLET
9.6'
9.6'
38.11'
11 .22
'
9 .9 '
10
.0 '
10' VEHICL
E
ACCESS
OVER D
U
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SANITARY MANHOLE
STORM MANHOLE
CATCH BASIN INLET
TRAFFICSIGNAL
1 STORY BUILDING
MULTI STORY BUILDINGSEAGULL HOTEL
FEN
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0.0'
NOR
T
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N 532207.71
E 786861.08
N 532388.68E 786728.92
N 532439.86E 786587.93
N 532206.24E 786498.85
N 532086.71E 786828.09
N 531987.97E 787100.06
N19
°57
'11
"E
30
0
.00
'
S70°02'49"E 150.00'
S70°02'49"E 180.00'
A S
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278.9'
287.9'
N19
°57
'11
"E
25
.00'
EA
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SET NAIL & DISKLB3653 (2/16/15)
S70°02'49"E 640.59'
52.44'
FOUND NAIL &DISK (8/19/02)ELEVATION 8.01
LIMITS OF BLOCK LINE
LIMITS OF COLUMN LINE
0.7'1.2'
14.6'0.7'
0.7
'
16.0'0.7'16.0'0.7'14.8'0.7'16.0'16.1'0.7'16.8'0.7'2.4'
1.7'
16.0'
0.7'
40 STORY BUILDING
B L O C K A BUILDING
1.8' WEST
22.3'
10
.0'
10
.2'
38
.1'
37.9'
22.22'DA
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, 19
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STORM MANHOLE
COMPANY MANHOLEFLORIDA POWER & LIGHT
FLORIDA POWER & LIGHTCOMPANY MANHOLE
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SANITARY MANHOLE
STORM MANHOLE
STORM MANHOLE
FLORIDA POWER & LIGHTCOMPANY MANHOLE
COMPANY MANHOLEFLORIDA POWER & LIGHT
SA
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DEPRESSED CURB
DEPRESSEDCURB
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CONCRETE SIDEWALK
CONCRETE SIDEWALK
SIGN POST(TYP.)
FLOWLINE
CURBDEPRESSED
WW
MONITORING
WELL (TYP.)
FILLER LID
COMPANY VAULT ROOMFLORIDA POWER & LIGHT
9.9'
FLORIDA POWER & LIGHTCOMPANY PVC PIPE
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14.3'
111.1'
14.2'
MU
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SO
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0 .1 '
NO
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WALL 0.05'
NORTH
260.3'
255.0'
DECORATIVELIGHT (TYPICAL)
1.0'
1.1'2.7'
18.9'
16.4'
18.9'2
ST
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POOL
POOL
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DRIVE-THRU AT
GROUND LEVEL
N
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4
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LIM
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WE
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1.00
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SQ
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C
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(TY
P
.)
FOUND NAILNO I.D. (10/6/20)
WOOD DECK
BA
R
A
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A
1.50'
SQU
A
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F
O
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W
I
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WALL
1.4'
9.8'
1.4'
1.6'
33.5'
1.4'
9.8'
1.4'
4.5'
1.6'
7 .8 '35.6'
76 .9 '
35.7'7 .8 '
4 .5 '
33
.5 '
33
.0 '
STAIRS
STAIRS
195.1'
202.8'
36.2'
49.4'
55.8'
0.65' SQU
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GAL
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(TYP
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0.65' SQ
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276.0'
274.5'
CON
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1 ' WIDE
W
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14
.2 '
14
.6 '
TRENCH DRAIN
VAULT
VAULT
CATCH BASIN
STORM MANHOLE
SANITARY MANHOLE
SANITARY MANHOLE
GA
S
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PH
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H
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SANITARY MANHOLE
LIMITS OF BEACH DUNE
(AS OF 1/5/05)
PARKING METER
77
.63
''
0.35
'
0.18'
S70°02'49"E150.00'
N19
°57'11"E
BU
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BU
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59 .06
'
COVERED PATIO
CONCRETE STEPS
STORM MANHOLE
LIMITS OF BEACH DUNE(AS OF 1/5/05)
EAST RIGHT OF WAY LINEOF COLLINS AVENUE
(STATE ROAD A-1-A)
(TYPICAL)IN CENTERWITH 16" PALMPLANTER
288.09'
N 532062.12E 786821.39
194.43'
18.18'
212.6'
355.6'
N 532037.58E 786816.89
(FEMA CERTIFICATION ONLY)
CATCH BASINCATCH BASIN
CATCH BASIN
CATCH BASIN
CATCH BASIN
CATCH BASIN
CATCH BASIN
CATCH BASIN
CATCH BASINCATCH BASIN
2.5' VALLEY GUTTER
3 '
WOO
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STEPS
TIL
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&
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5' WOOD FENCE
1 .0 '
FEN
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NO
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6' WOOD
10 .0 '
10
.0 '
TILE
CATCH BASIN INLET
PLANTERPLANTER
COVERED PATIO
0.80' SQUARECOLUMN (TYP.)
WATER FEATURE
CATCH BASIN
STORM MANHOLE
SANITARY MANHOLE
MANHOLE
MANHOLE
GREASE MANHOLE
SANITARY MANHOLE
CATCH BASIN
& FENCE8' IRON GATE
WATER & GASVALVE
TRENCH DRAIN
TR
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N
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FOUND SPIKE & DISKLB3653 (10/6/20)
270.5'
5' SQUARE PLANTER (TYP.)
129
.9'
9.3'9.3'
19.9'
9.3'
2.6'
3.5'
1.0
'
3.5'
3.5'1.1'
1.0'
9.4'3.5'1.5'
4.8'
75.9'
38.3
'
63.7'
124
.9'
4.8'
94.0'
1.3'
2.0'
1.3'2.0'
96.6'
2.8'
2.8'
96.5'
12
.5
'
4.2'
4.2'
0.7'
0.7'
15.1'
15.1'
2.3
'
2.3'
0.3'
0.3'
4.3
'
4.3'
20,859 SQUARE FEET
22,735 SQUARE FEET
12,220 SQUARE FEET
28.4'
3.0'
40.5'
5.6'
3.0'
2.093 SQUARE FEET
2 ,67
9
SQ
U
A
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E
F
E
E
T
(PUBLIC RIGHT OF WAY)
(GULFSTREAM AVENUE - PLAT)
(PU
B
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I
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I
G
H
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OF
WAY
)
(PARK AVENUE - PLAT)
(PUBLIC RIGHT OF WAY)25
.00
'
RIG
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PLA
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5
PA
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PLA
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PA
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7
RIG
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25
.00
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PL
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5
PA
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7
RIG
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A
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30.00'
RIGHT OF WAYPLAT BOOK 5PAGE 7PAGE 7PLAT BOOK 5RIGHT OF WAY
30.00'
30.00'30.00'
RIGHT OF WAYPLAT BOOK 5PAGE 7
CURBDEPRESSED
DEPRESSEDCURB
CU
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B
DE
P
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S
S
E
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N 532204.87E 786502.61
N 532271.18E 786686.27
WOOD DECK
12.3'
268.6'WOODDECK
15
.83
'N70°02'49"W
1
2
5
.
6
2
'
125
.00
'
N 532109.73E 787130.99
FOUND NAIL & DISK
LB3653 (10/6/20)
4501
4502
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45054506
4507
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45104511
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4586
4587
4588
4589 4590
4591
45924593
4594
4595 4596
4597
4598 4600
4601
4602
4603
4604
4605
4606
4607 4608
4609
4610
46114612
4613 4614
4615
4616
4617
4618
4619
4620
POOL
PROFILE A-1
PROFILE A-3
PROFILE A-2
460.65'S70°02'49"E
473.13'
S
1
4
°
1
5
'
1
6
"
W
N19
°57
'11
"E
5.1
'
0 .14
'
BU
I
L
D
I
N
G
SO
U
T
H
1-STORY BUILDING
1-STORY BUILDING
POOL
FLOOD ZONE XFLOOD ZONE AE (EL 8)
12.99'
7.8'
POOLDECK
BRICK
POOL
1-STORY BAR
8-ST
O
R
Y
B
U
I
L
D
I
N
G
6' HIGHWOOD FENCE
224.6'
D
SANITARY MANHOLE
CATCH BASIN
38 .8 '
24
.8 '
73.9'
53.2'
14.5'
225.9'
12.7'
51.1'
6.4'
31.7'
81.8'
87.0'10.5'
29.0'
6.8'
15.0'
182.2'
66.7'12
.0 '
11 .6'
19.4'
120.4'
17 .1'
122.2'
16.2'
6.3'
6.3'
223 SQUARE FEETA/C
5.1
'
VAULT
3.7
'
0 .13
'
BU
I
L
D
I
N
G
SO
U
T
H
POOLDECK
FLOOR ELEVATION 11.12
SHOWER
RAMP
59.87'
3.9
'
4.3
'
242.1'
233.81'
(POOR CONDITION)
GAS METER
FOUND SPIKE & DISKLB3653 (10/6/20)
FOUND 1/2" PIPE & CAP
LB3653 (10/6/20)
FOUND 1/2" PIPE & CAP
LB3653 (10/6/20)N 532109.73 E 787130.99
N 532231.48 E 787161.93
N 532388.68 E 786728.92
N 532271.18 E 786686.27
N 532328.72 E 786894.08
N 532207.71 E 786861.08
BRICK
BRICK
BRICK
BRICK
BRICK
PLAT BOOK 5 PAGES 7 & 8
OF THE MIAMI BEACH IMPROVEMENT COMPANY
AMENDED MAP OF THE OCEAN FRONT PROPERTY
17
.6'
175.70'284.95'
185.98'287.15'
172.09'
SOUTHEASTERLY EXTENSION OF THEDIVIDING LINE RUNNING EAST AND WESTBETWEEN THE LOTS IN BLOCK A
SOUTHEASTERLY EXTENSION OFTHE NORTH LINE OF BLOCK A
EA
S
T
E
R
L
Y
B
O
U
N
D
A
R
Y
OF
B
L
O
C
K
A
P.B . 5 , PG
S
. 7 & 8
1.8
'
1.9
'
OVERHANG
51.91'
113.43'
#190
1
#100 21ST STREET
#101 20TH STREET
#150 20TH STREET
DEPRESSEDCURB
MANHOLE
DEPRESSED CURB
PLANTER
PLANTER LANDSCAPED
FPL MANHOLE
1 .40
'
FEN
C
E
SO
U
T
H
W
SANITARY MANHOLE
FLOOR ELEVATION 6.66
SIAMESE FIRECONNECTIONRA
M
P
WO
O
D
F
E
N
C
E
BRICK
BACKFLOWPREVENTOR
DETECTORCHECK VALVE
M E T E R E D P A R K I N G
RAMP
ELEVATEDA/C SLAB
CATCH BASIN
4' HIGH WALL
SANITARY MANHOLE
TILE
TILE
TILE
RA
M
P
PLA
N
T
E
R
PLA
N
T
E
R
TRELLIS
A S
P
H
A
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V E
M
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AC AND POOL EQUIPMENT
MANHOLE
WIT
H
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C
A
P
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&
PLA
N
T
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R
BRICKBRICKBRICKBRICK
LOUNGE AREA
GATE
GATE
BRICK
BRICK10' HIGH WOOD FENCE GATES
AS
P
H
A
L
T
P
A
V
E
M
E
N
T
CAMERA ONPOLE
25.6'
41.8'
16.1'
6.9'
12.2'2.7'
3.6
'
93.7'
3.0'
1.1'
1.5'
51.6'
3.3'
7.4'
27.5'
7.9'29.5'
F
L
O
O
D
Z
O
N
E
X
OV
E
R
H
A
N
G
BRICK
10' CONCRETE SIDEWALK
CONCRETE
M E T E R E D P A R K I N G
LANDSCAPED
RETAINING WALL
BRICK RAMP
DEPRESSEDCURB
ASPHALT PARKING
BRICK
BRICK
BRICKBRICK
BRICK
BRICK
BRICK
VAULT
WALL
COVERED CONCRETE
OVERHANG
LA
N
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D
FENCE
GATE
NOT A P
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NOT A P
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NOT A P
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Z
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A
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(
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8
)
4599
WD
BRICK
BRICK
PLANTER
PARKINGMETER
0
DRAIN(TYP.)
D
NOT DESIGNATED PER PLAT
BU
L
K
H
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A
D
L
I
N
E
DEE
D
B
O
O
K
172
7
PAG
E
535
NOT SUBDIVIDED
AP
P
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CO
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PL
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FLO
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7' WOOD FENCE
6' WOOD FENCE
HANDICAPPOOL CHAIRON CONCRETE
LIGHT POLEBASE ONLY
PAINT STRIPE
2.5' CURB & GUTTER
TILE
0
HAND RAIL
MO
N
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T
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WE
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AUTOSPRINKLER
WALL WITH WOOD FENCE ATTACHED TO NORTH FACE OF WALL
END OF FENCE ATTACHED TO WALL
DEPRESSED CURB
DEPRESSED CURB
#9
#9
D
D
D
D
D
DD
D
D
DD
D
D7.95
7.95
7.97
7.97
7.987.897.93
7.957.957.957.95
7.957.97
7.95
7.97
7.98
8.02
7.93
7.96
7.97
7.98
7.967.99
7.98
7.977.96
7.96
7.95
7.977.977.96
7.96
7.947.95
7.98
7.96
7.967.978.04
8.017.997.97
7.94
7.97
7.93
7.98
7.96
7.96
7.92
8.01
7.98
7.987.96
7.9
7.94
9.119.119.119.08
9.52
FLOOR ELEVATION 7.96
7.727.67
7.66
BOTTOM OFWATER EL. 7.10
9.119.119.11
9.12
9.11
9.14
9.17
9.10
9.13
9.109.119.099.117.64
9.12
9.13
9.11
9.13
9.169.14
7.69
7.64
7.70
FLO
O
R
E
L
E
V
A
T
I
O
N
8.03
9.467.67
7.64
FLOOR ELEVATION 8.01
8.038.068.048.10
8.10
7.65
1.0'1.1'
STA
T
U
E
OVE
R
H
A
N
G
STA
T
U
E
8.0
7.69
7.627.7
8.1
7.87.39
7.737.98
7.947.78
6.586.986.98
6.70
6.57
7.067.12
6.766.83
7.06
7.19
7.33
7.19
7.357.22
7.16
7.23
7.797.49
7.26
7.25
7.18
RAMP
6.82
7.10
6.786.806.866.856.83
6.896.80
6.917.00
7.337.30
7.36
7.267.37
7.39
7.28
7.36
7.437.467.447.527.60
7.65
7.707.957.84
7.96
7.76
7.57
7.63
9.7
9 .5
7.998.03
7.99
9.0
9.3
9.8
7.81
7.98
7.988.22
8.22
7.56
7.928.27
8.11
7.668.16
8.21
8.09 8.36
7.95
7.78
8.318.09
8.038.05
7.19
7.39
7.62
8.14
7.497.41
7.92
7.26
7.47
7.98
8.13
7.85
7.60
7.53
7.03 7.16
7.24
7.51
7.90
7.85
7.95
7.667.086.946.82
7.57 7.998.01
8.04
8.00
7.95
7.877.897.68
8.24
7.417.32
7.46
WOOD FENCEON WALL
FLOOR ELEVATION 8.17
8.03
7.99
8.02
7.987.99 8.16
7.99
7.92
7.92
7.92
10.2
7.92 7.97
7.98 7.99
8.01
7.947.947.91
7.857.877.81
8.00
8.04
8.058.128.04
8.14
8.02
7.847.787.897.897.85
7.907.93
7.877.85
7.877.87
7.88
7.877.88
7.86
7.887.86
7.86
7.93
7.87
7.897.84
7.92
7.84
7.887.82
7.857.797.797.777.82
7.83
7.817.82
7.857.86 ELECTRICPANELFIRE PIT
8.03
8.24
8.02
STATUES
FLOOR ELEVATION 8.18
7.99 8.087.98
7.93
7.987.91
7.987.88
7.92 7.94
7.94 8.00
8.10 8.06
7.977.96
8.37.98.0
8.0 8 .1 8.9
7.97 7.94 7.93
7.92 7.91 7.90 7.89 7.90 7.95
STATUEVAULT
1' WIDE WALL
7.92 7.89 7.93
8.0
7.9
7.8
8.4
7.99 8.01 8.01
7.957.96
7.947.937.99
8.00 7.93
7.95 8.01
7.95 8 .00
7.948.00
7.95 8.02
8.00 7.95
8.02
7 .95
8.03
7.95 7.96
8 .03 8.037.96
7.92
7.967.92
7.93
7.977.96
7.96 7.98
7.95
7.93
7.93 7.95
7.93 7.94 7.947.96
7.98 7.88
HA
N
D
I
C
A
P
L
I
F
T
HAN
D
R
A
I
L
HANDRAIL(TYPICAL)
BENCH
CATCH BASINGRATE EL. 7.88
TRELLIS
7.918.07.87.8
7.87.97.78.7 9.3 9.4 8.9
9 .8
11 .0
11.0
10.5
STAND PIPE
TOWEL SHED
WATER FEATURE
WATER FEATURE
WATERWATERWATERWATERWATERWATER
PLANTERPLANTERPLANTERPLANTERPLANTERPLANTER
7.90
7.917.92
GAT
E
GATE
SANITARY MANHOLERIM EL. 7.87
FLOOR ELEVATION 8.02
ELECTRICMETER
TOP OF WALLEL. 9.66
OVERHANG
4 .7'13.2'
34
.1 '
17.8'
19.2'
1 STO
R
Y
BUI
L
D
I
N
G
(CO
V
E
R
E
D
)
COLUMN(TYPICAL)
COLUMN(TYPICAL)
12
.7'
SHOWER
7.94
7.917.93
7.91
7.877.89
7.90
7.91
7.89
7.867.88
7.90
7.90
7.91
7.96
10.71
10.7510.76 11.10 11.47
11 .55
11.47
7.94
11 .56
11 .82
11 .97
11.97 12.04
11.97
11.52
11.22
11.22 11.17 11 .15 11 .02 10 .72
15.1'
14 .3'
8.7
8.5
11.98
11.29
TRE
N
C
H
D
R
A
I
N
TILE
TILE
TILE
TILE
BENCH
PLANTER PLANTER
WELL MANHOLERIM EL. 7.93
FLOOR ELEVATION 8.05
COLUMN(TYPICAL)TILE
CONCRETE
TILE
TILE
TILETILE
TILE
TILE
TILE
PLA
N
T
E
R
PLA
N
T
E
R
GATE
10 .5
CAMERAON POLE
FUEL
TANK LIDWALL(TYPICAL)
12
34
56
78
9
101112131415
161718192021
222324252627282930313233343536373839404142434445464748 4950 51 52 53 54 55 56 57 58 59 6061 62 63 64 65 66 67 68
69 70
71
72 73 74
75
76 77 78
79 80
81 82 83 84
85
86 87
88 8990
91 92
93
94
95
9697
98
99
100
101102
103 104
105
106107108
109 110
111
112113114115116117
118
119
120121
122
123
124
125
126
127
128
129130
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
EASTERLY EXTENSION LINE OFTHE SOUTHERLY LINE OF LOT 2
LANDSCAPED
LANDSCAPED
LANDSCAPED
D
1-STORY BUILDING
LANDSCAPED
6' HIGH WOOD FENCE
BRICK
SHOWER
OVERHANG
VENT
A/C ONCONCRETESLAB
CONSTRUCTION STORAGEAREA (8/15/19)
EA
S
T
R
I
G
H
T
O
F
W
A
Y
L
I
N
E
OF
C
O
L
L
I
N
S
A
V
E
N
U
E
#18
TOP OF BUILDING EL. 107.4
TOP OF BUILDING EL. 92.9
TOP OF BUILDING EL. 107.4
TOP OF BUILDING EL. 29.2 TOP OF BUILDING EL. 26.0
TOP OF BUILDING EL. 29.2
TOP OF BUILDING EL. 20.6
TOP OF BUILDING EL. 134.3TOP OF BUILDING EL. 124.7
TOP GARAGE WALL EL. 105.4
TOP OF BUILDING EL.89.4
TOP OF BUILDINGEL. 88.6
TOP OF BUILDINGEL. 102.5TOP OF BUILDINGEL. 92.9
NOT A PART
RA
M
P
RA
M
P
MASTER
POOLEQUIPMENT GATE
1.50' WA
L
L
(TYP
.)
SHOWER
1 .50
'
CON
C
R
E
T
E
BAN
D
11.98
11.98
11.9611.97
PAVERS
11.91
11.94
DECORATIVEFOUNTAIN
WO
O
D
DEC
O
R
A
T
I
V
E
WO
O
D
FAC
A
D
E
00PUMPEQUIPMENT
0
0
BRICK
BR
I
C
K
9 .91
9.77
9.73
9.96
COLUMN
HANDRAIL (TYP.)
OVERHANG (TYP.)
PEDESTRIAN SIGNAL POLE
10.70
10.22
9 .70
9.64
9.65
9.68
9.88
11.96
11.97
12.05
12.07
KIT
C
H
E
N
A
R
E
A
40 .3 '
2.2'
3 .7 '
6.3'
7 .4 '
9.8'
29.1'
18.1'
10.31
10.04
9.82
9.83
9.97
10.03
38.2'
41.5'
20
.70 '
6 .9 '
11.1'
75 .17 '
8.4'
BEACH DUNE
PLANTER(TYP.)
9856
4' HIGH BARRIERTEMPORARY
FOUND 1/2" PIPE (0.10' WEST)I.D. NOT LEGIBLE (10/6/20)
STORM MANHOLE
6' HIGH
WOO
D
F
E
N
C
E
(POO
R
C
O
N
D
I
T
I
O
N
)
6 .0
6
.
0
7 .0
7
.
0
8 .0
8
.
0
8 .0
8 .0
9
.
0
9.09.0
9 .0
10.0
1
0
.
0
1
0
.
0
10
.0
9 .0
25
'
-
0
"
269'-5 1/2"
PROPOSED STREET VACATIONAREA= 6,736.28 S.F.
N
SCALE: 1" = 30'1 PROPOSED STREET VACATION - SITE PLAN
ZONING DISTRICT: RM-3 / RESIDENTIAL MULTI-FAMILY / HIGH INTENSITY
FAR= 2.0
VACATED AREA= 6,736.28 S.F.
TOTAL FAR= (2.0) * 6,736.28 = 13,472.56 S.F.
Project
BHI Miami Limited Corp.
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1521 Alton Rd.
Suite 403
Miami Beach, FL 33139
(786) 785-6504
123456
123456
A
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10
0
2
1
st
S
T
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MI
A
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I
BE
A
C
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,
FL
33
1
3
9
Revisions
Owner Information
Consultant
Date
Sheet No.
AR-0007972
Luis O. Revuelta
PERMIT SET
Scale
Project No.
Sheet Name
3/19/2019
AS SHOWN
1621
PROPOSED STREET VACATION- SITE PLAN
A-100
ALVARIÑAS | BÓSCOLO | RODRÍGUEZ
PL
U
M
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Miami
Santiago, Chile
revuelta-architecture.com
2950 SW 27TH AVE.SUITE 110MIAMI, FL 33133
T. 305.590.5000F. 305.590.5040
AREA FOR CIRCULAR STREET ENDDEED BOOK 1782 PAGE 363(DIMENSIONS ILLEGIBLE)
EASTERLY LIMITS OF THE HISTORICAL
PRESERVATION BOARD ORDER
O.R.B. 20764 PAGE 2113
O.R.B. 22489 PAGE 4759
19
'
PR
I
V
A
T
E
D
R
I
V
E
DE
E
D
B
O
O
K
17
2
7
PA
G
E
53
5
DE
E
D
B
O
O
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19
7
4
PA
G
E
1
AGREED BUILDING LINE
DEED BOOK 1782 PAGE 363
AG
R
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E
D
BU
I
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D
I
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LIN
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DE
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D
B
O
O
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17
8
2
PA
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36
3
19' PRIVATE ROAD
DEED BOOK 1727 PAGE 535
DEED BOOK 1974 PAGE 1
O .R
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20
9
3
9
,
PA
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04
5
7
10 ' FP
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O.R.B. 21521, PAGE 3067FLORIDA POWER & LIGHT EASEMENT
10' FLORIDA POWER &LIGHT EASEMENTO.R.B. 21780, PAGE 1529
LIMITS OF SEA OATS(BEACH DUNE)
(UNIOLA PANICULATA)
(NATIVE)
LIMITS OF VEGETATION
(BEACH DUNE)
STORM MANHOLE
SANITARY MANHOLE
(ST
A
T
E
R
O
A
D
#A
-1
-A
)
250
.00 '
B
L
O
C
K
C
BL
O
C
K
D
CO
L
L
I
N
S
A
V
E
N
U
E
2 0 T H S T R E E T
21st STREET
L O T 9
L O T 7
L O T 5
L O T 3
L O T 1
L O T 1 0
L O T 8
L O T 6
L O T 4
L O T 2
ER
O
S
I
O
N
C
O
N
T
R
O
L
L
I
N
E
L O T 3
L O T 2 L O T 1
B L O C K B
C I T Y P A R K
PER PLAT BOOK 5 PAGE 7
EASTERLY EXTENSION LINE OF THENORTHERLY LINE OF LOT 2
PE
R
P
L
A
T
B
O
O
K
10
5
PA
G
E
62
FOUND NAIL & DISK
LB3653 (10/6/20)
SET NAIL & DISKLB3653 (2/16/15)
19.4'
29.0'
8 .6 '
8 .5 '
SANITARY MANHOLE
25
.00
'
25
.00
'
CATCH BASIN INLET
9.6'
9.6'
38
.11
'
11 .22
'
9 .9 '
10
.0 '
10' VEHICL
E
A
C
C
E
S
S
OVER D
U
N
E
SANITARY MANHOLE
STORM MANHOLE
CATCH BASIN INLET
TRAFFICSIGNAL
1 STORY BUILDING
MULTI STORY BUILDING
SEAGULL HOTEL
FE
N
C
E
0.0'
NO
R
T
H
N 532207.71
E 786861.08
N 532388.68E 786728.92
N 532439.86E 786587.93
N 532206.24E 786498.85
N 532086.71E 786828.09
N 531987.97E 787100.06
N 19
°57
'11
"E
30
0
.00
'
S70°02'49"E 150.00'
S70°02'49"E 180.00'
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
A
S
P
H
A
L
T
P A
V
E
M
E
N
T
C
C
C C
CC
278.9'
287.9'
N 19
°57
'11
"E
25
.00
'
EA
S
T
R
I
G
H
T
O
F
W
A
Y
L
I
N
E
OF
C
O
L
L
I
N
S
A
V
E
N
U
E
SET NAIL & DISKLB3653 (2/16/15)
S70°02'49"E 640.59'
52.44'
FOUND NAIL &DISK (8/19/02)ELEVATION 8.01
LIMITS OF BLOCK LINE
LIMITS OF COLUMN LINE
0 .7 '1 .2 '
14.6'0.7
'
0.7
'16.0'0 .7 '16.0'0 .7 '14.8'0 .7 '16.0'16.1'0.7'16.8'0.7'2.4'
1.7'
16.0'0 .7 '
40 STORY BUILDING
B L O C K A BUILDING
1.8' WEST
22.3'
10 .0 '
10
.2 '
38
.1 '
37 .9 '
22.22'DA
T
E
D
: JU
N
E
15
, 19
7
6
STORM MANHOLE
COMPANY MANHOLEFLORIDA POWER & LIGHT
FLORIDA POWER & LIGHTCOMPANY MANHOLE
ST
O
R
M
M
A
N
H
O
L
E
FL
O
R
I
D
A
P
O
W
E
R
&
LIG
H
T
CO
M
P
A
N
Y
M
A
N
H
O
L
E
SA
N
I
T
A
R
Y
M
A
N
H
O
L
E
ST
O
R
M
M
A
N
H
O
L
E
MANHOLE
ST
O
R
M
M
A
N
H
O
L
E
SANITARY MANHOLE
STORM MANHOLE
STORM MANHOLE
FLORIDA POWER & LIGHTCOMPANY MANHOLE
COMPANY MANHOLEFLORIDA POWER & LIGHT
SA
N
I
T
A
R
Y
M
A
N
H
O
L
E
DEPRESSED CURB
DEPRESSED
CURB
CO
N
C
R
E
T
E
S
I
D
E
W
A
L
K
CONCRETE SIDEWALK
CONCRETE SIDEWALK
SIGN POST(TYP.)
FLOWLINE
CURBDEPRESSED
WW
MONITORING
WELL (TYP.)
FILLER LID
COMPANY VAULT ROOMFLORIDA POWER & LIGHT
9.9'
FLORIDA POWER & LIGHT
COMPANY PVC PIPE
CIT
Y
O
F
M
I
A
M
I
B
E
A
C
H
BU
L
K
H
E
A
D
L
I
N
E
PU
B
L
I
C
W
O
R
K
S
D
E
P
A
R
T
M
E
N
T
DR
A
W
I
N
G
N
U
M
B
E
R
S
M
-93
F
UP
D
A
T
E
D
A
P
R
I
L
19
9
7
30.00'
60.2'1.6
'50.9'
14.3 '
111.1'
14.2'
MU
L
T
I
-ST
O
R
Y
B
U
I
L
D
I
N
G
WA
L
L
0 .26
'
SO
U
T
H
WA
L
L
0 .0 '
SO
U
T
H
WA
L
L
0 .1 '
NO
R
T
H
WALL 0.05'NORTH
260.3'
255.0'
DECORATIVELIGHT (TYPICAL)
1 .0 '
1 .1 '2 .7 '
18.9'
16.4'
18.9'2
ST
O
R
Y
B
U
I
L
D
I
N
G
A S P H A L TP A V E M E N T
POOL
POOL
POOL
0 .8 '
DRIVE-THRU AT
GROUND
L
E
V
E
L
N
1
5
°
1
5
'
0
8
"
E
1
2
5
.
4
2
'
LIM
I
T
S
O
F
CO
L
U
M
N
L
I
N
E
0 .43
'
WES
T
1 .00
' SQ
U
A
R
E
C
O
L
U
M
N
(TY
P
.)
FOUND NAILNO I.D. (10/6/20)
WOOD DECK
BAR
A
R
E
A
1 .50
'
SQ
U
A
R
E
F
O
O
T
E
R
W
I
T
H
WALL
1.4'
9 .8 '
1.4'
1.6'
33
.5 '
1.4'
9 .8 '
1.4'
4 .5 '
1.6'
7.8'35.6'
76 .9 '
35.7'7.8'
4 .5 '
33
.5 '
33 .0 '
STAIRS
STAIRS
195.1'
202.8'
36.2'
49.4'
55.8'
0 .65 ' SQ
U
A
R
E
GA
L
V
A
N
I
Z
E
D
PO
S
T
O
N
C
E
N
T
E
R
(TYP
.)
PO
S
T
O
N
C
E
N
T
E
R
(TYP
.)
0.65' SQ
U
A
R
E
GA
L
V
A
N
I
Z
E
D
276.0'
274.5'
CO
N
C
R
E
T
E
1 '
WID
E
W
A
L
L
14 .2 '
14 .6 '
TRENCH DRAIN
VAULT
VAULT
CATCH BASIN
STORM MANHOLE
SANITARY MANHOLE
SANITARY MANHOLE
GA
S
V
A
L
V
E
PH
O
N
E
H
A
N
D
H
O
L
E
SANITARY MANHOLE
LIMITS OF BEACH DUNE(AS OF 1/5/05)
PARKING METER 77
.63
''
0 .35
'
0 .18
'
S70°02'49"E 150.00'
N 19
°57
'11
"E
BU
I
L
D
I
N
G
SO
U
T
H
SO
U
T
H
BU
I
L
D
I
N
G
59
.06
'
COVERED PATIO
CONCRETE STEPS
STORM MANHOLE
LIMITS OF BEACH DUNE(AS OF 1/5/05)
EAST RIGHT OF WAY LINE
OF COLLINS AVENUE
(STATE ROAD A-1-A)
(TYPICAL)IN CENTER
WITH 16" PALMPLANTER
288.09'
N 532062.12E 786821.39
194.43'
18.18'
212.6'
355.6'
N 532037.58E 786816.89
(FEMA CERTIFICATION ONLY)
CATCH BASIN CATCH BASIN
CATCH BASIN
CATCH BASIN
CATCH BASIN
CATCH BASIN
CATCH BASIN
CATCH BASIN
CATCH BASIN CATCH BASIN
2.5' VALLEY GUTTER
3 ' WOO
D
R
A
I
L
STEPS
TIL
E
&
WO
O
D
P
O
O
L
D
E
C
K
5' WOOD FENCE
1 .0 '
FEN
C
E
NO
R
T
H
6' WOOD
10 .0 '
10
.0 '
TILE
CATCH BASIN INLET
PLANTER PLANTER
COVERED PATIO
0.80' SQUARECOLUMN (TYP.)
WATER FEATURE
CATCH BASIN
STORM MANHOLE
SANITARY MANHOLE
MANHOLE
MANHOLE
GREASE MANHOLE
SANITARY MANHOLE
CATCH BASIN
& FENCE8' IRON GATE
WATER & GASVALVE
TRENCH DRAIN
TR
E
N
C
H
D
R
A
I
N
FOUND SPIKE & DISKLB3653 (10/6/20)
270.5'
5' SQUARE PLANTER (TYP.)
12
9
.9 '
9.3'9.3'
19.9'
9.3'
2.6'
3 .5
'
1.0
'3.5
'
3.5'1.1'
1 .0 '
9.4'3 .5 '1.5'
4.8'
75
.9 '
38
.3'
63.7'
124
.9
'
4.8'
94.0'
1.3'
2 .0 '
1.3'2 .0 '
96
.6
'
2.8'
2.8'
96 .5'
12 .5 '
4.2'
4.2'
0 .7 '
0 .7 '
15.1'
15.1'
2 .3 '
2 .3 '
0.3'
0.3'
4 .3 '
4 .3 '
20,859 SQUARE FEET
22,735 SQUARE FEET
12,220 SQUARE FEET
28
.4 '
3.0'
40 .5 '
5 .6 '
3.0'
2.093 SQUARE FEET
2,67
9
SQU
A
R
E
F
E
E
T
(PUBLIC RIGHT OF WAY)
(GULFSTREAM AVENUE - PLAT)
(PU
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
)
(PARK AVENUE - PLAT)
(PUBLIC RIGHT OF WAY)25
.00
'
RIG
H
T
O
F
W
A
Y
PL
A
T
B
O
O
K
5
PA
G
E
7
PL
A
T
B
O
O
K
5
PA
G
E
7
RIG
H
T
O
F
W
A
Y
25
.00
'
PL
A
T
B
O
O
K
5
PA
G
E
7
RIG
H
T
O
F
W
A
Y
30.00'
RIGHT OF WAY
PLAT BOOK 5PAGE 7 PAGE 7PLAT BOOK 5
RIGHT OF WAY
30.00'
30.00'30.00'RIGHT OF WAYPLAT BOOK 5PAGE 7
CURBDEPRESSED
DEPRESSEDCURB
CU
R
B
DE
P
R
E
S
S
E
D
N 532204.87E 786502.61
N 532271.18E 786686.27
WOOD DECK
12.3'
268.6'WOODDECK
15
.83
'N70°02'49"W
1
2
5
.
6
2
'
12
5
.00
'
N 532109.73
E 787130.99
FOUND NAIL & DISK
LB3653 (10/6/20)
4501
4502
4503
4504
4505 4506
4507
4508
4509
4510 4511
45124513
4514
4517
4518
4519
4520
4521
4522
4523
4524
4525
4526
4527
4528
4529
4530
4531
4532
4533
4534
4535
4536
4537
4538
45394540
4541
4542
4543
4544
4545
4546
4547
4548
4549
4550
4551
4552
4553
4554
45554556
4557
4558
4559
4560
45624563
45644565
4566
4567
4568
4569
4570
4571
4572
4573
4574
4576
4577
4578 4579 4580
4581
4582
4583
45844585
4586
4587
4588
4589
4590
4591
45924593
4594
4595 4596
4597
4598 4600
4601
4602
4603
4604
4605
4606
4607 4608
4609
4610
4611
4612
4613 4614
4615
4616
4617
4618
4619
4620
POOL
PROFILE A-1
PROFILE A-3
PROFILE A-2
460.65'S70°02'49"E
473.13'
S
1
4
°
1
5
'
1
6
"
W
N 19
°57
'11
"E
5.1
'
0 .14
'
BU
I
L
D
I
N
G
SO
U
T
H
1-STORY BUILDING
1-STORY BUILDING
POOL
FLOOD ZONE XFLOOD ZONE AE (EL 8)
12.99'
7.8'
POOLDECK
BRICK
POOL
1-STORY BAR
8-ST
O
R
Y
B
U
I
L
D
I
N
G
6' HIGH
WOOD FENCE
224.6'
D
SANITARY MANHOLE
CATCH BASIN
38
.8 '
24
.8'
73.9'
53.2'
14 .5 '
225.9'
12
.7 '
51.1'
6.4'
31.7'
81 .8 '
87.0'10 .5 '
29.0'
6.8'
15.0'
182.2'
66.7'
12
.0'
11 .6'
19.4'
120.4'
17
.1'
122.2'
16 .2'
6.3'
6.3'
223 SQUARE FEET
A/C
5.1
'
VAULT
3.7
'
0 .13
'
BU
I
L
D
I
N
G
SO
U
T
H
POOLDECK
FLOOR ELEVATION 11.12
SHOWER
RAMP
59.87'
3.9
'
4.3
'
242.1'
233.81'
(POOR CONDITION)
GAS METER
FOUND SPIKE & DISK
LB3653 (10/6/20)
FOUND 1/2" PIPE & CAPLB3653 (10/6/20)
FOUND 1/2" PIPE & CAP
LB3653 (10/6/20)N 532109.73 E 787130.99
N 532231.48 E 787161.93
N 532388.68 E 786728.92
N 532271.18 E 786686.27
N 532328.72 E 786894.08
N 532207.71 E 786861.08
BRICK
BRICK
BRICK
BRICK
BRICK
PLAT BOOK 5 PAGES 7 & 8
OF THE MIAMI BEACH IMPROVEMENT COMPANY
AMENDED MAP OF THE OCEAN FRONT PROPERTY
17 .6'
175.70'284.95'
185.98'287.15'
172.09'
SOUTHEASTERLY EXTENSION OF THEDIVIDING LINE RUNNING EAST AND WESTBETWEEN THE LOTS IN BLOCK A
SOUTHEASTERLY EXTENSION OFTHE NORTH LINE OF BLOCK A
EA
S
T
E
R
L
Y
B
O
U
N
D
A
R
Y
OF
B
L
O
C
K
A
P.B . 5 , PG
S
. 7 & 8
1.8
'
1.9
'
OVERHANG
51.91'
113.43'
#19
0
1
#100 21ST STREET
#101 20TH STREET
#150 20TH STREET
DEPRESSEDCURB
MANHOLE
DEPRESSED CURB
PLANTER
PLANTER LANDSCAPED
FPL MANHOLE
1 .40
'
FE
N
C
E
SO
U
T
H
W
SANITARY MANHOLE
FLOOR ELEVATION 6.66
SIAMESE FIRECONNECTION RA
M
P
WO
O
D
F
E
N
C
E
BRICK
BACKFLOWPREVENTOR
DETECTORCHECK VALVE
M E T E R E D P A R K I N G
RAMP
ELEVATED
A/C SLAB
CATCH BASIN
4' HIGH WALL
SANITARY MANHOLE
TILE
TILE
TILE
RA
M
P
PLA
N
T
E
R
PL
A
N
T
E
R
TRELLIS
A S
P
H
A
L
T
P A
V
E
M
E
N
T
AC AND POOL EQUIPMENT
MANHOLE
WIT
H
L
A
N
D
S
C
A
P
E
&
PL
A
N
T
E
R
BRICKBRICKBRICKBRICK
LOUNGE AREA
GATE
GATE
BRICK
BRICK10' HIGH WOOD FENCE GATES
AS
P
H
A
L
T
P
A
V
E
M
E
N
T
CAMERA ONPOLE
25.6'
41.8'
16 .1 '
6 .9 '
12.2'2.7 '
3.6
'
93.7'
3 .0 '
1.1'
1.5'
51.6'
3.3'
7 .4 '
27.5'
7 .9'29.5'
F
L
O
O
D
Z
O
N
E
X
OV
E
R
H
A
N
G
BRICK
10' CONCRETE SIDEWALK
CONCRETE
M E T E R E D P A R K I N G
LANDSCAPED
RETAINING WALL
BRICK RAMP
DEPRESSEDCURB
ASPHALT PARKING
BRICK
BRICK
BRICKBRICK
BRICK
BRICK
BRICK
VAULT
WALL
COVERED CONCRETE
OVERHANG
LA
N
D
S
C
A
P
E
D
FENCE
GATE
NOT A P
A
R
T
NOT A P
A
R
T
NOT A P
A
R
T
F
L
O
O
D
Z
O
N
E
A
E
(
E
L
8
)
4599
WD
BRICK
BRICK
PLANTER
PARKINGMETER
0
DRAIN
(TYP.)
D
NOT DESIGNATED PER PLAT
BU
L
K
H
E
A
D
L
I
N
E
DEE
D
B
O
O
K
172
7
PA
G
E
535
NOT SUBDIVIDED
AP
P
R
O
V
E
D
C
O
A
S
T
A
L
CO
N
S
T
R
U
C
T
I
O
N
CO
N
T
R
O
L
LIN
E
PL
A
T
B
O
O
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74
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FLOOR ELEVATION 7.96
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9.12
9.11
9.14
9.17
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FLOOR ELEVATION 8.01
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7.33
7 .19
7.35
7.22
7.16
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FLOOR ELEVATION 8.17
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7.987.88
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7.94 8.00
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7.90
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34.1 '
17.8'
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16 17 18 19 20 21
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124
125
126
127
128
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TOP OF BUILDING EL. 134.3TOP OF BUILDING EL. 124.7
TOP GARAGE WALL EL. 105.4
TOP OF BUILDING EL.89.4
TOP OF BUILDINGEL. 88.6
TOP OF BUILDINGEL. 102.5TOP OF BUILDINGEL. 92.9
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PROPOSED STREET VACATION
AREA= 6,736.28 S.F.
N
SCALE: 1" = 30'1 PROPOSED STREET VACATION - SITE PLAN
ZONING DISTRICT: RM-3 / RESIDENTIAL MULTI-FAMILY / HIGH INTENSITY
FAR= 2.0
VACATED AREA= 6,736.28 S.F.
TOTAL FAR= (2.0) * 6,736.28 = 13,472.56 S.F.
2020 Oct 28BVLGARI HOTEL MIAMI BEACH40CITTERIOVIEL & PARTNERS
NOT TO SCALE ROAD VACATION
Proposed Vacation
¥ C i t y R e l e a s e s E a s e m e n t T h r o u g h
Vacation.
¥ In Exchange, Owner Will Provide New
Easement Providing Same Public Access
and Use.
¥ No Changes to the Road Other than
Typical Project Improvements.
City Vacations — 1917
Ordinance 96
Vacated 23rd Street
East of Collins for
Roney Plaza
Development
City Vacations — 1998
Resolution 98-22750
Vacated Portion of
Lincoln Road East of
Collins for Ritz
Carlton
City Vacations — 2014
Resolution
2014-28754
Vacated 87
Terrace East of
Collins for 87 Park
Redevelopment
City Vacations — 2019
Resolution
2019-30927 Vacated
Portions of Three
Roads East of Collins
for Ocean Terrace
Redevelopment
Proposed Public Benefits
Public Benefit Payment of $7,400,000
Beach Access Walk Improvements and
Perpetual Maintenance
City Appraisal Report
Based on
Comparable Sales,
Value is $549.26
Per Square Foot of
Floor Area or
$7,400,000
CBRE VALUATION & ADVISORY SERVICES
APPRAISAL REPORT
SOUTH HALF OF 21 ST STREET 100 21ST STREET MIAMI BEACH, FLORIDA 33139 CBRE FILE NO. 20-341 SE-9460-1
CLIENT: CITY OF MIAMI BEACH, PUBLIC WORKS DEPARTMENT
CBRE
Proposed Public Benefit
Payment Schedule
$750,000 30 Days Following Development Board Approvals
Becoming Final and Non-Appealable
$3,325,000 Prior to the Issuance of Building Permit for New
Construction
$3,325,000 Prior to the Issuance of a TCO for New
Construction Allowing Public Occupancy
Beachwalk Improvements
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SCALE: 1" = 8'
RIGHT-OF-WAY CANOPY PLAN1
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811 E Las Olas Blvd.Suite 9Fort Lauderdale, FL 33301
(954) 361-4721
THRESHOLD
Stephen Michael Callahan
LA6667206
Landscape Architect
2950 SW 27TH AVE.SUITE 110MIAMI, FL 33133
T. 305.590.5000F. 305.590.5040
revuelta-architecture.com
MiamiSantiago, Chile
architectureinternational
revuelta
02/08/2021
HPB SUBMITTAL
DESIGN ARCHITECT
BV
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RIGHT-OF-WAY CANOPY PLAN
2005
AS SHOWN
Sheet Name
Project No.
Scale
Sheet No.
Date
Owner Information
Revisions
1521 Alton Rd.Suite 403Miami Beach, FL 33139
(786) 785-6504
BHI Miami Limited Corp.
Project
NOTE: Conceptual Design still subject further review and approval by the Owner and the City
Installation and Perpetual Maintenance of New Plantings and
New and Existing Access Points
New Public
Access to
Property
New Plantings
Existing Access
to Property
Beachwalk Improvements
The Owner shall install and maintain all
Enhancements in a manner consistent with
the quality the Owner provides to the
open areas of the Owner’s Property and in
accordance with the City’s Routine Ground
Maintenance Specifications
Beachwalk Improvements
Monitoring of the City Property. The Owner shall include the City
Property within its security monitoring plan for the Owner’s
Property to the extent authorized by the City and allowable
under applicable law. Such authorized security monitoring plan
shall require, at a minimum, 24/7video recording of the City
Property and all such video recordings shall be retained by the
Owner for a period of at least thirty (30) days. As the Owner’s
security staff only has limited (citizen) arrest powers, and in order
to enhance public safety within the City Property, the Owner’s
security staff shall coordinate any enforcement action pertaining
to alleged criminal law violation(s) with the Miami Beach Police
Department.
Estimated Economic Benefits
of Development
717 Non-Recurring Direct and Indirect Construction Jobs
321 Recurring Direct and Indirect Jobs
$48,000,000 in Non-Recurring Gross Domestic Product
$33,000,000 in Recurring Gross Domestic Product
Estimated Recurring Fiscal
Benefits to City
$450,000 in Annual Ad Valorem Taxes
$1,700,000 in Annual Hotel Occupancy,
Sales, and Local Business Taxes
additions to contributing structures in
a historic district and individually
designated historic buildings—200.
(c) Notwithstanding the above, for oceanfront lots located within a locally designated historic
district or site, but not within the architectural district, with less than 400 feet of lineal frontage
along Collins Avenue and containing at least one contributing structure, the maximum
building height for ground floor additions to existing structures, whether attached or detached,
shall be as follows:
(1) For existing structures greater than five stories in height, the maximum height shall be
limited to ten stories or the height of the roof line of the main structure on site, whichever
is less. At the discretion of the historic preservation board, the maximum height of the
ground floor addition may exceed ten stories if the existing and surrounding structures
are greater than five stories in height, provided the addition is consistent with the scale
and massing of the existing structure.
(2) For existing structures five stories or less in height, the maximum height shall be limited
to five stories.
Additionally, the proposed addition shall not substantially reduce existing or established
view corridors, nor impede the appearance or visibility of architecturally significant
portions of an existing structure, as determined by the historic preservation board.
(d) Notwithstanding the above, for oceanfront lots with no frontage on Collins Avenue located in
the architectural district, the overall height of an attached ground floor additions may exceed
five stories and 50 feet, but shall not exceed the height of the roof line of the structure
attached to, provided all of existing contributing structure plus the height of any rooftop
addition approved by the historic preservation board in accordance with 142-1161(d)(5), up
to a maximum height of 120 feet, if the following conditions are satisfied:
(1) The proposed addition shall consist of the expansion of existing hotel units only and shall
not result in an increased number of units.
(2) The proposed additions shall be for hotel units only. A restrictive covenant, running with
the land, or other similar instrument enforceable against the owner(s), acceptable to and
approved as to form by the city attorney, shall be required to ensure that the units remain
as hotel units for a minimum of 30 years. If the applicant is unable to provide such a
covenant, this requirement may be waived by the city manager if it is demonstrated that
the project provides an extraordinary public benefit to the surrounding area.
(1) The proposed addition shall not be attached to front, or street side or oceanfront
elevations, nor along any other principal elevations or facades, as determined by the
historic preservation board.
(2) The proposed additions shall not substantially reduce existing or established view
corridors, nor impede the appearance or visibility of architecturally significant portions of
an existing structure, as determined by the historic preservation board.
(e) A ground floor addition relocating existing hotel units shall also meet the following conditions,
Page 183 of 1252
Code Revisions
in addition to subsection (d)(2)—(4) above:
(1) There shall be no neighborhood impact establishment, dancehall or entertainment use in
the area of the proposed addition;
(2) No new outdoor or open air entertainment establishment shall be created on the property.
Outdoor or open air entertainment establishments existing as of the effective date of this
subsection (November 24, 2012) may continue but shall not be expanded if a property
avails itself of this provision.
(3) Upon approval of the proposed addition by the historic preservation board, no building
greater than two stories or 25 feet in height shall be constructed between the rear of the
building and westward line of the dune overlay district. This provision shall not be subject
to variance.
(4) Notwithstanding the provisions in subsection 142-1161(d), if the building presently
contains unoccupied but built spaces enclosed on at least three sides by existing walls
of a height that would conceal a new roof, such as false parapets or storage rooms,
those spaces may be further enclosed as habitable floor area, up to the permitted floor
area; and
(5) No new commercial uses shall be permitted on the rooftop or any open air decks of the
existing structure or proposed addition.
(f)(e) Notwithstanding the above, for oceanfront lots located in the architectural district, with a lot
area greater than 115,000 square feet, a ground floor addition, whether attached or
detached, may exceed 50 feet in height, but shall not exceed 200 feet in height, in
accordance with the following provisions:
(1) Placement of the structure. The ground floor addition shall be located internal to the
site, and shall be set back a minimum of 100 feet from the front property line, 75 feet
from the street side property lines, and 100 feet from the rear (oceanfront) property line.
(2) Limits on the floorplate of additions exceeding 50 feet in height. The maximum floor
plate size for the portion of an addition that exceeds 50 feet in building height is 15,000
square feet per floor, excluding projecting balconies. The historic preservation board may
approve an increase in this overall floor plate, up to a maximum of 20,000 square feet
per floor, excluding balconies, in accordance with the certificate of appropriateness
criteria in chapter 118, article X of these land development regulations.
SECTION 2. Chapter 142, “Zoning Districts and Regulations,” Article IV "Supplementary District
Regulations" Division 5 "Height Regulations" of the Land Development Regulations of the Code
of the City of Miami Beach, Florida is hereby amended as follows:
DIVISION 5. - HEIGHT REGULATIONS
Sec. 142-1161. - Height regulation exceptions.
For all districts, except RS-1, 2, 3 and 4 (single-family residential districts).
* * *
(d) Rooftop additions.
(1) Restrictions. There shall be no rooftop additions to existing structures in the
following areas: oceanfront lots within with frontage on Collins Avenue in the Miami
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5 of 8
Beach Architectural District in the RM-3 or CD-3 zoning districts; non-oceanfront
lots fronting Ocean Drive in the MXE zoning district. No variance from this provision
shall be granted.
(2) Additional regulations. Existing structures within an historic district shall only be
permitted to have habitable one-story rooftop additions (whether attached or
detached), with a maximum floor to ceiling height of 12 feet except as hereinafter
provided. No variance from this provision shall be granted. The additions shall not
be visible when viewed at eye level (5'—6" from grade) from the opposite side of
the adjacent right-of-way; for corner properties, said additions shall also not be
visible when viewed at eye level from the diagonal corner at the opposite side of
the right-of-way and from the opposite side of the side street right-of-way.
Notwithstanding the foregoing, the line-of-sight requirement and maximum ceiling
height may be modified as deemed appropriate by the historic preservation board
based upon the following criteria: (i) the addition enhances the architectural
contextual balance of the surrounding area; (ii) the addition is appropriate to the
scale and architecture of the existing building; (iii) the addition maintains the
architectural character of the existing building in an appropriate manner; and (iv)
the addition minimizes the impact of existing mechanical equipment or other
rooftop elements.
(3) Lincoln Road hotel additions. Notwithstanding the foregoing, a multistory rooftop
addition, for hotel uses only, may be permitted for properties on Lincoln Road,
located between Pennsylvania Avenue and Lenox Avenue, in accordance with the
following provisions:
a. For properties on the north side of Lincoln Road, a multistory rooftop addition
shall be set back at least 75 feet from Lincoln Road and at least 25 feet from
any adjacent side street. Additionally, the multistory addition may be
cantilevered over a contributing building.
b. For properties located on the south side of Lincoln Road, a multistory rooftop
addition shall be set back at least 65 feet from Lincoln Road.
c. The portion of Lincoln Lane abutting the subject property, as well as the
remaining portion of Lincoln Lane from block-end to block-end, shall be fully
improved subject to the review and approval of the public works department.
d. Participation in the public benefits program, pursuant to subsection 142-337(d),
shall be required in order for a hotel project to avail itself of a multistory rooftop
addition.
e. There shall be a limit of 500 hotel units for hotel projects including a multistory
rooftop addition that are constructed between Pennsylvania Avenue and
Lenox Avenue.
(4) [Placement and manner of attachment.] The placement and manner of attachment
of all additions (including those which are adjacent to existing structures) are
subject to historic preservation board approval.
(5) Collins Waterfront Historic District, and Morris Lapidus/Mid-20th Century Historic
District and oceanfront lots with no frontage on Collins Avenue within the Miami
Beach Architectural District in the RM-3 zoning district. Notwithstanding the
foregoing provisions of subsection 142-1161(d)(2), certain types of existing
Page 185 of 1252
6 of 8
structures located within the Collins Waterfront Historic District and Morris
Lapidus/Mid-20th Century Historic District and oceanfront lots with no frontage on
Collins Avenue within the Miami Beach Architectural District may be permitted to
have habitable rooftop additions (whether attached or detached) according to the
following requirements:
a. Height of rooftop additions permitted for structures of five stories or less:
1. Existing buildings of five or less stories may not have more than a one story
rooftop addition, in accordance with the provisions of subsection 142-
1161(d)(2). Additionally, at the discretion of the historic preservation
board, pursuant to certificate of appropriateness criteria, the maximum
floor to ceiling height may be increased to 15 feet within the Morris
Lapidus/Mid-20th Century Historic District.
b. Height of rooftop additions permitted for hotel structures of greater than five
stories:
1. For those structures determined to be eligible by the historic preservation
board for rooftop additions of greater than one story in height according
to the provisions of subsection c. (7) below, one story is allowed per every
three stories of the existing building on which the addition is to be placed,
to a maximum of four additional rooftop addition stories, with a maximum
floor to floor height of 12 feet, and a maximum floor to roof deck height of
12 feet at the highest new story. The additional stories shall only be
placed on the underlying structure creating the eligibility for an addition.
Additionally, at the discretion of the historic preservation board, pursuant
to certificate of appropriateness criteria, the maximum floor to ceiling
height may be increased to 15 feet within the Morris Lapidus/Mid-20th
Century Historic District, and on oceanfront lots with no frontage on
Collins Avenue within the Miami Beach Architectural District for up to two
floors of a permitted roof-top addition.
2. Rooftop additions permitted under this subsection, which are greater than
one story, shall be for the sole purpose of hotel unit development. A
restrictive covenant in a form acceptable to the city attorney committing
the property to such hotel use, subject to release by the historic
preservation board when such board determines that the restriction is no
longer necessary, shall be recorded prior to the issuance of any building
permit for a rooftop addition greater than one story.
(6) North Beach Resort Historic District. Notwithstanding the foregoing provisions of
subsection 142-1161(d)(2), existing structures located within the North Beach
Resort historic district may be permitted to have habitable rooftop additions
(whether attached or detached) according to the following requirements:
a. Existing buildings of five or less stories may not have more than a one story
rooftop addition, in accordance with the provisions of subsection 142-
1161(d)(2).
b. For those structure determined to be eligible by the historic preservation board
for rooftop additions of greater than one story in height, according to the
provisions of subsection (7) (5) below, existing buildings six or more stories
may have a two story rooftop addition with a maximum floor to floor height of
Page 186 of 1252
7 of 8
12 feet, and a maximum floor to roof deck height of 12 feet at the highest new
story. The additional stories shall only be placed on that portion of the
underlying structure creating the eligibility for an addition.
(7) Design and appropriateness guidelines. In determining if existing structures are
eligible for rooftop additions, the historic preservation board, in addition to any and
all other applicable criteria and guidelines contained in these land development
regulations, shall consider whether:
a. The design of an existing structure (or part thereof) to which a new rooftop
addition is to be attached is of such nature or style that it does not contain any
significant original architectural crown element(s) or other designed
composition of significant architectural features, nor does the overall profile of
the structure including its rooftop design features have a distinctive quality that
contributes to the special character of the historic district, as determined by
the historic preservation board. Significant rooftop or upper facade elements
or features may include but shall not be limited to towers, domes, crowns,
ziggurats, masts, crests, cornices, friezes, finials, clocks, lanterns, original
signage and other original architectural features as may be discovered.
b. The proposed rooftop addition shall be designed, placed and attached to an
existing structure in a manner that:
1. Does not obscure, detract from, or otherwise adversely impact upon other
significant architectural features of the existing structure, inclusive of
significant features that are to be, or should be, restored or reconstructed
in the future;
2. maintains the architectural contextual balance of the surrounding area and
does not adversely impact upon or detract from the surrounding historic
district;
3. Is appropriate to the scale and architecture of the existing building;
4. Maintains the architectural character of the existing building in an
appropriate manner;
5. Does not require major demolition and alterations to existing structural
systems in such manner as would compromise the architectural character
and integrity of the existing structure; and
6. Minimizes the impact of existing mechanical equipment or other rooftop
elements.
c. The placement and manner of attachment of additions (including those which
are adjacent to existing structures) are subject to the historic preservation
board granting a certificate of appropriateness for any demolition that may be
required as well as for the new construction.
d. The entire structure shall be substantially rehabilitated.
e. Notwithstanding the foregoing, the overall height of any structure located in the
Collins Waterfront Historic District or the North Beach Resort Historic District
may not exceed the height limitations of the underlying zoning district. No
additional stories may be added under this section through height variances
from the underlying zoning district regulations.
Page 187 of 1252
RELATIONSHIP BETWEEN THE SEAGULL HOTEL AND THE SETAI TOWER
2/4/2021
SITE PLAN EXISTING BUILDING 09
1,000 FEET
SETAI TOWER
CO
L
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I
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S
A
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.
20th STREET
21th STREET
COLLINS PARK
SETAIHOTEL
SEAGULL HOTEL
SUITE01
SUITE02
SUITE03
SUITE04
SUITE05
SITE PLAN NEW BUILDING 10
124'-9"
86'-9"
SETAI TOWER
CO
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20th STREET
21th STREET
COLLINS PARK
SETAIHOTEL
SUITE01
SUITE02
SUITE03
SUITE04
SUITE05
SEAGULL HOTEL SOUTH WEST CORNERTO BE DEMOLISHED
SEAGULL SOUTH WEST
CORNER AREA TO BE
DEMOLISHED
LEGEND
SEAGULL SOUTH ADDITION
SETAI HOTEL EAST FACADE STRAIGHT VIEWS ABOVE LEVEL 4 11
12'-0"
8'-4"
9'-0"
8'-4"
8'-4"
8'-4"
8'-4"
8'-4"
8'-4"
8'-4"
8'-5"
43'-8"
53'-8"
33'-8"
LV. 1
LV. 2
LV. 3
LV. 4
LV. 5
LV. 6
LV. 7
LV. 8
LV. 1
LV. 2
LV. 3
LV. 4
LV. 5
LV. 6
LV. 7
LV. 8
LV. 9
LV. 10
LV. 10B
LV. 11
WINDOWS LEVEL 5
WINDOWS LEVEL 4
WINDOWS LEVEL 3
STRAIGHT EAST VIEWS AT 30' IN HEIGHT
LEVEL 3 HOTEL WINDOWS AT 33'-8" IN HEIGHT
SETAI HOTEL SETAI TOWER
STRAIGHT EAST VIEWS AT 42' IN HEIGHT
LEVEL 4 HOTEL WINDOWS AT 43'-8" IN HEIGHT
STRAIGHT EAST VIEWS AT 54' IN HEIGHT
LEVEL 5 HOTEL WINDOWS AT 53'-8" IN HEIGHT
AS PER THE SETAI HOTEL
CONSTRUCTION DRAWINGS
THE EAST FACADE OF THE
HOTEL HAS STRAIGHT OCEAN
VIEWS ABOVE LEVEL 4
OCEAN VIEWS FULLY BLOCKED BY VEGETATION OCEAN VIEWS EXTREMELY LIMITED THROUGH
VEGETATION
OCEAN VIEWS FROM LEVEL 5 THROUGH 8
EAST FACADE SETAI HOTEL KEYS OCEAN VIEWS PARTIALLY AFFECTED BY SOUTH ADDITION 11
SUITE01
NEW BVLGARI HOTEL
SETAI TOWER
CO
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.SUITE02
SUITE03
SUITE04
SUITE05
SUITE01
NEW BVLGARI HOTEL
SETAI TOWER
CO
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A
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.SUITE02
SUITE03
SUITE04
SUITE05
SUITE01
NEW BVLGARI HOTEL
SETAI TOWER
CO
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A
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.SUITE02
SUITE03
SUITE04
SUITE05
SUITE01
NEW BVLGARI HOTEL
SETAI TOWER
CO
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A
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.SUITE02
SUITE03
SUITE04
SUITE05
SUITE01
NEW BVLGARI HOTEL
SETAI TOWER
CO
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A
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.
SUITE03
SUITE04
SUITE01
NEW BVLGARI HOTEL
SETAI TOWER
CO
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.SUITE02
SUITE03
SUITE04
SUITE05
SETAI HOTEL FLOOR PLAN LEVEL 2
SETAI HOTEL
- TOTAL 87 KEYS
- UNOBSTRUCTED OCEAN VIEWS
BETWEEN SEAGULL AND SETAI
TOWER STARTING ON LEVEL 5
EXISTING VIEWS FULLY BLOCKED BY VEGETATION
SETAI HOTEL FLOOR PLAN LEVEL 3
SETAI HOTEL FLOOR PLAN LEVEL 4
EXISTING VIEWS EXTREMELY LIMITED THROUGH TOP OF VEGETATION
SETAI HOTEL FLOOR PLAN LEVEL 5
OCEAN VIEWS
SETAI HOTEL FLOOR PLAN LEVEL 6
OCEAN VIEWS
SETAI HOTEL FLOOR PLAN LEVEL 7
OCEAN VIEWS
3 SETAI KEYS HAVE STRAIGHTVIEWS AFFECTED BY SEAGULLSOUTH ADDITION
EXISTING VIEWS FULLY BLOCKED BY VEGETATION
3 SETAI KEYS HAVE EXISTINGAND UNOBSTRUCTEDDIAGONAL VIEWS PARTIALLYAFFECTED BY SEAGULL SOUTHADDITION
LEGEND
SETAI HOTEL - SUITE 01 SIGHT LINE 12
SUITE01
NEW BVLGARI HOTEL
SETAI TOWER
CO
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20th STREET
21th STREET
COLLINS PARK
W HOTEL
22nd STREET
SETAI HOTEL - SUITE 02 SIGHT LINE 13
SUITE02
NEW BVLGARI HOTEL
SETAI TOWER
CO
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A
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.
20th STREET
21th STREET
COLLINS PARK
W HOTEL
SETAI HOTEL - SUITE 03 SIGHT LINE 14
SUITE03
NEW BVLGARI HOTEL
SETAI TOWER
CO
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A
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.
20th STREET
21th STREET
COLLINS PARK
W HOTEL
SETAI HOTEL - SUITE 04 SIGHT LINE 15
SUITE04
NEW BVLGARI HOTEL
SETAI TOWER
CO
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A
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.
20th STREET
21th STREET
COLLINS PARK
W HOTEL
SETAI HOTEL - SUITE 05 SIGHT LINE 16
VIEWS MOSTLY COVER BY SETAI TOWER
SUITE05
NEW BVLGARI HOTEL
SETAI TOWER
CO
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A
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.
20th STREET
21th STREET
COLLINS PARK
W HOTEL
SETAI HOTEL - SUITE 11 SIGHT LINE 17
VIEWS MOSTLY COVER BY SETAI TOWER
NEW BVLGARI HOTEL
SETAI TOWER
CO
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A
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.
20th STREET
21th STREET
COLLINS PARK
SUITE11
W HOTEL
SETAI HOTEL - SUITE 13 SIGHT LINE 18
VIEWS MOSTLY COVER BY SETAI TOWERAND SHORELINE HOTEL BUILDINGS
NEW BVLGARI HOTEL
SETAI TOWER
CO
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A
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.
20th STREET
21th STREET
COLLINS PARK
SUITE13
W HOTEL
SETAI HOTEL VIEWS THROUGH COLLINS PARK 19
LEVEL 7LEVEL 6LEVEL 5LEVEL 4
LEVEL 8
NO OCEAN VIEWS BELOW LEVEL 4
OCEAN VIEWS THROUGH COLLINS PARK
VIEW FROM SUITE 01 ABOVE LEVEL 4SETAI HOTEL KEYS 01 THROUGH 05 VIEW
THROUGH COLLINS PARK
SUITE 01, 02, 03, 04 & 05 HAVE
OCEAN VIEWS THROUGH
COLLINS PARK
SUITE 05
SUITE 04
SUITE 03
SUITE 02
SUITE 01
SETAI HOTEL OCEAN VIEWS BLOCKED BY SETAI TOWER 20
SETAI HOTEL SUITE 13 AFFECTED BYSETAI TOWER PARKING GARAGE
SETAI HOTEL SUITE 11 AFFECTED BY
SETAI TOWER PARKING GARAGE
SUITE 13
LINE
SUITE 11LINE