Proposed Projectpart 2
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+5'-6" NGVD
24'-0"
PROPOSED MIN. SETBACK VARIANCE OF 20 FT ON WEST AVENUE WHERE 35 FT WOULD BE REQUIRED
368'-9"
STREET ELEV. +4'-9" NGVD
REQUIRED MIN. SETBACK OF 35 FT ALONG WEST AVENUE
" '-0
12
DN 0" 4'-
40
-0"
'
'-
V. LE D Y V BB NG LO -0" ' +9
K. C A SF
P 15 YS ') BA R 40 G E N G 'x I AD AR (12 LO R L KS FO UC TR
P ME 0 SF
"
0 1,2
0 8'-
"
IL MA SF
PRIVATE TERRACE
DN 0" 5'-
VD NG
RE
+9'-0" NGVD
LOADING BAY (10' x 20')
7'-4" STREET ELEV. +3'-0" NGVD
12'-0"
10'-0"
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
+4'-0" NGVD
RAMP UP 6" AT 5%
PLANTER +4'-0" NGVD
22'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
13'-11" 18'-0"
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
16'-0"
250'-0"
AN
PL
0
54
UP 24'-0"
22'-0" +9'-0" NGVD
55'-7"
29'-5"
25'-0"
49'-6"
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
STREET ELEV. +4'-6" NGVD
R TE
+
PLANTER
+5'-0" NGVD
+
+9'-0" NGVD
10'-6"
G "N
4
36'-0"
PLANTER
0 9'-
18'-0"
0" VD
WALKWAY ABOVE
61'-5"
+9
'-
7
G
N 0"
+9
N 0"
2,1
VD
6 SHORT-TERM BICYCLE SPACES (RETAIL)
7'-8"
+4'-0" NGVD
L IA T N DE BY I S B F RE LO 5 S
42" H. GLASS RAILING
VALET STAND
+8'-6" NGVD
TU GE A A FE GN I R E /S AT LL W A W +3'-6" NGVD
COMM. TRASH LOADING ZONE (12' x 35')
'-0
6,375 SF
E AT IV V. PR LE E
D GV
GROUND LEV. +9'-0" NGVD
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
SIGNAGE
PLANTER
+3'-6" NGVD
10'-0"
FP&L TRANSFORMER PAD (600 ALTON SITE) BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER
PLANTER
+3'-6" NGVD
10'-0"
DN 5'-6"
+9'-0" NGVD
PLANTER
PLANTER
12'-2"
NG DI A O .L Y ) SI BA 20' E x R 0' (1
12
LOADING AREA
. SI RE EV. L E
./ SI RE IRE . F EV EL
. SI RE EV. L E
17'-0"
+9'-0" NGVD
PLANTER
COMM. LOADING / COMM. LOADING ZONE (12' x 35')
G IN AD O .L Y ) SI BA 20' x RE 0' (1
DI OA .I L AY 0') S B 2 x RE 0' (1
2'-0"
GATE
OA . L AY 0') I S B 2 x RE 0' (1
+8'-6" NGVD
COMM. LOADING ZONE (10' x 20')
DN 0 " 4'-
NG
+3'-3" NGVD
STREET ELEV. +3'-0" NGVD
VD NG
COMMERCIAL VALET DROP OFF
STREET ELEV. +8'-6" NGVD
H
F
VAN ACCESSIBLE
VAN ACCESSIBLE
BO
./ RV SE IRE . F EV EL
R SE
NG DI
6TH STREET
GATE
NG
'-0 +9
+8'-6" NGVD
PLANTER
'-
+8
E AT IV V. PR LE E
+
DI OA L Y ) . SI BA 20' x RE ' 0 (1
PROPOSED ADDITIONAL TURN LANE (FINAL DESIGN TBD)
ER
2 1:1 PE O SL
PLANTER
"
0" 8'-
GV
G "N
SH
'-0 +8
S
210'-0"
8'-6"
N 6"
VD
E AT IV V. PR LE E
V.
3
VD NG
5'
5 38
2
A F TR 10 S
2
-0"
14 IL A F M S
SH
P ME0 SF 70
PA 45 S
F. 0 SF 0
" '-0 2 2
10'-0"
PLANTER
10'-0"
. CK
N
C C.
UBERIAAND L T EN F GUEST ID -OF S P RE RO DROP D OFF D
RM B. 5 SF
A TR
"
TO EN OW P O EL B
LO -0" ' +9
1,
UP 0" 1'-
'-0
22
RAMP FROM BASEMENT LEVEL
'-
STREET ELEV. +7'-0" NGVD
STREET ELEV. +8'-6" NGVD
V.
T LE . VA LEV E
22 '-
10'-0"
P.
10'-0"
"
10'-0"
'-0
E
"
TY
'-0
0"
MP RA T ON N S ME E E AC BAS P 9 S TO
+9
G E SI SID BBY F RE LO 565 S
CONTROLLED GATE ACCESS
RAMP TO BASEMENT PARKING
22
2'-
5TH STREET
WAY
MACARTHUR CAUSE
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES) T 64 (INC TBASEMEN SP E L VA LEVELD FOR 30 0" " NGV ' VALET ONLY 22 +14'-0
T GA
01 V. E . L VD RK NG A P -0" ' +9
'-
+8
D
RESIDENT D GUEST VAND E . NG R " EV L 0 U L ' A T I DROP OFF BBY GVD +9 NA NT
" '-0 2 2
0" 9'-
20'-0"
22
" '-0 18
20 FT MIN. SETBACK ON 5TH STREET
'-6
D
GV
N 6"
GV
0" 0'"1 '-0 11
+8
ER
T AN PL
N 0"
E
VD
G "N
PROPERTY LINE
ELEVATED WALKWAY ABOVE
" '-0 11
T GA
SI
RESID. ENTRY 22'-0"
GUARD HOUSE
" '-0 22
DN P M " RA 3'-6
MP " CONTROLLED RA 3'-6 GATE ACCESS
+6'-0" NGVD
GE
6% PE O
E UR AL T A TI GN DEN FF I O S SI PE O R R D
DN
RAMP UP 2'-6"
+8'-6" NGVD
GUARD HOUSE
SL
2
" 6% PE O
0 2'-
10'-0"
" '-0 22
% 12 PE O SL
Y WA
SL
R NTE PLA
NT
0" ' 11
% 1 2 PE O SL
LK
A .W EV E L E OV AB
ER
A PL
1:12 SLOPE
A GN
6% PE O SL
6% E SLOP
10'-0"
GE A GN
E GAT
"
VD
0"
NG -6" +5'
CONTROLLED E GAT GATE ACCESS
CONTROLLED GATE +8'-6" NGVD ACCESS
RESID. EXIT
RAMP UP 2'-6"
SLOPE
CONTROL BOX
SI
25'-0
'-0" 125
20'-
85'-6"
STREET ELEV. +5'-10" NGVD
12'-0"1:12
RAMP UP 2'-6"
1:12 SLOPE
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
Y ONL
RAMP UP 2'-6"
1:12 SLOPE
STREET ELEV. +5'-5" NGVD
11'-0"
RT-TERM 14 SHO SPACES BICYCLE TIAL) N (RESIDE
STREET ELEV. +6'-0" NGVD
Y ONL
9'-0"
1416 001
35'-0"
EV. ET EL STRE NGVD +5'-6"
20'-0"
A T S E W
LIFT STATION
2'-0"
E U N E V
22'-0"
24'-0"
INE
.W L R.O
11'-0"
STREET ELEV. +5'-0" NGVD
STREET ELEV. +5'-6" NGVD
10'-0"
+3'-6" NGVD
10'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-0" NGVD +3'-6"
ALTON ROAD
STREET ELEV. +3'-0" NGVD
VALET OPERATION RESIDENTIAL
COMMERCIAL UBER AND GUEST
50'-0"
10 FT MIN. SETBACK ON ALTON ROAD
STREET ELEV. +3'-6" NGVD
100'-0" R.O.W
363'-3"
50'-0"
+3'-6" NGVD
ARQUITECTONICA 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.
FINAL PB SUBMITTAL
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
VALET OPERATION PLAN
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5 10
20
50
100 ft
DATE: 03/11/2019
A1-18
+5'-6" NGVD
24'-0"
PROPOSED MIN. SETBACK VARIANCE OF 20 FT ON WEST AVENUE WHERE 35 FT WOULD BE REQUIRED
368'-9"
STREET ELEV. +4'-9" NGVD
E U N E V
REQUIRED MIN. SETBACK OF 35 FT ALONG WEST AVENUE
EV. ET EL STRE NGVD +5'-6"
RT-TERM 14 SHO SPACES BICYCLE TIAL) N (RESIDE
STREET ELEV. +6'-0" NGVD
Y ONL
Y ONL
9'-0"
1416 001
RAMP UP 2'-6"
1:12 SLOPE
12'-0"1:12
RAMP UP 2'-6"
1:12 SLOPE
RAMP UP 2'-6"
SLOPE
35'-0"
A T S E W
LIFT STATION
20'-0"
24'-0"
INE
.W L R.O
11'-0"
STREET ELEV. +5'-0" NGVD
STREET ELEV. +5'-6" NGVD
1:12 SLOPE
STREET ELEV. +5'-5" NGVD
CONTROL BOX
RAMP UP 2'-6"
+6'-0" NGVD
PROPOSED ADDITIONAL TURN LANE (FINAL DESIGN TBD)
12
TRASH LOADING LOADING AREAZONE
DI OA .I L AY 0') S B 2 x RE 0' (1
" '-0
12
6,375 SF +4'-0" NGVD
OA . L AY 0') I S B 2 x RE 0' (1
G IN AD O .L Y ) SI BA 20' x RE 0' (1
NG
DI OA .I L AY 0') S B 2 x RE 0' (1
'-0
STREET ELEV. +3'-0" NGVD
NG DI
DN 0" 4'-
E AT IV V. PR LE E
4
0 0'-
"
+9
'-
VD
"
STREET ELEV. +3'-0" NGVD
12'-0"
10'-0"
0 9'-
V. LE D Y V BB NG LO -0" ' +9
K. C A SF
YS ') BA R 40 G E N G 'x I AD AR (12 LO R L KS FO UC TR
P ME 0 SF 0 1,2
'-0
"
IL MA 0 SF
+
ER
A PL
54
VD NG
+9'-0" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
+4'-0" NGVD
RAMP UP 6" AT 5%
NT
PRIVATE TERRACE
DN 0" 5'-
LOADING BAY (10' x 20')
7'-4"
PLANTER +4'-0" NGVD
E UR E T A AG FE GN I ER / S T L A W AL W +3'-6" NGVD
22'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
13'-11" 18'-0"
6 SHORT-TERM BICYCLE SPACES (RETAIL)
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
18'-0"
2'-0"
2'-0" 16'-0"
250'-0" VD
WALKWAY ABOVE
+9'-0" NGVD
UP 24'-0"
22'-0" +9'-0" NGVD
55'-7"
29'-5"
25'-0"
49'-6"
10'-6"
G "N
+5'-0" NGVD
4
+8
PLANTER
6TH STREET
0" 7
P 15
36'-0"
PLANTER
'-
2,1
G
N 0"
+9
N 0"
VALET STAND
+8'-6" NGVD
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
COMM. TRASH ROOM FP&L TRANSFORMER
STREET ELEV. +4'-6" NGVD GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
+9'-0" NGVD
PLANTER
PLANTER
SIGNAGE
PLANTER
PLANTER
PLANTER
+3'-6" NGVD
10'-0"
DN 5'-6"
+3'-6" NGVD
10'-0"
OUTDOOR TERRACE
TRASH LOADING ZONE
COMM. TRASH LOADING ZONE (12' x 35')
DN 0 " 4'-
NG
+3'-3" NGVD
L IA T N DE BY I S B F RE LO 5 S
+
2 1:1 PE O SL
BA 20 x 0' (1
S RE
0" 8'-
. SI RE EV. L E
D GV
GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
COMM. LOADING / COMM. LOADING ZONE (12' x 35')
3
VD NG
./ SI RE IRE . F EV EL
. SI RE EV. L E
COMM. LOADING ZONE (10' x 20')
"
TO EN OW P O EL B
V.
R SE
+9'-0" NGVD
PLANTER
SH
'-0
'-0 14
F
UP 0" 1'-
RESI. D GV N " '-0TRASH +8 NG DI A ROOM O I. L Y ')
+8'-6" NGVD
H
2
A F TR 10 S
'-0 +9
10'-0"
7'-8"
P ME0 SF
E AT IV V. PR LE E
17'-0"
STREET ELEV. +8'-6" NGVD
BO
./ RV SE IRE . F EV EL
A TR
VD
22
PLANTER
VD
VAN ACCESSIBLE
VAN ACCESSIBLE
61'-5"
P. G "N
PA 45 S
S
SH
70
+
'-
+8
+8'-6" NGVD
PLANTER
12'-2"
"
TY
MP RA T ON N S ME E E AC BAS P 9 S TO
. CK
ER
N 6"
G "N
E AT IV V. PR LE E
V.
8'-6"
VD
G
RM B. 5 SF
'-0
0" 2
5'
-0"
" '-0 2 2
5 38
C SP (IN T E AL V 30
0" 2' -
22 '-
V. .C LE D .C SF Y F V 0 BB NG 20 LO -0" ' +9
14 IL A F M S
T LE . VA LEV E
210'-0"
L IA T EN F ID -OF S P RE RO D
11'-0"
E
PLANTER
T GA
'+9
E UR IAL T A T GN DEN Y I S SI BB F RE LO 565 S 1,
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES) 64
'-
STREET ELEV. +7'-0" NGVD
STREET ELEV. +8'-6" NGVD
D GV
N 0"
22
2'-
5TH STREET
WAY
MACARTHUR CAUSE
10'-0"
"
+9
"
01 V. E . L VD RK NG A P -0" ' +9
0" 9'-
20'-0"
10'-0"
'-0
D
GV
0" 0'"1 '-0 11
'-0 22
N 6"
'-
+8
N 0"
E
" '-0 18
20 FT MIN. SETBACK ON 5TH STREET
'-6
D
GV
22
" '-0 11
T GA
VD
+8
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
" '-0 22
ER
T AN PL
G "N
PROPERTY LINE
ELEVATED WALKWAY ABOVE
GATE GATE
" '-0 22
6% PE O
E UR AL T A TI GN DEN FF I O S SI PE O R R D
DN P M " RA 3'-6
DN P M " RA 3'-6
10'-0"
22'-0"
GUARD HOUSE
SL
"
SI
10'-0"
NT
% 12 PE O SL
2
22'-0"
6% PE O SL
0 2'-
6% PE O
R NTE PLA
Y WA
SL
A .W EV E L E OV AB
ER
A PL
0" ' 11
% 1 2 PE O SL
LK
10'-0"
E
GAT
+8'-6" NGVD
GE
+8'-6" NGVD
6% E SLOP
10'-0"
GE A GN
"
D GV
0"
N -6" +5'
E GAT
A GN
SI
25'-0
'-0" 125
20'-
85'-6"
STREET ELEV. +5'-10" NGVD
PAD (600 ALTON SITE) BACKFLOW PREVENTER FP&L TRANSFORMER PAD (PARK SITE)
10'-0"
+3'-6" NGVD
10'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-0" NGVD +3'-6"
ALTON ROAD
STREET ELEV. +3'-0" NGVD
TRASH OPERATION RESIDENTIAL COMMERCIAL
50'-0"
10 FT MIN. SETBACK ON ALTON ROAD
STREET ELEV. +3'-6" NGVD
100'-0" R.O.W
363'-3"
50'-0"
+3'-6" NGVD
ARQUITECTONICA 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.
FINAL PB SUBMITTAL
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
TRASH OPERATION PLAN
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5 10
20
50
100 ft
DATE: 03/11/2019
A1-19
+5'-6" NGVD
24'-0"
PROPOSED MIN. SETBACK VARIANCE OF 20 FT ON WEST AVENUE WHERE 35 FT WOULD BE REQUIRED
368'-9"
STREET ELEV. +4'-9" NGVD
E U N E V
REQUIRED MIN. SETBACK OF 35 FT ALONG WEST AVENUE
EV. ET EL STRE NGVD +5'-6"
RT-TERM 14 SHO SPACES BICYCLE TIAL) N (RESIDE
STREET ELEV. +6'-0" NGVD
Y ONL
Y ONL
9'-0"
1416 001
RAMP UP 2'-6"
1:12 SLOPE
12'-0"1:12
RAMP UP 2'-6"
1:12 SLOPE
RAMP UP 2'-6"
SLOPE
35'-0"
A T S E W
LIFT STATION
20'-0"
24'-0"
INE
.W L R.O
11'-0"
STREET ELEV. +5'-0" NGVD
STREET ELEV. +5'-6" NGVD
1:12 SLOPE
STREET ELEV. +5'-5" NGVD
CONTROL BOX
RAMP UP 2'-6"
+6'-0" NGVD
'
'-0
12 "
36'-0" OVERHEAD ROLLING DOOR
12'-0"
YS ') BA R 40 G E N G 'x I AD AR (12 LO R L KS FO UC TR
P ME 0 SF 0 1,2
"
+
AN
PL
0
PRIVATE TERRACE
DN 0" 5'-
VD NG
RE
+9'-0" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
PLANTER +4'-0" NGVD
10 SHORT-TERM BICYCLE SPACES (RETAIL)
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
18'-0" 22'-0"
13'-11" 18'-0"
22'-0" +9'-0" NGVD
55'-7"
29'-5"
25'-0"
49'-6"
LOADING ELEVATOR TO LEVEL 2
10'-6"
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
STREET ELEV. +4'-6" NGVD
R TE
54
2'-0"
2'-0" 6 SHORT-TERM BICYCLE SPACES (RETAIL)
10'-0"
LOADING +5'-0"ZONE NGVD
"N
WALKWAY ABOVE
+9'-0" NGVD
UP 24'-0"
COMM. LOADING / COMM. LOADING ZONE (12' x 35')
K. C A SF
IL MA SF
+4'-0" NGVD
16'-0"
250'-0"
V. LE D Y V BB NG LO -0" ' +9
+4'-0" NGVD
TU GE A A FE GN I R E /S AT LL W A W +3'-6" NGVD
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
+9'-0" NGVD
PLANTER
PLANTER
SIGNAGE
PLANTER
+3'-6" NGVD
10'-0"
FP&L TRANSFORMER PAD (600 ALTON SITE) BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER
PLANTER
+3'-6" NGVD
10'-0"
DN 5'-6"
10'-0"
+3'-6" NGVD
10'-0" +3'-6" NGVD
STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-0" NGVD +3'-6"
ALTON ROAD
STREET ELEV. +3'-0" NGVD
LOADING OPERATION RESIDENTIAL COMMERCIAL
50'-0"
STREET ELEV. +3'-6" NGVD
0 9'-
4
RAMP UP 6" AT 5%
363'-3"
6TH STREET
0"
VD
LOADING BAY (10' x 20')
10'-0"
ALTON ROAD
D GV
+
ENTRY / EXIT FOR LOADING ONLY 10 FT MIN. SETBACK ON ALTON ROAD
7
2,1
P 15
0 8'-
PLANTER
'-
42" H. GLASS RAILING
VALET STAND
100'-0" R.O.W
7'-4"
PLANTER
+9
N 0"
GROUND LEV. +9'-0" NGVD
+8'-6" NGVD
COMM. TRASH LOADING ZONE (12' x 35')
"
+4'-0" NGVD
40
-0"
+
+9'-0" NGVD
COMM. LOADING ZONE (10' x 20')
G IN AD O .L Y ) SI BA 20' x RE 0' (1
DN 0" 4'-
9'-
D GV
L IA T N DE BY I S B F RE LO 5 S
G
N 0"
50'-0"
7'-8" PLANTER
'-0
12
NG DI A O .L Y ) SI BA 20' E x R 0' (1
E AT IV V. PR LE E 2 1:1 PE O SL
OA . L AY 0') I S B 2 x RE 0' (1
DI OA .I L AY 0') S B 2 x RE 0' (1
LOADING AREA LOADING 6,375 SF ZONE
. SI RE EV. L E
./ SI RE IRE . F EV EL
. SI RE EV. L E
SH
"
DN 0 " 4'-
NG
STREET ELEV. +3'-0" NGVD
VD NG
NG DI
+8'-6" NGVD
PLANTER
+
NG DI A O .L Y ) SI BA 20' E x R 0' (1
PROPOSED ADDITIONAL TURN LANE (FINAL DESIGN TBD)
R SE
A TR
'-0
TO EN OW P O EL B
F
UP 0" 1'-
22
'+8
0" 8'-
'-0 +9
H
V.
3
E AT IV V. PR LE E
17'-0"
STREET ELEV. +8'-6" NGVD
BO
./ RV SE IRE . F EV EL
2
A F TR 10 S
VD NG
+3'-3" NGVD
STREET ELEV. +3'-0" NGVD
VD
VAN ACCESSIBLE
VAN ACCESSIBLE
61'-5"
P. " '-0 14
0"
PA 45 S
S
SH
P ME0 SF 70
+
'-
+8
+8'-6" NGVD
PLANTER
12'-2"
"
TY '
MP RA T ON N S ME E E AC BAS P 9 S TO
VD NG
. CK
ER
N 6"
G "N
E AT IV V. PR LE E
V.
8'-6"
VD
G
RM B. 5 SF
'-0
0" 22
5'
-0"
" '-0 2 2
5 38
C SP (IN T E AL V 30
-0"
22 '-
V. .C LE D .C SF Y F V 0 BB NG 20 LO -0" ' +9
14 IL A F M S
T LE . VA LEV E
210'-0"
L IA T EN F ID -OF S P RE RO D
11'-0"
E
PLANTER
T GA
'+9
E UR IAL T A T GN DEN Y I S SI BB F RE LO 565 S 1,
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES) 64
'-
STREET ELEV. +7'-0" NGVD
STREET ELEV. +8'-6" NGVD
D GV
N 0"
22
2'-
5TH STREET
WAY
MACARTHUR CAUSE
10'-0"
"
+9
"
01 V. E . L VD RK NG A P -0" ' +9
0" 9'-
20'-0"
10'-0"
'-0
D
GV
0" 0'"1 '-0 11
'-0 22
N 6"
'-
+8
N 0"
E
" '-0 18
20 FT MIN. SETBACK ON 5TH STREET
'-6
D
GV
22
" '-0 11
T GA
VD
+8
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
" '-0 22
ER
T AN PL
G "N
PROPERTY LINE
ELEVATED WALKWAY ABOVE
GATE GATE
" '-0 22
6% PE O
E UR AL T A TI GN DEN FF I O S SI PE O R R D
DN P M " RA 3'-6
DN P M " RA 3'-6
10'-0"
22'-0"
GUARD HOUSE
SL
"
SI
10'-0"
NT
% 12 PE O SL
2
22'-0"
6% PE O SL
0 2'-
6% PE O
R NTE PLA
Y WA
SL
A .W EV E L E OV AB
ER
A PL
0" ' 11
% 1 2 PE O SL
LK
10'-0"
E
GAT
+8'-6" NGVD
GE
+8'-6" NGVD
6% E SLOP
10'-0"
GE A GN
"
D GV
0"
N -6" +5'
E GAT
A GN
SI
25'-0
'-0" 125
20'-
85'-6"
STREET ELEV. +5'-10" NGVD
ARQUITECTONICA 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.
FINAL PB SUBMITTAL
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
LOADING OPERATION PLAN
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5 10
20
50
100 ft
DATE: 03/11/2019
A1-20
2
VD
0
4'-
G "N
0 8'-
+1
+ TO N W E OP ELO B
'-0
G
"N
+8
NG DI A O .L Y ) SI BA 20' x RE 0' (1
G IN
" '-0
IL MA SF 54
DN " 0 5'-
P ME 0 SF 0
6,375 SF
VD
+4'-0" NGVD
G "N
'-0
36'-0"
LOADING AREA
+9'-0" NGVD
+8
0
10'-0"
13'-4"
50'-0"
+4'-0" NGVD
STREET ELEV. +3'-6" NGVD
ALTON ROAD
10 FT MIN. SETBACK ON ALTON ROAD
50'-0"
50'-0"
5'-0"
10'-0"
PLANTER
TO N W E OP ELO B
G IN AD O .L Y ) SI BA 20' x RE 0' (1
NG DI
0
LOADING AREA
STREET ELEV. DN " 0 5'-
6,375 SF
D GV N "
1,2
+4'-0" NGVD
'-0
36'-0"
G IN AD O .L Y ) SI BA 20' x RE 0' (1
" '-0
PLANTER
4
41
YS ') BA R 40 G IN RGE 2' x D A A (1 LO R L KS FO UC TR
IL MA 0 SF 54
DN " 0 5'-
P ME 0 SF 0
1,2
VD
G "N
'-0
+8
13'-4"
10'-0"
PLANTER
STREET ELEV. +3'-0" NGVD
+4'-0" NGVD
363'-3" 10 FT MIN. SETBACK ON ALTON ROAD
ARQUITECTONICA
ALTON ROAD
STREET ELEV. +3'-6" NGVD
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.
FINAL PB SUBMITTAL
500 ALTON - LOADING TRUCK MANEUVERING DIAGRAMS
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
BACKFLOW PREVENTER / SIAMESE CONNECTION
STREET ELEV. +3'-6" NGVD
50'-0"
STREET ELEV. +3'-6" NGVD
5'-0"
STREET ELEV. +3'-6" NGVD
+4'-0" NGVD
RAMP UP 6" AT 5%
50'-0"
ALTON ROAD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
RAMP UP 6" AT 5%
363'-3" 10 FT MIN. SETBACK ON ALTON ROAD
+4'-0" NGVD
100'-0" R.O.W
5'-0"
"
0 0'-
. CK F A S P 5
LOADING BAY (10' x 20')
50'-0"
STREET ELEV. +3'-0" NGVD
10'-0"
D GV
N 0"
'+9
36'-0"
+8 LOADING BAY (10' x 20')
13'-4"
E AT IV V. R E P L E
NG DI
OA I. L AY 0') S B 2 x RE 0' (1
DN " 0 4'-
DE
SI RE
100'-0" R.O.W
" '-0
P ME 0 SF
NG DI A O .L Y ) SI BA 20' x RE 0' (1
OA . L AY 0') I S B 2 x RE 0' (1
12
YS ') BA R 40 G IN RGE 2' x D A A (1 LO R L KS FO UC TR
DN 0" 4'-
+3'-3" NGVD
41
"N
'-0 +8
50'-0"
5'-0" PLANTER
+8
. SI RE EV. EL
AL
I NT
H
'-0
D
V NG " '-0
D GV
./ SI RE IRE . F EV EL
. SI RE EV. EL
AS
4 +1
"
12
4
F PA 5 S
22
'
-0"
D GV "N
3
"
"
0 0'-
. CK
AL
F
TR 10 S
2 1:1 PE O SL
'-
+9
N 0"
70
V. R SE TR
D GV
P ME0 SF
'-0
"
+4'-0" NGVD
NG DI A O .L Y ) SI BA 20' E x R 0' (1
DN 0" 4'-
E AT IV V. R E P L E
SP
.
EV EL
H AS
12
'-0
"
6,375 SF
V 30
ET
5'-0
G IN AD O .L Y ) SI BA 20' x RE 0' (1
12
5'-0
LOADING AREA
NG DI A O .L Y ) SI BA 20' x RE 0' (1
C
(IN
F
24
UP 0" 1'-
DN 0" 4'-
G IN AD O .L Y ) SI BA 20' x RE 0' (1
+3'-3" NGVD
STREET ELEV. +3'-0" NGVD
64
" '-0
G IN AD O .L Y ) SI BA 20' x RE 0' (1
2 1:1 PE O SL
TO N W E OP ELO B
. SI RE EV. EL
./ SI RE IRE . F EV EL
+
'-0
+8
VD
G
"N
STREET ELEV. +3'-6" NGVD
5S
MP RA T ON N S ME E C SE PA BA S 9 TO
22
0 8'-
VD
. RV
H
G "N
31
SE
UP 0" 1'-
"
N 0" ' 4 +1
'-0
0" 2'-
2
P ME0 SF 70
D GV
.
EV
AS
C SP (IN T E L VA 0 3
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES)
EL
TR
10'-0"
64
F
5S
24
SH A F TR 0 S
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
363'-3"
STREET ELEV. +3'-6" NGVD
100'-0" R.O.W
STREET ELEV. +3'-6" NGVD
MP RA T ON N S ME E C SE PA BA S 9 TO
+9'-0" NGVD
RAMP UP 6" AT 5%
5'-0"
STREET ELEV. +3'-0" NGVD
22
5TH STREET
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES)
D
GV
N 0"
'+8
PLANTER
+4'-0" NGVD
363'-3"
ALTON ROAD
P ME 0 SF
36'-0"
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
RAMP UP 6" AT 5%
10 FT MIN. SETBACK ON ALTON ROAD
4
54
DN " 0 5'-
LOADING BAY (10' x 20')
PLANTER
5'-0"
STREET ELEV. +3'-0" NGVD
0 0'-
IL MA 0 SF
100'-0" R.O.W
10'-0"
. CK F A S P
YS ') BA R 40 NG GE ' x I AD AR (12 LO R L KS FO UC TR
1,2
LOADING BAY (10' x 20')
13'-4"
'-0 +9
5
"
DN 0" 4'-
VD
G "N
41
"
"
1,2
0
NG DI A O .L Y ) SI BA 20' E x R 0' (1
E AT IV V. PR LE E
NG DI
OA I. L AY 0') S B 2 x RE 0' (1
'-0 12
40
NG DI A O .L Y ) SI BA 20' E x R 0' (1
D OA . L AY 0') I S B 2 x RE 0' (1
41
YS ') BA R 40 NG GE ' x I AD AR (12 LO R L KS FO UC TR
DN " 0 4'-
L IA T EN ID BBY S F RE LO 75 S 2,1
50'-0"
PLANTER
. CK
0" 2'-
D GV N "
31
VD
. SI RE EV. L E
. SI RE EV. L E
H AS
'-0
+9
70
2 1 :1 P E O SL
"N
P ME0 SF
SE
UP 0" 1'-
D GV
SP
"
+4'-0" NGVD
30
VA
T LE
F PA 5 S
NG DI A O .L Y ) SI BA 20' E x R 0' (1
DN " 0 4'-
2,1
C
(IN
5'-0
'-0
12
"
6,375 SF
E AT IV V. PR LE E
64
./ SI RE IRE . F EV EL
. RV
H AS F R T 0S
" '-0 12
" '-0 12
5'-0
NG DI A O .L Y ) SI BA 20' E x R 0' (1
RE EV. EL
"
DN " 0 4'-
TI N DE Y SI BB SF E R LO 75
'-0
NG DI A O .L Y ) SI BA 20' E x R 0' (1
NG DI A O .L Y ) SI BA 20' E x R 0' (1
LOADING AREA
"
VD NG
2 1 :1 P E O SL
NG DI A O .L Y ) SI BA 20' x RE 0' (1
'-0
. SI
AL
V.
E EL
TR
+8
SE
./ SI RE IRE . F EV EL
. RV
F
5S 24
MP RA T ON N S ME E C SE PA BA S 9 TO
22
VD NG
. SI RE EV. L E
H AS
+8 TO N W E OP ELO B
" '-0
31
V.
E EL
UP 0" 1'-
"
"
0 4'+1
VD NG
'-0 22
2
P ME0 SF 70
0" 2'-
H AS F R T 0S
SF
TR
C SP (IN T E L VA 0 3
5 24
PLANTER
64
MP RA T ON N S ME E C SE PA BA S 9 TO
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES)
5'-0"
5'-0"
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES)
0
10
20
50
100 ft
DATE: 03/11/2019
A1-21A
49'-6"
VD
'-0 +9
G "N
D
GREASE TRAPS
+
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD
+9'-0" NGVD
PLANTER
PLANTER
SIGNAGE
DN 5'-0"
BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER PLANTER
PLANTER
10'-0"
+4'-0" NGVD +4'-0" NGVD
10'-0"
+4'-0" NGVD
10'-0"
PLANTER +4'-0" NGVD
10'-0"
10'-0"
RE TU GE A A FE GN I ER / S T A L W AL W +3'-6" NGVD
22'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
13'-11" 18'-0"
+9'-0" NGVD
22'-0" +9'-0" NGVD
55'-7"
29'-5"
25'-0"
49'-6"
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
STREET ELEV. +4'-6" NGVD
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
PLANTER
PLANTER
SIGNAGE
DN 5'-0"
+9'-0" NGVD
BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER PLANTER
PLANTER
+4'-0" NGVD
10'-0"
+4'-0" NGVD
10'-0"
10'-0"
16'-0"
17'-0"
STREET ELEV. +8'-6" NGVD +8'-6" NGVD 1:12 SLOPE
DN 1'-8"
+9'-0" NGVD
D
T AN PL
ER
PRIVATE TERRACE +9'-0" NGVD
PLANTER +4'-0" NGVD
RE TU GE A A FE N R SIG E / AT L W AL W +3'-6" NGVD
VALET STAND
ALTON ROAD
STREET ELEV. +3'-6" NGVD
510'-0"
STREET ELEV. +4'-0" NGVD
22'-0"
+9'-0" NGVD
UP 24'-0"
22'-0" +9'-0" NGVD
55'-7"
29'-5"
25'-0"
49'-6"
ELEVATED WALKWAY ABOVE
10'-6"
+5'-0" NGVD
61'-5" OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
27'-11"
STREET ELEV. +4'-6" NGVD COMM. LOADING ZONE (10' x 20')
" '-0 +9
V. LE D Y V B B NG LO -0" ' 9 +
VD NG
42" H. GLASS RAILING
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
7 2,1
10'-0"
'-0 +9
GV "N
STREET ELEV. +3'-6" NGVD
WALKWAY ABOVE
161'-8"
L IA NT E Y D SI B B F RE LO 5 S
6 SHORT-TERM BICYCLE SPACES (RETAIL)
PLANTER
GROUND LEV. +9'-0" NGVD
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
D
+8'-6" NGVD
10 SHORT-TERM BICYCLE SPACES (RETAIL)
V NG
VAN ACCESSIBLE
VAN ACCESSIBLE
13'-11" 18'-0"
+
E AT IV V. PR LE E
0" 9'-
+8'-6" NGVD
PLANTER
250'-0"
'-6 +8
8'-6"
D GV "N
11'-0"
"
STREET ELEV. +4'-0" NGVD
18'-0"
22 "
AL TI EN FF D SI P-O RE RO D
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
PLANTER
PLANTER
SIGNAGE
DN 5'-0"
+9'-0" NGVD
12'-2"
"
0 5'-
'-0
510'-0"
210'-0"
STREET ELEV. +8'-6" NGVD
22
+3'-6" NGVD
2'-0"
D
'-0 "
V NG
2'-0"
'-0
22 +
6" 8'-
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
R TE AN PL
10'-0"
+4'-0" NGVD
10'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
ELEVATED WALKWAY ABOVE
GREASE TRAPS
+3'-6" NGVD
STREET ELEV. +3'-6" NGVD
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
18'-0"
2'-0"
2'-0" VALET STAND
WALKWAY ABOVE
10'-6"
+5'-0" NGVD
PRIVATE TERRACE
GROUND LEV. +9'-0" NGVD
UP 24'-0"
"N
ER
42" H. GLASS RAILING
+9'-0" NGVD
+8'-6" NGVD
27'-11"
GROUND LEV. +9'-0" NGVD
GROUND LEV. +9'-0" NGVD
DN 1'-8"
42" H. GLASS RAILING
COMM. LOADING ZONE (10' x 20')
V. LE D BY GV B N LO -0" ' +9
0 9'-
T AN PL
COMM. LOADING ZONE (10' x 20')
RE TU GE A A FE G N I ER / S T A L W AL W +3'-6" NGVD
16'-0" 1:12 SLOPE
27'-11"
STREET ELEV. +4'-6" NGVD
PRIVATE TERRACE
+8'-6" NGVD
GV
OUTDOOR TERRACE
17'-0"
STREET ELEV. +8'-6" NGVD
PLANTER
ELEVATED WALKWAY ABOVE
VAN ACCESSIBLE
61'-5"
22'-0"
250'-0"
D GV
VAN ACCESSIBLE
12'-2"
N 0"
'-
+9
61'-5"
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
+5'-0" NGVD
6TH STREET
22 '-0 " WALKWAY ABOVE
+9'-0" NGVD
25'-0"
"
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
6 SHORT-TERM BICYCLE SPACES (RETAIL)
10'-0"
'-6
+8'-6" NGVD
PLANTER
+8
22'-0" 55'-7"
8'-6"
D
V NG
+9'-0" NGVD
UP 24'-0"
29'-5"
"
'-0
10'-6"
R TE AN PL
PLANTER
42" H. GLASS RAILING
VALET STAND
L IA NT F E F D SI P-O RE RO D
161'-8"
VD NG 0" ' +9
GROUND LEV. +9'-0" NGVD
210'-0"
6 SHORT-TERM BICYCLE SPACES (RETAIL)
+9'-0" NGVD
22
161'-8"
D GV "N 0 '+9
+
10'-0"
DN 1'-8"
PLANTER
+4'-0" NGVD
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
+8'-6" NGVD
+8'-6" NGVD
10 SHORT-TERM BICYCLE SPACES (RETAIL)
17'-0"
STREET ELEV. +8'-6" NGVD 1:12 SLOPE
V. LE D BY GV B N LO -0" ' +9
VAN ACCESSIBLE
13'-11" 18'-0"
D
VAN ACCESSIBLE
12'-2"
GV
PLANTER
11'-0"
"N '-0 +9
+8'-6" NGVD
250'-0"
+8
8'-6"
D GV "N '-6
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
L IA NT F E F D SI P-O RE R O D
D GV
STREET ELEV. +8'-6" NGVD
18'-0"
16'-0"
STREET ELEV. +8'-6" NGVD
"N
6 8'-
2'-0"
2'-0"
210'-0"
11'-0"
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
22 '-0 "
D
" '-0 22
" '-0 22
V NG 6" ' +8
BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER PLANTER
PLANTER
+4'-0" NGVD +4'-0" NGVD
10'-0"
+4'-0" NGVD
10'-0"
10'-0"
10'-0"
10'-0" +3'-6" NGVD
STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-6" NGVD
ALTON ROAD
ARQUITECTONICA 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.
FINAL PB SUBMITTAL
600 ALTON - LOADING TRUCK MANEUVERING DIAGRAMS
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
510'-0"
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10
20
50
100 ft
DATE: 03/11/2019
A1-21B
+
1 IL MA 5 SF
D GV
38
.
G "N
0
'+9
D GV
VD NG
2 1:1 PE O SL
V. LE D BY GV B N LO -0" ' +9
. CK F PA 15 S
IL MA 0 SF 54
D GV "N
'-0
RE TU GE A A FE GN I ER / S T A L W AL W +3'-6" NGVD
+9'-0" NGVD
+8
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
PLANTER +4'-0" NGVD
55'-7"
OUTDOOR TERRACE
25'-0"
49'-6"
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
SIGNAGE
DN 5'-0"
+9'-0" NGVD
PLANTER
PLANTER
BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER PLANTER
PLANTER
10'-0"
+4'-0" NGVD +4'-0" NGVD
10'-0"
+4'-0" NGVD
+9'-0" NGVD
27'-11"
PRIVATE TERRACE
DN " 0 5'-
P ME SF
+9'-0" NGVD
22'-0"
29'-5"
STREET ELEV. +4'-6" NGVD
R
TE AN PL
VALET STAND
WALKWAY ABOVE
10'-6"
+5'-0" NGVD
+
GROUND LEV. +9'-0" NGVD
UP 24'-0"
COMM. LOADING ZONE (10' x 20')
YS ') BA R 40 G IN RGE 2' x D A LA (1 O L R KS FO UC TR
00
+9'-0" NGVD
42" H. GLASS RAILING
"N
0 9'-
4
1,2
DN 1'-8"
+8'-6" NGVD
61'-5"
NT DE BY I S B F RE LO 75 S
H AS
"
'-0
VD
L IA
2,1
+9
6 SHORT-TERM BICYCLE SPACES (RETAIL)
. SI RE EV. EL
./ SI RE IRE . F EV EL
. SI RE EV. EL
TR
E AT IV V. PR LE E
1:12 SLOPE
PLANTER
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
. RV SE
17'-0"
+8'-6" NGVD
H BO
./ RV SE IRE . F EV EL
VAN ACCESSIBLE
STREET ELEV. +8'-6" NGVD
10'-0"
S
'-
+9
E AT IV V. PR LE E
E AT IV V. PR LE E
V ER
N 0"
VAN ACCESSIBLE
10 SHORT-TERM BICYCLE SPACES (RETAIL)
RM B. 5 SF 4
'-6
22'-0"
"
+8
+8'-6" NGVD
PLANTER
13'-11" 18'-0"
0"
5'-
8'-6"
VD NG
11'-0"
1,
" '-0 22
250'-0"
C V. C. LE D Y F. 0 SF B GV 0 B 2 N O " L '-0 +9
L IA NT F E F D SI P-O RE RO D
12'-2"
0" RE L TU TIA A GN EN SI SID BBY F RE LO 565 S
16'-0"
'10
STREET ELEV. +8'-6" NGVD
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
22
" '-0 11
N
D GV
'-0 "
"N
0 9'-
210'-0"
18'-0"
" '-0 22
" '- 0 11 +8
" '-6
D GV
D GV
"N
'-6 +8
2'-0"
TE
2'-0"
R
AN
PL
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
HOUSE
10'-0"
10'-0"
+4'-0" NGVD
10'-0"
50'-0"
+3'-6" NGVD
STREET ELEV. +3'-6" NGVD
510'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
PRIVATE TERRACE
D GV "N 0 ' +8
+9'-0" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
PLANTER +4'-0" NGVD
RE TU G E A A FE N R SIG E / AT L W AL W +3'-6" NGVD
GROUND LEV. +9'-0" NGVD
SIGNAGE
DN 5'-0"
+9'-0" NGVD
PLANTER
+4'-0" NGVD
10'-0"
10'-0"
00 1,2
FP&L TRANSFORMER PAD (PARK SITE)
'-0
LE D BY GV B N LO -0" ' +9
VD NG
54
PL
0
PRIVATE TERRACE
DN " 0 5'-
VD
G "N
+9'-0" NGVD
+4'-0" NGVD
10'-0"
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
PLANTER +4'-0" NGVD
RE TU GE A A FE N R SIG E / AT L W AL W +3'-6" NGVD
22'-0"
55'-7"
29'-5"
25'-0"
49'-6"
10'-6"
+5'-0" NGVD
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
PLANTER
PLANTER
SIGNAGE
DN 5'-0"
+9'-0" NGVD
PLANTER
PLANTER
+4'-0" NGVD +4'-0" NGVD
10'-0"
+4'-0" NGVD
10'-0"
10'-0"
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.
STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-6" NGVD
10'-0"
10'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
FINAL PB SUBMITTAL
500-600 ALTON - TRUCK MANEUVERING DIAGRAMS
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER
510'-0"
50'-0"
50'-0"
ARQUITECTONICA
BACKFLOW PREVENTER
OUTDOOR TERRACE
100'-0" R.O.W
ALTON ROAD
510'-0"
100'-0" R.O.W
STREET ELEV. +3'-6" NGVD
10 SHORT-TERM BICYCLE SPACES (RETAIL)
13'-11" 18'-0"
22'-0"
+3'-6" NGVD
50'-0"
50'-0"
STREET ELEV. +3'-6" NGVD
+9'-0" NGVD
+9'-0" NGVD
+3'-6" NGVD
STREET ELEV. +3'-6" NGVD
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
18'-0"
2'-0"
2'-0" 16'-0"
VALET STAND
UP 24'-0"
STREET ELEV. +4'-6" NGVD
R TE AN
GROUND LEV. +9'-0" NGVD
WALKWAY ABOVE
61'-5"
" '-0 +9
V.
+8
10'-0"
+9'-0" NGVD
+8'-6" NGVD
27'-11"
2,1
K.
6 SHORT-TERM BICYCLE SPACES (RETAIL)
V NG
+
IL MA SF
P ME SF
DN 1'-8"
42" H. GLASS RAILING
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
S . RE EV EL
"
0 9'-
PLANTER PLANTER
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
TI EN Y D SI BB F RE LO 75 S
C F PA 15 S
YS BA R 0') NG GE ' x 4 I D AR 12 A ( LO R L KS FO UC TR
BACKFLOW PREVENTER
+4'-0" NGVD +4'-0" NGVD
D
AL
4
FP&L TRANSFORMER PAD (600 ALTON SITE)
OUTDOOR TERRACE
'-0 " 22
. SI RE EV. EL
"N
GREASE TRAPS
42" H. GLASS RAILING
PLANTER
'-0
250'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
61'-5" GROUND LEV. +9'-0" NGVD
GROUND LEV. +9'-0" NGVD
PLANTER
10'-0"
./ SI RE IRE . F EV EL
D GV
+9
1:12 SLOPE
PLANTER
I.
E AT IV V. PR LE E
+8'-6" NGVD
10'-0"
22'-0"
13'-11" 18'-0"
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
SE
17'-0"
STREET ELEV. +8'-6" NGVD
B
./ RV SE IRE . F EV EL
49'-6"
+
VAN ACCESSIBLE
VAN ACCESSIBLE
OH
. RV
27'-11"
STREET ELEV. +4'-6" NGVD
E AT IV V. PR LE E
E AT IV V. PR LE E
VD NG
11'-0"
18'-0"
16'-0" OUTDOOR TERRACE
+8
0" 9'-
+8'-6" NGVD
PLANTER
12'-2"
0
DN " 0 5'-
. RV SE
10'-6"
+5'-0" NGVD
" '-6
8'-6"
VD NG
COMM. LOADING ZONE (10' x 20')
54
R TE AN PL
25'-0"
0"
5'-
38
+9'-0" NGVD
55'-7"
"
'-0 22
1 IL MA 5 SF
22'-0"
29'-5"
AL TI EN FF D SI P-O RE RO D
RM B. 5 SF 4
1,
+9'-0" NGVD
UP 24'-0"
C V. C. LE D F. 0 SF BY GV 0 B 2 N LO -0" ' +9
SH
IL MA SF
WALKWAY ABOVE
E UR AL AT NTI N G E SI SID BBY F RE LO 565 S
2 1:1 PE O SL
K. AC F
+9
+
D GV
UP 0" 1'-
2 1:1 PE O SL
V. LE D Y V B B NG LO -0" ' 9 +
D GV "N 0 '-
GROUND LEV. +9'-0" NGVD
VALET STAND
+8'-6" NGVD
"N
0 9'-
A TR
H
7 2,1
00
+4'-0" NGVD
11'-0" VD NG 0" ' +9
L IA NT E Y D SI BB F RE L O 5 S
AS
TR
UP
1,2
+9'-0" NGVD
42" H. GLASS RAILING
COMM. LOADING ZONE (10' x 20')
. SI RE EV. EL
6 SHORT-TERM BICYCLE SPACES (RETAIL)
./ SI RE IRE . F EV EL
P 15 S 4
P ME SF
DN 1'-8"
PLANTER
. SI . RE E V EL
VD NG 0" ' +9
YS ') BA R 40 NG GE ' x I D AR 12 A ( LO R L KS FO UC TR
1:12 SLOPE
OH
. RV
E AT IV V. PR LE E
+8'-6" NGVD
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
B
./ RV SE IRE . F EV EL
17'-0"
STREET ELEV. +8'-6" NGVD
10'-0"
SE
E AT IV V. PR LE E
E AT IV V. PR LE E
NG
VAN ACCESSIBLE
VAN ACCESSIBLE
12'-2"
VD
" '-0 +9
38
. RV SE
250'-0"
14 IL MA 5 SF
2'-0"
'-0 " 22
RM B. 5 SF
+8'-6" NGVD
PLANTER
0"
" '-6 +8
+
8'-6"
VD NG
0'-
"
"N
6 8'-
210'-0"
STREET ELEV. +8'-6" NGVD
"1
0" 0"
'- 0
'-0
0'-
"1 6
5'-
22
D GV
NG
+
G "N '-0 +9
11
'-0
C V. C. LE D F. 0 SF BY GV 0 B 2 N LO -0" ' +9
6" 8'-
VD
"
11 E UR AL AT NTI N G E SI SID BBY F RE LO 5 S
AL TI EN FF D SI P-O RE RO D
VD
" '-0 22
"
"
STREET ELEV. +8'-6" NGVD
VD NG 0" ' +9
1,5
210'-0"
'-0
'-0
'-0 +9
D GV "N 0 '-
R
TE
AN
PL
11
22
11 VD NG 6" ' +8
D GV "N 6 '+8
2'-0"
0"
R TE
HOUSE
0"
'22
AN PL
6TH STREET
HOUSE
'22
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
50'-0"
100'-0" R.O.W
STREET ELEV. +3'-6" NGVD
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10
20
50
100 ft
DATE: 03/11/2019
A1-21C
IL MA 0 SF
1, 2
0
'- 0 +8
GV "N
PRIVATE TERRACE
D
RE TU GE A A FE G N I ER / S T A L W AL W +3'-6" NGVD
+9'-0" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
COMM. LOADING ZONE (10' x 20')
54
DN " 0 5'-
PLANTER +4'-0" NGVD
OUTDOOR TERRACE
STREET ELEV. +4'-6" NGVD
R TE AN PL
GROUND LEV. +9'-0" NGVD
GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
+9'-0" NGVD
PLANTER
PLANTER
SIGNAGE
NT DE BY I S B F RE LO 75 S
'-0
"N '-0 +9
V. LE D BY GV B N LO -0" ' +9
. CK F PA 15 S
IL MA 0 SF
0
1,2
VD
+8
'-0
RE TU GE A A FE GN I ER / S T A L W AL W +3'-6" NGVD
+9'-0" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
10'-0"
10'-0"
PLANTER +4'-0" NGVD
22'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
13'-11" 18'-0"
+9'-0" NGVD
22'-0" +9'-0" NGVD
55'-7"
29'-5"
25'-0"
49'-6"
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
+9'-0" NGVD
PLANTER
PLANTER
SIGNAGE
DN 5'-0"
BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER PLANTER
PLANTER
+4'-0" NGVD
10'-0"
10'-0"
+4'-0" NGVD
10'-0"
+3'-6" NGVD
ALTON ROAD
510'-0"
510'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
PLANTER +4'-0" NGVD
42" H. GLASS RAILING
PLANTER
SIGNAGE
DN 5'-0"
+9'-0" NGVD
PLANTER
+4'-0" NGVD
10'-0"
6TH STREET
0
1,2
FP&L TRANSFORMER PAD (PARK SITE)
+8
10'-0"
54
PL
0
VD
G "N
'-0
+9'-0" NGVD
10'-0"
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
PLANTER +4'-0" NGVD
RE TU GE A A FE N R SIG E / AT L W AL W +3'-6" NGVD
22'-0"
22'-0" 55'-7"
25'-0"
49'-6"
10'-6"
+5'-0" NGVD
61'-5" OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
27'-11"
GREASE TRAPS
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
PLANTER
PLANTER
SIGNAGE
DN 5'-0"
+9'-0" NGVD
PLANTER
PLANTER
+4'-0" NGVD +4'-0" NGVD
10'-0"
+4'-0" NGVD
10'-0"
10'-0"
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.
STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-6" NGVD
10'-0"
10'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
FINAL PB SUBMITTAL
500-600 ALTON - TRUCK MANEUVERING DIAGRAMS
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER
510'-0"
50'-0"
50'-0"
ARQUITECTONICA
BACKFLOW PREVENTER
OUTDOOR TERRACE
100'-0" R.O.W
ALTON ROAD
510'-0"
100'-0" R.O.W
STREET ELEV. +3'-6" NGVD
+9'-0" NGVD
+3'-6" NGVD
50'-0"
50'-0"
STREET ELEV. +3'-6" NGVD
WALKWAY ABOVE
+9'-0" NGVD
+3'-6" NGVD
STREET ELEV. +3'-6" NGVD
10 SHORT-TERM BICYCLE SPACES (RETAIL)
13'-11" 18'-0"
VALET STAND
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
18'-0"
2'-0"
2'-0"
GROUND LEV. +9'-0" NGVD
29'-5"
STREET ELEV. +4'-6" NGVD
T AN
PRIVATE TERRACE
DN " 0 5'-
+4'-0" NGVD
16'-0"
250'-0" " '-0 +9
VD NG
ER
PLANTER PLANTER
10'-0"
. CK F PA 15 S
IL MA SF
P ME 0 SF
BACKFLOW PREVENTER
OUTDOOR TERRACE
+4'-0" NGVD +4'-0" NGVD
YS ') BA R 40 NG GE ' x I D AR (12 A LO R L KS FO UC TR
+9'-0" NGVD
+8'-6" NGVD
UP 24'-0"
COMM. LOADING ZONE (10' x 20')
27'-11"
GROUND LEV. +9'-0" NGVD
PLANTER
10'-0"
2,1
V. LE D Y V B B NG LO -0" ' 9 +
6 SHORT-TERM BICYCLE SPACES (RETAIL)
S . RE EV EL
" '-0 +9
VD NG
4
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD
'-0 " TI EN Y D SI BB F RE LO 75 S
"N
GREASE TRAPS
DN 1'-8"
42" H. GLASS RAILING
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
61'-5" GROUND LEV. +9'-0" NGVD
+8'-6" NGVD
10'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
22 AL
D GV
'-0
17'-0"
STREET ELEV. +8'-6" NGVD 1:12 SLOPE
. SI RE EV. EL
./ SI RE IRE . F EV EL
VAN ACCESSIBLE
VAN ACCESSIBLE
PLANTER
I.
+9
D GV
11'-0"
22'-0"
13'-11" 18'-0"
6 SHORT-TERM BICYCLE SPACES (RETAIL)
STREET ELEV. +4'-6" NGVD
E AT IV V. PR LE E
N
12'-2"
+9'-0" NGVD
RE TU GE A A FE N R SIG E / AT L W AL W +3'-6" NGVD
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
50'-0" D GV "N 0 ' +8
OUTDOOR TERRACE
12'-2"
00 1,2
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
16'-0"
250'-0"
PRIVATE TERRACE
S
10'-6"
+5'-0" NGVD
COMM. LOADING ZONE (10' x 20')
54
DN " 0 5'-
V. ER
+8'-6" NGVD
PLANTER
H BO
./ RV SE IRE . F EV EL
49'-6"
8'-6"
D GV
+9
E AT IV V. PR LE E
H
R TE AN PL
25'-0"
"N '-0
E AT IV V. PR LE E
. RV
2 1:1 PE O SL
. CK F PA S
SE
+9'-0" NGVD
55'-7"
" '-6 +8
38
22'-0"
29'-5"
0"
" '-0 22
1 IL MA 5 SF
+9'-0" NGVD
UP 24'-0"
5'-
AL TI EN FF D SI P-O RE RO D
RM B. 5 SF 4
1,
UP
" '-0 +9
V. LE D Y V B B NG LO -0" ' 9 +
VD NG
WALKWAY ABOVE
V. .C LE D .C F BY GV F 00 S B 2 N LO -0" ' +9
AS
2,1
IL MA 0 SF
P M E SF
+4'-0" NGVD
11'-0" +9
D GV "N '-0
GROUND LEV. +9'-0" NGVD
VALET STAND
+8'-6" NGVD
E UR AL AT NTI N G E SI SID BBY F RE LO 565 S
TR
L IA NT E Y D SI B B F RE LO 75 S
18'-0"
'-0 " 22
. SI RE EV. EL
5 41
YS BA R 0') NG GE ' x 4 I D AR 12 A ( LO R L KS FO UC TR
+9'-0" NGVD
42" H. GLASS RAILING
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
./ SI RE IRE . F EV EL
SH
D GV "N '-0
DN 1'-8"
PLANTER
. SI . RE EV EL
A TR
2 1:1 PE O SL
+9
1:12 SLOPE
10'-0"
. RV SE
E AT IV V. PR LE E
+8'-6" NGVD
H BO
./ RV SE IRE . F EV EL
17'-0"
STREET ELEV. +8'-6" NGVD
"
. RV
+9
E AT IV V. PR LE E
E AT IV V. PR LE E
D GV "N 0 '-
'-0
38
22
14 IL MA 5 S F
VAN ACCESSIBLE
VAN ACCESSIBLE
0"
RM B. 5 SF
+
210'-0"
STREET ELEV. +8'-6" NGVD
0'-
0"
+8
'-0
"1
0'0"
+8'-6" NGVD
PLANTER
D GV
6 8'-
8'-6"
D GV "N 6 '-
'-0
"1 6 1,5
5'-
" '-0 22
+9
NG
+
G "N
11
'-0
11
C V. C. LE D F. 0 S F BY GV 0 B 2 N LO -0" ' +9
AL TI EN FF D SI P-O RE RO D
"N
VD
6" 8'-
VD
"
"
STREET ELEV. +8'-6" NGVD
E UR AL AT NTI N G E SI SID BBY F RE LO 5 S
SE
210'-0"
'-0
'-0
D GV "N 0 '+9
D
11
" '-0 22
11 D
+8
GV "N '-6
R
TE
AN
PL
2'-0"
ER
HOUSE
2'-0"
T AN PL
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
50'-0"
HOUSE
V NG 6" ' +8
STREET ELEV. +3'-6" NGVD
100'-0" R.O.W
STREET ELEV. +3'-6" NGVD
100'-0" R.O.W
STREET ELEV. +3'-6" NGVD
50'-0"
50'-0"
STREET ELEV. +3'-6" NGVD
10'-0"
+4'-0" NGVD
+3'-6" NGVD
STREET ELEV. +3'-6" NGVD
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
18'-0"
16'-0"
VALET STAND
UP 24'-0"
10'-0"
+4'-0" NGVD
2'-0"
2'-0"
PRIVATE TERRACE
G "N
42" H. GLASS RAILING
STREET ELEV. +4'-6" NGVD
ER
54
GROUND LEV. +9'-0" NGVD
10'-6"
+5'-0" NGVD
T AN PL
DN " 0 5'-
P ME 0 SF
10'-0"
+4'-0" NGVD +4'-0" NGVD
250'-0" D GV
D GV
YS ') BA R 40 G IN RGE 2' x D A LA (1 O L R KS FO UC TR
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER
10'-0"
0
2,1
+9
BACKFLOW PREVENTER
OUTDOOR TERRACE
G "N
'+9
PLANTER
PLANTER
+4'-0" NGVD
"N
VD
L IA
4
FP&L TRANSFORMER PAD (600 ALTON SITE)
DN 5'-0"
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
22 '-0 "
. SI RE EV. EL
./ SI RE IRE . F EV EL
6 SHORT-TERM BICYCLE SPACES (RETAIL)
. SI RE EV. EL
GREASE TRAPS
GROUND LEV. +9'-0" NGVD
10'-0"
+4'-0" NGVD
E AT IV V. PR LE E
+9'-0" NGVD
WALKWAY ABOVE
61'-5"
+5'-0" NGVD
4
P ME 0 SF
16'-0" 10'-6"
DN 1'-8"
12'-2"
F PA 15 S
49'-6"
1:12 SLOPE
PLANTER
+8'-6" NGVD
27'-11"
. CK
D
25'-0"
+8'-6" NGVD
COMM. LOADING ZONE (10' x 20')
V. LE D BY GV B N LO -0" ' +9
GV "N
55'-7"
./ RV SE IRE . F EV EL
VAN ACCESSIBLE
17'-0"
STREET ELEV. +8'-6" NGVD
H BO
. RV SE
+9'-0" NGVD
'-
VAN ACCESSIBLE
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
'-0 +9
S
+8'-6" NGVD
PLANTER
V NG 0"
+9
E AT IV V. PR LE E
E AT IV V. PR LE E
V. ER
8'-6"
VD NG
D
38
22'-0"
29'-5"
'+8
1 IL MA 5 SF
+9'-0" NGVD
UP 24'-0"
6"
5'-
H AS
VD
42" H. GLASS RAILING
VALET STAND
0"
0"
10'-0"
" '-0 +9
GROUND LEV. +9'-0" NGVD
'22
L IA NT F E F D SI P-O RE RO D
RM B. 5 SF 4
1,
TR
L IA NT E Y D SI B B F RE LO 5 S
VD NG
7 2,1
YS ') BA R 40 G IN RGE 2' x D A LA (1 O L R KS FO UC TR
+9'-0" NGVD
WALKWAY ABOVE
C V. C. LE D Y F. 0 SF B GV 0 B 2 N O " L '-0 +9
2 1:1 PE O SL
0"
NG
DN 1'-8"
+8'-6" NGVD
61'-5"
. SI RE EV. EL
6 SHORT-TERM BICYCLE SPACES (RETAIL)
./ SI RE IRE . F EV EL
H
2 1:1 PE O SL
'+9
1:12 SLOPE
PLANTER
. SI RE EV. EL
AS TR
UP 0" 1'-
E AT IV V. PR LE E
+8'-6" NGVD
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
. RV SE
17'-0"
STREET ELEV. +8'-6" NGVD
H BO
./ RV SE IRE . F EV EL
VAN ACCESSIBLE
"N
210'-0"
STREET ELEV. +8'-6" NGVD
RE L TU TIA A GN EN SI SID BBY F RE LO 565 S
27'-11"
.
D
10'-0"
S
V ER
'+9
E AT IV V. PR LE E
E AT IV V. PR LE E
GV
VAN ACCESSIBLE
N
+
0 9'-
11'-0"
38
N 0"
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
14 IL MA 5 SF
PLANTER
10 SHORT-TERM BICYCLE SPACES (RETAIL)
RM B. 5 SF
1,
'-6
+8'-6" NGVD
22'-0"
+8
8'-6"
D GV "N
D
GV
+8
13'-11" 18'-0"
0"
" '-0
12'-2"
5'-
22
250'-0"
C V. C. LE D Y F. 0 SF B GV 0 B 2 N O " L '-0 +9
11'-0"
RE L TU TIA A GN EN SI SID BBY F RE LO 565 S
+
0"
0"
D GV "N 0 '+9
L IA NT F E F D SI P-O RE RO D
" '-6
D GV
"N
6 8'-
'10
'10
STREET ELEV. +8'-6" NGVD
18'-0"
22
'-0 "
D
D
GV
" '-0 22
GV "N
" '-0 11
" '-0 11
'-0 +9
210'-0"
" '-0 11
" '-0 11
" '-0 22
VD NG 6" ' +8
R
TE
AN
PL
2'-0"
0" D GV "N 6 '+8
ER
HOUSE
2'-0"
'22
T AN PL
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
HOUSE
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10
20
50
100 ft
DATE: 03/11/2019
A1-21D
ARQUITECTONICA 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.
FINAL PB SUBMITTAL
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
TYPICAL TRUCK MANEUVERING DIAGRAMS
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10
20
50
100 ft
DATE: 03/11/2019
A1-21E
LEVEL 41 +471'-0" NGVD LEVEL 40 +459'-4" NGVD LEVEL 39 +447'-8" NGVD LEVEL 38 +436'-0" NGVD LEVEL 37 +424'-4" NGVD LEVEL 36 +409'-8" NGVD
LEVEL 35 +392'-8" NGVD LEVEL 34 +379'-8" NGVD LEVEL 33 +368'-0" NGVD LEVEL 32 +356'-4" NGVD LEVEL 31 +344'-8" NGVD LEVEL 30 +333'-0" NGVD LEVEL 29 +321'-4" NGVD LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD LEVEL 14 +156'-0" NGVD LEVEL 13 +145'-4" NGVD LEVEL 12 +134'-8" NGVD LEVEL 11 +124'-0" NGVD LEVEL 10 +113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
LEVEL 05 +60'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
SIDEWALK ELEV. +4'-0" NGVD STREET ELEV. +3'-6" NGVD
LOBBY LEVEL +9'-0" NGVD BASEMENT LEVEL +0'-0" NGVD
38'-0"
18'-0" LEVEL 02 +33'-0" NGVD
LOBBY LEV. +9'-0" NGVD
CMB GRADE +4'.62" NGVD
5'-0"
PKG - LEV 01 +9'-0" NGVD SIDEWALK ELEV. +5'-6" NGVD
LEVEL 02 +33'-0" NGVD
24'-0"
PKG - LEV 02 +19'-0" NGVD
5'-0"
19'-0" (17'-6" Min. Required)
PKG - LEV 03 +29'-0" NGVD
BASEMENT LEV. +0'-0" NGVD
MAIN ROOF +51'-0" NGVD
27'-0"
PKG - LEV 04 +39'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4'.62" NGVD
CMB GRADE +4'.62" NGVD B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
40'-0" MAX. ALLOWED BLDG HEIGHT
11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 14'-4" 14'-8" 17'-0" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 12'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 13'-0"
LEVEL 42 +482'-8" NGVD
24'-0"
16'-0" 16'-0" 21'-0" 9'-6" 9'-0" 10'-0" 10'-0" 10'-0"
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
23'-0" (17'-6" Min. Required)
BRIDGE BEYOND (T.B.D.)
LEVEL 43 +494'-4" NGVD
PROPERTY LINE
AMENITY LEV. 05 +60'-0" NGVD
LEVEL 44 +506'-0" NGVD
PROPERTY LINE
+76'-0" NGVD
LEVEL 45 +517'-8" NGVD
519'-0" ABOVE B.F.E +5'-0"
AMENITY LEV. 06
MAIN ROOF LEV. +532'-0" NGVD
PROPERTY LINE
PROPERTY LINE
20 FT SETBACK
PROPERTY LINE
ROOF LEV. +92'-0" NGVD
MECH. LEV. +547'-0" NGVD
25'-0"
25'-0"
UPPER ROOF LEV. +557'-0" NGVD
SIDEWALK ELEV. +4'-0" NGVD STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-6" NGVD
CMB GRADE +4.62' NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500/600/700 ALTON ROAD EAST ELEVATION
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-01
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500/600/700 ALTON ROAD EAST ELEVATION - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-02
25'-0"
MECH. LEV. +547'-0" NGVD
25'-0"
UPPER ROOF LEV. +557'-0" NGVD
LEVEL 44 +506'-0" NGVD LEVEL 43 +494'-4" NGVD LEVEL 42 +482'-8" NGVD LEVEL 41 +471'-0" NGVD LEVEL 40 +459'-4" NGVD LEVEL 39 +447'-8" NGVD LEVEL 38 +436'-0" NGVD LEVEL 37 +424'-4" NGVD LEVEL 36 +409'-8" NGVD
14'-8"
+517'-8" NGVD
17'-0"
LEVEL 45
11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 14'-4"
MAIN ROOF LEV. +532'-0" NGVD
519'-0" ABOVE B.F.E +5'-0"
LEVEL 29 +321'-4" NGVD LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD LEVEL 14
+113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
LEVEL 06 +70'-8" NGVD LEVEL 05 +60'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD
BASE FLOOD ELEV. +8'-0" NGVD
18'-0" 38'-0"
LEVEL 02 +33'-0" NGVD
LEVEL 02 +33'-0" NGVD
24'-0"
24'-0" 5'-0"
40'-0" MAX. ALLOWED BLDG HEIGHT
MAIN ROOF +51'-0" NGVD
LOBBY LEV. +9'-0" NGVD SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD CMB GRADE +4.62' NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
CMB GRADE +4'.62" NGVD
LOBBY LEVEL +9'-0" NGVD BASEMENT LEVEL +0'-0" NGVD
R.O.W. LINE
LEVEL 10
PROPERTY LINE
+134'-8" NGVD LEVEL 11 +124'-0" NGVD
20 FT SETBACK
LEVEL 12
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
+156'-0" NGVD LEVEL 13 +145'-4" NGVD
ROOF LEV. +92'-0" NGVD
AMENITY LEV. 06 +76'-0" NGVD
AMENITY LEV. 05 +60'-0" NGVD
PKG - LEV 04 +39'-0" NGVD
FINAL PB SUBMITTAL
SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD
500/600/700 ALTON ROAD WEST ELEVATION 0
10 20
PKG - LEV 02 +19'-0" NGVD PKG - LEV 01 +9'-0" NGVD SIDEWALK ELEV. +5'-6" NGVD
DATE: 03/11/2019 50
PKG - LEV 03 +29'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
BRIDGE BEYOND (T.B.D.)
100 ft
A2-03
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
LEVEL 30 +333'-0" NGVD
16'-0"
+344'-8" NGVD
16'-0"
+356'-4" NGVD LEVEL 31
21'-0"
LEVEL 32
9'-6" 9'-0" 10'-0" 10'-0" 10'-0"
LEVEL 33 +368'-0" NGVD
23'-7" (17'-6" Min. Required)
LEVEL 34 +379'-8" NGVD
20'-6" (17'-6" Min. Required)
+392'-8" NGVD
27'-0" 4'-0" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 12'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 13'-0"
LEVEL 35
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500/600/700 ALTON ROAD WEST ELEVATION - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-04
25'-0"
MECH. LEV. +547'-0" NGVD
25'-0"
TOP OF MECH. EQUIP. +557'-0" NGVD
LEVEL 40 +459'-4" NGVD LEVEL 39 +447'-8" NGVD LEVEL 38 +436'-0" NGVD LEVEL 37 +424'-4" NGVD LEVEL 36 +409'-8" NGVD
LEVEL 35 +392'-8" NGVD LEVEL 34 +379'-8" NGVD LEVEL 33 +368'-0" NGVD LEVEL 32 +356'-4" NGVD LEVEL 31 +344'-8" NGVD LEVEL 30 +333'-0" NGVD
519'-0" ABOVE B.F.E +5'-0"
LEVEL 29 +321'-4" NGVD LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD LEVEL 14
+113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD LEVEL 05
PROPERTY LINE
LEVEL 10
20 FT SETBACK
+134'-8" NGVD LEVEL 11 +124'-0" NGVD
10 FT SETBACK
LEVEL 12
PROPERTY LINE
+156'-0" NGVD LEVEL 13 +145'-4" NGVD
ROOF LEV. +92'-0" NGVD
AMENITY LEV. 06 +76'-0" NGVD
POOL DECK LEV. +60'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4.62' NGVD
LOBBY LEV. +9'-0" NGVD SIDEWALK ELEV. +4'-0" NGVD STREET ELEV. +3'-6" NGVD
SIDEWALK ELEV. +8'-6" NGVD STREET ELEV. +8'-0" NGVD
SIDEWALK ELEV. +5'-6" NGVD STREET ELEV. +5'-0" NGVD
PKG - LEV 04 +39'-0" NGVD PKG - LEV 03 +29'-0" NGVD PKG - LEV 02 +19'-0" NGVD
5'-0"
5'-0"
24'-0"
+33'-0" NGVD
18'-1" (17'-6" Min. Required)
LEVEL 02
47'-0"
27'-0"
21'-0"
+60'-0" NGVD
PKG - LEV 01 +9'-0" NGVD BASEMENT LEV. +0'-0" NGVD
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
+471'-0" NGVD
16'-0"
+482'-8" NGVD LEVEL 41
16'-0"
+494'-4" NGVD LEVEL 42
9'-0" 10'-0" 10'-0" 10'-0"
LEVEL 43
14'-8"
+506'-0" NGVD
17'-0"
LEVEL 44
10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 12'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 13'-0"
LEVEL 45 +517'-8" NGVD
11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 14'-4"
ROOF TOP LEV. +532'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4.62' NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500 ALTON ROAD NORTH ELEVATION
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-05
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500 ALTON ROAD NORTH ELEVATION - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-06
11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 14'-4" 14'-8" 17'-0" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 12'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 13'-0"
LEVEL 42 +482'-8" NGVD LEVEL 41 +471'-0" NGVD LEVEL 40 +459'-4" NGVD LEVEL 39 +447'-8" NGVD LEVEL 38 +436'-0" NGVD LEVEL 37 +424'-4" NGVD LEVEL 36 +409'-8" NGVD
LEVEL 35 +392'-8" NGVD LEVEL 34 +379'-8" NGVD LEVEL 33 +368'-0" NGVD LEVEL 32 +356'-4" NGVD LEVEL 31 +344'-8" NGVD LEVEL 30 +333'-0" NGVD LEVEL 29 +321'-4" NGVD LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD LEVEL 14 +156'-0" NGVD LEVEL 13 +145'-4" NGVD LEVEL 12 +134'-8" NGVD LEVEL 11 +124'-0" NGVD LEVEL 10 +113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD LEVEL 05
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
24'-0"
+33'-0" NGVD
LOBBY LEV. +9'-0" NGVD SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD
SIDEWALK ELEV. +3'-6" NGVD STREET ELEV. +3'-0" NGVD
5'-0"
16'-0" 16'-0"
LEVEL 43 +494'-4" NGVD
27'-0" 5'-6" 5'-0"
PKG - LEV 02 +19'-0" NGVD PKG - LEV 01 +9'-0" NGVD BASEMENT LEV. +0'-0" NGVD
LEVEL 44 +506'-0" NGVD
LEVEL 02
18'-6" (17'-6" Min. Required)
PKG - LEV 03 +29'-0" NGVD
47'-0"
PKG - LEV 04 +39'-0" NGVD
LEVEL 45 +517'-8" NGVD
+60'-0" NGVD
21'-0" 9'-0" 10'-0" 10'-0" 10'-0"
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
POOL DECK LEV. +60'-0" NGVD
ROOF TOP LEV. +532'-0" NGVD
519'-0" ABOVE B.F.E +5'-0"
AMENITY LEV. 06 +76'-0" NGVD
PROPERTY LINE
10 FT SETBACK
20 FT SETBACK
PROPERTY LINE
ROOF LEV. +92'-0" NGVD
MECH. LEV. +547'-0" NGVD
25'-0"
25'-0"
TOP OF MECH. EQUIP. +557'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4.62' NGVD
CMB GRADE +4.62' NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500 ALTON ROAD SOUTH ELEVATION
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-07
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500 ALTON ROAD SOUTH ELEVATION - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-08
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
PROPERTY LINE
10 FT SETBACK
PROPERTY LINE
PROPERTY LINE
5'-0"
LOBBY LEV. +9'-0" NGVD
5'-0"
24'-0"
LEVEL 02 +33'-0" NGVD
40'-0" MAX. ALLOWED BLDG HEIGHT
38'-0"
18'-0"
MAIN ROOF +51'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD STREET ELEV. +3'-6" NGVD
STREET ELEV. +5'-6" NGVD SIDEWALK ELEV. +6'-0" NGVD CMB GRADE +4.62' NGVD
CMB GRADE +4.62' NGVD
600 ALTON - SOUTH ELEVATION
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
600 ALTON SOUTH ELEVATION
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-09
600 ALTON - SOUTH ELEVATION
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
600 ALTON SOUTH ELEVATION - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-10
LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD LEVEL 05 +60'-0" NGVD
27'-0"
PKG - LEV 04 +39'-0" NGVD
LEVEL 09 +102'-8" NGVD
PROPERTY LINE
10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8"
PROPERTY LINE
20 FT MIN. SETBACK
21'-0"
19'-0" (17'-6" Min. Required)
PKG - LEV 03 +29'-0" NGVD PKG - LEV 02 +19'-0" NGVD PKG - LEV 01 +9'-0" NGVD SIDEWALK ELEV. +5'-6" NGVD BASEMENT LEV. +0'-0" NGVD
SIDEWALK ELEV. +4'-0" NGVD STREET ELEV. +3'-6" NGVD
CMB GRADE +4'.62" NGVD
PROPERTY LINE
LOBBY LEVEL +9'-0" NGVD BASEMENT LEVEL +0'-0" NGVD
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
PROPERTY LINE
PROPERTY LINE
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
LEVEL 02 +33'-0" NGVD
24'-0"
AMENITY LEV. 05 +60'-0" NGVD
9'-6" 9'-0" 10'-0" 10'-0" 10'-0"
DGE BEYOND (T.B.D.)
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
16'-0"
AMENITY LEV. 06 +76'-0" NGVD
PROPERTY LINE
16'-0"
ROOF LEV. +92'-0" NGVD
LEVEL 10 +113'-4" NGVD
38'-0"
40'-0" MAX. ALLOWED BLDG HEIGHT
18'-0"
MAIN ROOF +51'-0" NGVD
CMB GRADE +4'.62" NGVD
5'-0"
LOBBY LEV. +9'-0" NGVD
5'-0"
24'-0"
LEVEL 02 +33'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4'.62" NGVD
CMB GRADE +4'.62" NGVD B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV.
SIDEWALK ELEV. +4'-0" NGVD STREET ELEV.
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
B.F.E + 5"-0" +13'-0" NGVD
STREET ELEV. +3'-6" NGVD
FINAL PB SUBMITTAL
STREET ELEVATION ALTON ROAD
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-11
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
20 FT MIN. SETBACK
PROPERTY LINE PROPERTY LINE
ARQUITECTONICA
FINAL PB SUBMITTAL
STREET ELEVATION ALTON ROAD - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-12
PROPERTY LINE
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
PROPERTY LINE
38'-0"
40'-0" MAX. ALLOWED BLDG HEIGHT
18'-0"
MAIN ROOF +51'-0" NGVD
24'-0"
LEVEL 02 +33'-0" NGVD
CMB GRADE +4'.62" NGVD
LOBBY LEVEL +9'-0" NGVD BASEMENT LEVEL +0'-0" NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
24'-0"
23'-7" (17'-6" Min. Required)
LEVEL 05 +60'-0" NGVD
PROPERTY LINE
LEVEL 06 +70'-8" NGVD
SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD CMB GRADE +4.62' NGVD
20 FT MIN. SETBACK
LEVEL 07 +81'-4" NGVD
CMB GRADE +4'.62" NGVD
PROPERTY LINE
LEVEL 08 +92'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD
LOBBY LEV. +9'-0" NGVD
20'-6" (17'-6" Min. Required)
PROPERTY LINE
LEVEL 09 +102'-8" NGVD
27'-0" 4'-0" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8"
LEVEL 10 +113'-4" NGVD
5'-0"
B.F.E + 5"-0" +13'-0" NGVD SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD
LEVEL 02 +33'-0" NGVD
SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD
FINAL PB SUBMITTAL
STREET ELEVATION WEST AVENUE
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
BRIDGE BEYOND (T.B.D.)
A2-13
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
PROPERTY LINE PROPERTY LINE
PROPERTY LINE
20 FT MIN. SETBACK
PROPERTY LINE
PROPERTY LINE PROPERTY LINE
ARQUITECTONICA
STREET ELEVATION WEST AVENUE - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-14
10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8"
PROPERTY LINE
10 FT MIN. SETBACK
20 FT MIN. SETBACK
PROPERTY LINE
POOL DECK LEV. +60'-0" NGVD
PKG - LEV 01 +9'-0" NGVD BASEMENT LEV. +0'-0" NGVD B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD LEVEL 05 +60'-0" NGVD
27'-0" 5'-6" 5'-0"
LEVEL 02 +33'-0" NGVD
24'-0"
PKG - LEV 02 +19'-0" NGVD
18'-6" (17'-6" Min. Required)
PKG - LEV 03 +29'-0" NGVD
47'-0"
PKG - LEV 04 +39'-0" NGVD
LEVEL 09 +102'-8" NGVD
5'-0"
16'-0" 16'-0"
AMENITY LEV. 06 +76'-0" NGVD
21'-0" 9'-0" 10'-0" 10'-0" 10'-0"
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
ROOF LEV. +92'-0" NGVD
LEVEL 10 +113'-4" NGVD
LOBBY LEV. +9'-0" NGVD SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
SIDEWALK ELEV. +3'-6" NGVD STREET ELEV. +3'-0" NGVD
FINAL PB SUBMITTAL
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4.62' NGVD
STREET ELEVATIONS 5TH STREET
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-15
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
PROPERTY LINE
10 FT MIN. SETBACK
20 FT MIN. SETBACK
PROPERTY LINE
ARQUITECTONICA
STREET ELEVATIONS 5TH STREET - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-16
AMENITY LEV. 06 +76'-0" NGVD
POOL DECK LEV. +60'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4.62' NGVD
LOBBY LEV. +9'-0" NGVD
SIDEWALK ELEV. +8'-6" NGVD STREET ELEV. +8'-0" NGVD
SIDEWALK ELEV. +4'-0" NGVD STREET ELEV. +3'-6" NGVD
SIDEWALK ELEV. +5'-6" NGVD STREET ELEV. +5'-0" NGVD
PKG - LEV 04 +39'-0" NGVD PKG - LEV 03 +29'-0" NGVD PKG - LEV 02 +19'-0" NGVD
5'-0"
5'-0"
24'-0"
18'-1" (17'-6" Min. Required)
LEVEL 02 +33'-0" NGVD
47'-0"
27'-0"
LEVEL 05 +60'-0" NGVD
ROOF LEV. +92'-0" NGVD
PROPERTY LINE
LEVEL 06 +70'-8" NGVD
20 FT MIN. SETBACK
LEVEL 07 +81'-4" NGVD
10 FT MIN. SETBACK
LEVEL 08 +92'-0" NGVD
PROPERTY LINE
LEVEL 09 +102'-8" NGVD
10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8"
LEVEL 10 +113'-4" NGVD
PKG - LEV 01 +9'-0" NGVD BASEMENT LEV. +0'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE
PROPERTY LINE
10 FT SETBACK
PROPERTY LINE
PROPERTY LINE
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
6TH STREET - NORTH ELEVATION
5'-0"
LOBBY LEV. +9'-0" NGVD
5'-0"
24'-0"
LEVEL 02 +33'-0" NGVD
40'-0" MAX. ALLOWED BLDG HEIGHT
38'-0"
18'-0"
MAIN ROOF +51'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD STREET ELEV. +3'-6" NGVD
STREET ELEV. +5'-6" NGVD SIDEWALK ELEV. +6'-0" NGVD CMB GRADE +4.62' NGVD
CMB GRADE +4.62' NGVD
6TH STREET - SOUTH ELEVATION
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
STREET ELEVATIONS 6TH STREET
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-17
PROPERTY LINE
20 FT MIN. SETBACK
10 FT MIN. SETBACK
PROPERTY LINE
6TH STREET - NORTH ELEVATION
6TH STREET - SOUTH ELEVATION
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
STREET ELEVATIONS 6TH STREET - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-18
muscle2
WEST AVENUE
DETAIL SECTION 01B
5TH STREET BAYWALK CONNECTOR BRIDGE (FOR REFERENCE ONLY)
7TH STREET
6TH STREET
LEVEL 42 +482'-8" NGVD LEVEL 41 +471'-0" NGVD LEVEL 40 +459'-4" NGVD
KEY PLAN
LEVEL 39 +447'-8" NGVD LEVEL 38 +436'-0" NGVD LEVEL 37 +424'-4" NGVD LEVEL 36 +409'-8" NGVD
LEVEL 35 +392'-8" NGVD LEVEL 34 +379'-8" NGVD LEVEL 33 +368'-0" NGVD LEVEL 32 +356'-4" NGVD LEVEL 31 +344'-8" NGVD LEVEL 30 +333'-0" NGVD LEVEL 29 +321'-4" NGVD LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD LEVEL 14 +156'-0" NGVD LEVEL 13 +145'-4" NGVD LEVEL 12 +134'-8" NGVD LEVEL 11 +124'-0" NGVD
10' SETBACK
LEVEL 10 +113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD LEVEL 05 +60'-0" NGVD
LEVEL 02 +33'-0" NGVD
B.F.E + 5'-0" LOBBY LEV. +9'-0" NGVD
5'-0"
9'-0" 10'-0" 10'-0" 10'-0" 17'-0"
ALTON ROAD
LEVEL 43 +494'-4" NGVD
10' SETBACK
ZONE 02 - 6 UN./FL - 7 FL ZONE 02 - 6 UN./FL - 10 FL ZONE 01 - 11 UN./FL - 22 FL 2'-0" 2'-0" 14'-0" 9'-0" 10'-0" 10'-0" 10'-0" 10'-0"6'-0" 14'-0"
20' SETBACK
PROPERTY LINE
16'-0" 16'-0"
21'-0" 9'-0" 10'-0" 10'-0" 10'-0"
47'-0" 60'-0"
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
5'-0"
PKG - LEV 01 +9'-0" NGVD SIDEWALK ELEV. +5'-6" NGVD
LEVEL 44 +506'-0" NGVD
A 01
PKG - LEV 02 +19'-0" NGVD
MCARTHUR CAUSEW
PKG - LEV 03 +29'-0" NGVD
LEVEL 45 +517'-8" NGVD
519'-0" ABOVE B.F.E +5'-0"
+13'-0" NGVD B.F.E +8'-0" NGVD
PKG - LEV 04 +39'-0" NGVD
MAIN ROOF LEV. +532'-0" NGVD
24'-0"
B.F.E + 5'-0"
AMENITY LEV. 05 +60'-0" NGVD
4'-0" 20'-0"
RESIDENTIAL RESID. AMENITIES RETAIL F&B PARKING BOH
ROOF DECK LEV. +537'-0" NGVD
25'-0"
AMENITY LEV. 06 +76'-0" NGVD
27'-0" 5'-0" 2'-4" 2'-0" 2'-0" 15'-0" 2'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"4'-0" 23'-0" 17'-0" 12'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 14'-0"
MECH. ROOF LEV. +92'-0" NGVD
MECH. LEV. +547'-0" NGVD
5TH STREETAY
3'-0"
UPPER ROOF LEV. +557'-0" NGVD
+13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
SIDEWALK ELEV. +4'-0" NGVD
BASEMENT LEV. +0'-0" NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
SECTION 01A DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
50
100 ft
A3-01A
UR
E LF
RA
TU
EC IT CH E R V A O AB
D GV
"N
+5 R
TE AN
PL 4'0"
3
+5
"N
6TH STREET
E
AT
VE LIS BO EL E A R T UR D A) OO RE EN CT OP RU SF F R E A O T T S 295 % LA 3, 8.82 R P (1 OO FL
S AS GL N E H G RE HI T -SC 8 F IND W
0 7'-
3
D GV
0 7'-
D
GV
15 " '-0
7 53
+
ED IS K RA EC SF D 5
R
TE
AN PL
AMENITY DECK BELOW
. EV
OL
37
'-0
"
PO
AP
L CK D DE GV N 0" 7'-
L
RO 3 +5
B.
VD
ER
" '-0
+5
NG
./ RV SE IRE . F EV EL
H O.
"
0 5'-
BY OB F DN L S . 0"
2,3
E
0"
6'-
.
0" 5'-
V G LE 10
37
EC EL
T
F 5S D ,25 E : 6 LOW A L E AR X. A CK MA DE SF .5 72 6,3 R TE N ME EE RI CR E P -S D IN W
D
GV
OF
E AT IV V. PR LE E
T AN PL
+5
V LE CK D DE GV OF " N RO 7'-0 3 +5
5'-
RE FI EV. EL
N SU
VD
3
0"
'37
+5
AL UR VE CT BO E IT E A CH UR AR AT E F
5
1,0
EL
V LE OF VD O R NG IN " MA 2'-0 3 +5
S AS GL N E H G RE HI T -SC 8 F IND W
W
VD
37
+5
TO
R TE
AN PL
"
'-0
20
" '-0 10
'-0
G "N
A PL
TO
ER
G
ER NT
I TO
H
IN OL CO
NG
DN " 0 5'-
T ILE
T LE
"N
P F ME0 GS
.
E AT IV V. PR LE E
A SP
DN 0" 5'-
VD
A SP
0"
'37
NG
+5
D
GV
N 0"
ER
T AN
VD
G
PL
+5
37
'-0
"N
B
01
'37 +5
0 7'-
E AT IV V. PR LE E
O.
B.
CK DE
R TE
AN PL
6,2
D
+5
"N
5
" '-0 75
V NG
'-0
10'-0"
3'-0"
3'-0"
KEY PLAN
8 FT TALL GLASS WINDSCREEN
ELEVATOR OVERR.
ARCHITECTURAL FEATURE
MECHANICAL
COLUMN
17'-0"
8 FT TALL PLANTER 5 FT HIGH ROOF DECK
8'-0"
5 FT TALL POOL
ROOF AMENITY DECK
ELEVATORS/ STAIRS
ELEV. LOBBY
MECH. LEV. +547'-0" NGVD 8 FT TALL GLASS WINDSCREEN MAIN ROOF LEVEL
ELEVATORS/ STAIRS
5 FT TALL PLANTER
ROOF DECK LEV. +537'-0" NGVD
ROOF DECK
5'-0"
POOL
5'-0"
DECK
5'-0"
5'-0"
MECHANICAL PLANTER
25'-0"
9'-0"
COLUMN BEYOND
SERVICE STAIR/ ELEVATOR OVERR.
UPPER ROOF LEV. +557'-0" NGVD
PLANTER
RESIDENTIAL UNIT
ELEVATORS/ STAIRS
ELEV. LOBBY
ELEVATORS/ STAIRS
RESIDENTIAL UNIT LEVEL 45 +517'-8" NGVD
519'-0" ABOVE B.F.E. + 5'-0"
MAIN ROOF LEV. +532'-0" NGVD
DETAIL SECTION 01B
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
DETAIL SECTION 01B DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
1
2
5
10
20 ft
A3-01B
muscle2
WEST AVENUE 5TH STREET BAYWALK CONNECTOR BRIDGE (FOR REFERENCE ONLY)
25'-0"
02
LEVEL 33 +368'-0" NGVD LEVEL 32 +356'-4" NGVD LEVEL 31 +344'-8" NGVD LEVEL 30 +333'-0" NGVD
519'-0" ABOVE B.F.E +5'-0"
LEVEL 29 +321'-4" NGVD
RESIDENTIAL RESID. AMENITIES RETAIL F&B PARKING BOH
LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD
LEVEL 13 +145'-4" NGVD LEVEL 12 +134'-8" NGVD LEVEL 11 +124'-0" NGVD LEVEL 10 +113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
LEVEL 06 +70'-8" NGVD LEVEL 05 +60'-0" NGVD
27'-0"
18'-0"
24'-0"
24'-0"
DRIVE AISLE
CROSS-BLOCK PASSAGE
GROUND LEVEL +9'-0" NGVD STREET LEVEL +8'-0" NGVD CMB GRADE +4.62' NGVD
LOBBY LEVEL +9'-0" NGVD
9'-0" 10'-0" 10'-0" 10'-0" 17'-0"
BASE FLOOD ELEV. +8'-0" NGVD
LEVEL 02 +33'-0" NGVD
LEVEL 02 +33'-0" NGVD
5'-0"
B.F.E + 5"-0" +13'-0" NGVD
38'-0"
40'-0" MAX. ALLOWED BLDG HEIGHT
MAIN ROOF +51'-0" NGVD
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
LEVEL 14 +156'-0" NGVD
CMB +4.62' NGVD BASEMENT LEVEL +0'-0" NGVD
ROOF LEV. +92'-0" NGVD
AMENITY LEV. 06 +76'-0" NGVD
AMENITY LEV. 05 +60'-0" NGVD
PKG - LEV 04 +39'-0" NGVD PKG - LEV 03 +29'-0" NGVD PKG - LEV 02 +19'-0" NGVD PKG - LEV 01 +9'-0" NGVD SIDEWALK ELEV. +5'-6" NGVD
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
LEVEL 34 +379'-8" NGVD
5'-0"
LEVEL 35 +392'-8" NGVD
47'-0"
LEVEL 36 +409'-8" NGVD
16'-0"
LEVEL 37 +424'-4" NGVD
16'-0"
LEVEL 38 +436'-0" NGVD
21'-0"
KEY PLAN
9'-0" 10'-0" 10'-0" 10'-0"
LEVEL 39 +447'-8" NGVD
PROPERTY LINE
LEVEL 40 +459'-4" NGVD
20' SETBACK
LEVEL 41 +471'-0" NGVD
9'-0" 10'-0" 10'-0" 10'-0" 10'-0"6'-0"
LEVEL 42 +482'-8" NGVD
14'-8"
LEVEL 43 +494'-4" NGVD
7TH STREET
6TH STREET
ALTON ROAD
17'-0"
+517'-8" NGVD LEVEL 44 +506'-0" NGVD
10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 12'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 13'-0"
LEVEL 45
11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 14'-4"
MAIN ROOF LEV. +532'-0" NGVD
19'-6" (17'-6" Min. Required)
MCARTHUR CAUSEW
5TH STREETAY
MECH. LEV. +547'-0" NGVD
25'-0"
UPPER ROOF LEV. +557'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD B.F.E +8'-0" NGVD
CMB GRADE +4.62' NGVD BASEMENT LEV.
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
SECTION 02 DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A3-02
muscle2
WEST AVENUE 5TH STREET BAYWALK CONNECTOR BRIDGE (FOR REFERENCE ONLY)
MCARTHUR CAUSEW
5TH STREETAY 6TH STREET
7TH STREET
03
ALTON ROAD
20'-0"
ELEVATED WALKWAY
FLEX SPACE
RETAIL LOBBY LEV. +9'-0" NGVD
WALKWAY
STREET ELEV. +5'-6" NGVD
SIDEWALK ELEV. +4'-0" NGVD
SIDEWALK ELEV. +6'-0" NGVD
5'-0"
PARK
5'-0"
20'-0"
24'-0"
LEVEL 02 +33'-0" NGVD
40'-0" MAX. ALLOWED BLDG HEIGHT
OUTDOOR SEATING
38'-0"
F&B
18'-0"
15'-0"
3'-0"
MAIN ROOF +51'-0" NGVD
4'-0"
OUTDOOR SEATING
PROPERTY LINE
10 FT SETBACK
PROPERTY LINE
PROPERTY LINE
MECH.
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
KEY PLAN
B.F.E + 5'-0" +13'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD STREET ELEV. +3'-6" NGVD
RESIDENTIAL RESID. AMENITIES RETAIL F&B PARKING BOH
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
SECTION 03 DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A3-03
muscle2
WEST AVENUE 5TH STREET BAYWALK CONNECTOR BRIDGE (FOR REFERENCE ONLY)
KEY PLAN
LEVEL 37 +424'-4" NGVD LEVEL 36 +409'-8" NGVD
LEVEL 35 +392'-8" NGVD LEVEL 34 +379'-8" NGVD LEVEL 33 +368'-0" NGVD LEVEL 32 +356'-4" NGVD LEVEL 31 +344'-8" NGVD LEVEL 30 +333'-0" NGVD LEVEL 29 +321'-4" NGVD LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD LEVEL 14 +156'-0" NGVD LEVEL 13 +145'-4" NGVD LEVEL 12 +134'-8" NGVD LEVEL 11 +124'-0" NGVD LEVEL 10 +113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07
MECHANICAL ROOF
CMB GRADE +4'.62" NGVD
OUTDOOR TERRACE
STAIR CORE
DRIVE AISLE
RETAIL
CROSS-BLOCK PASSAGE
RETAIL
STAIR CORE
GATHERING SPACE
PARK
DOG PARK
PARK LOBBY LEV. +9'-0" NGVD PARK ELEV. +4'-6" NGVD
40'-0" MAX. ALLOWED BLDG HEIGHT
4'-0"
LEVEL 02 +33'-0" NGVD
20'-0"
6th STREET
38'-0"
ELEVATED WALKWAY
5'-0"
Restrooms
18'-0"
15'-0"
F&B
PASSAGE 21'-0" (17'-6" Min. Required)
24'-0" LOBBY LEVEL +9'-0" NGVD BASEMENT LEVEL +0'-0" NGVD
66'-11"
3'-0"
MAIN ROOF +51'-0" NGVD
24'-0"
LEVEL 05 +60'-0" NGVD
5'-0"
LEVEL 06 +70'-8" NGVD
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
+81'-4" NGVD
+33'-0" NGVD
CMB GRADE +4.62' NGVD
7TH STREET
6TH STREET
LEVEL 38 +436'-0" NGVD
15'-0"
25'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 14'-4" 14'-8" 17'-0"
LEVEL 39 +447'-8" NGVD
27'-0"
10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 12'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 13'-0"
16'-0" 16'-0" 21'-0" 9'-6" 9'-0" 10'-0" 10'-0" 10'-0"
LEVEL 40 +459'-4" NGVD
PROPERTY LINE
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
LEVEL 41 +471'-0" NGVD
PROPERTY LINE
23'-0" (17'-6" Min. Required)
LEVEL 42 +482'-8" NGVD
F&B
PKG - LEV 01 +9'-0" NGVD SIDEWALK ELEV. +5'-6" NGVD
CMB GRADE +4.62' NGVD
ALTON ROAD
LEVEL 02
PKG - LEV 02 +19'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
MCARTHUR CAUSEW
PKG - LEV 03 +29'-0" NGVD
BASEMENT LEV. +0'-0" NGVD
LEVEL 43 +494'-4" NGVD
PROPERTY LINE
PKG - LEV 04 +39'-0" NGVD
LEVEL 44 +506'-0" NGVD
PROPERTY LINE
AMENITY LEV. 05 +60'-0" NGVD
04
LEVEL 45 +517'-8" NGVD
519'-0" ABOVE B.F.E +5'-0"
+76'-0" NGVD
MAIN ROOF LEV. +532'-0" NGVD
PROPERTY LINE
AMENITY LEV. 06
25'-0"
PROPERTY LINE
20 FT SETBACK
PROPERTY LINE
ROOF LEV. +92'-0" NGVD
MECH. LEV. +547'-0" NGVD
5TH STREETAY
UPPER ROOF LEV. +557'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD STREET ELEV. +3'-6" NGVD
CMB +4.62' NGVD
SIDEWALK ELEV. +4'-0" NGVD STREET ELEV. +3'-6" NGVD
RESIDENTIAL RESID. AMENITIES RETAIL F&B PARKING BOH
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
SECTION 04 DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A3-04
muscle2
WEST AVENUE 5TH STREET BAYWALK CONNECTOR BRIDGE (FOR REFERENCE ONLY)
MCARTHUR CAUSEW
5TH STREETAY ALTON ROAD 6TH STREET
7TH STREET
05
PROPERTY LINE
10' SETBACK
PROPERTY LINE
KEY PLAN
LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD LEVEL 05 +60'-0" NGVD
PKG - LEV 01 +9'-0" NGVD
CMB +4.62' NGVD
LEVEL 02 +33'-0" NGVD
RAMP DOWN BEYOND
LOBBY LEV. +9'-0" NGVD BASEMENT LEVEL +0'-0" NGVD
LOADING
LOADING BAY +4'-0" NGVD
5'-0"
10'-0"
PKG - LEV 02 +19'-0" NGVD
20'-0"
PKG - LEV 03 +29'-0" NGVD
10'-0"
PKG - LEV 04 +39'-0" NGVD
14'-1"
LEVEL 05 +60'-0" NGVD
B.F.E + 5"+13'-0" NGV BASE FLOOD ELE +8'-0" NG
STREET ELEV. +3'-6" NGVD
RESIDENTIAL RESID. AMENITIES RETAIL F&B PARKING BOH
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
SECTION 05 DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A3-05
⅊
30'-1"
N A L P
TER
35'-0"
1:12 SLOPE
RAMP UP 2'-6"
⅊
+6'-0" NGVD
10'-0"
10'-0"
10'-0"
⅊
500 ALTON - TYPICAL RENDERED SIGNAGE ELEVATION
E AG GN
SI
110 SF
E G A N IG
S
⅊
01 - SIGNAGE VIEW
PRIVATE TERRACE
30'-1"
10'-0"
E R U E T G A A FE GN I R S E / T A LL W A W +3'-6" NGVD
110 SF
⅊
⅊ 02 - SIGNAGE VIEW
GROUND LEV. +9'-0" NGVD
SIGNAGE
⅊
600 ALTON - TYPICAL RENDERED SIGNAGE ELEVATION
⅊
+3'-6" NGVD
03 - SIGNAGE VIEW
04 - SIGNAGE VIEW GATE
24'-0"
AVE WEST
VAN ACCESSIBLE
8'-6" LIFT STATION
22'-6"
NUE
11'-0"
REQUIRED MIN. SETBACK OF 35 FT ALONG WEST AVENUE
140'-0"
24'-0" R
18'-0"
STREET ELEV. +4'-9" NGVD STREET ELEV. +5'-0" NGVD
STREET ELEV. +5'-6" NGVD
LINE .O.W
19'-0"
PROPOSED MIN. SETBACK VARIANCE OF 20 FT ON WEST AVENUE WHERE 35 FT WOULD BE REQUIRED
368'-9"
GATE
23'-0"
11'-0"
02
Y ONL
Y
ONL
9'-0"
1416 001
T-TERM 14 SHOR ACES SP BICYCLE NTIAL) (RESIDE
STREET ELEV. +6'-0" NGVD
RAMP UP 2'-6"
1:12 SLOPE
12'-0"1:12
RAMP UP 2'-6"
1:12 SLOPE
RAMP UP 2'-6"
SLOPE
35'-0"
STREE VD NG +5'-6"
20'-0"
. T ELEV
1:12 SLOPE
⅊ RAMP UP 2'-6"
STREET ELEV. +5'-5" NGVD
CONTROL BOX
⅊
+6'-0" NGVD
23'-0"
23'-0"
" '-0
DN " 0 4'-
" '-0 40
. CK F PA 15 S
YS ') BA R 40 G IN GE ' x AD AR (12 LO R L KS FO UC R T
P ME 0 SF 0 1,2
" '-0 +8
IL MA 0 SF
ER
PRIVATE TERRACE
VD NG
RE
+9'-0" NGVD
LOADING BAY (10' x 20')
7'-4" STREET ELEV. +3'-0" NGVD
12'-0"
PLANTER
10'-0"
PLANTER
+4'-0" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
RAMP UP 6" AT 5%
PLANTER +4'-0" NGVD
10'-0"
U E AT AG FE N R SIG E / AT L W AL W +3'-6" NGVD
⅊
18'-0"
2'-0"
2'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
170'-0"
22'-0"
13'-11" 18'-0" 49'-6"
ELEVATED WALKWAY ABOVE
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
STREET ELEV. +4'-6" NGVD
T AN PL
54
DN " 0 5'-
22'-0" 25'-0"
10'-6"
+5'-0" NGVD
4
36'-0"
04
+9
ELEVATED WALKWAY ABOVE
+9'-0" NGVD
55'-7"
29'-5"
COMM. LOADING / COMM. LOADING ZONE (12' x 35')
+9
D GV
"N
'-0
V. LE D Y V BB NG LO 0" '+9
V NG
+9'-0" NGVD
UP 24'-0"
61'-5"
2,1
D
" '-0
"N
'-0
+9
WALKWAY ABOVE
⅊
⅊
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
PLANTER
PLANTER
SIGNAGE 10 FT MIN. SETBACK ON ALTON ROAD
10 FT MIN. SETBACK ON ALTON ROAD
+3'-6" NGVD
DN 5'-6"
+9'-0" NGVD
PLANTER
+3'-6" NGVD
10'-0"
FP&L TRANSFORMER PAD (600 ALTON SITE) BACKFLOW PREVENTER FP&L TRANSFORMER PAD (PARK SITE)
PLANTER
PLANTER
⅊
OUTDOOR TERRACE
10'-0"
+3'-6" NGVD
12'-6" +4'-6" NGVD
10'-0"
12'-6"
+4'-0" NGVD
LOCATION PLAN
ALTON ROAD
STREET ELEV. +3'-6" NGVD
50'-0"
+3'-6" NGVD
363'-3"
STREET ELEV. +3'-6" NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
STREET ELEV. +3'-6" NGVD +3'-0"
STREET ELEV. +3'-0" NGVD
ALTON ROAD
FINAL PB SUBMITTAL 500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
510'-0"
STREET ELEV. +3'-6" NGVD
STREET ELEV. +4'-0" NGVD
STREET ELEV. +3'-9" NGVD
50'-0"
D OA .L Y SI BA 20') x 0' (1
12
6,375 SF +4'-0" NGVD
NG DI OA .L Y SI BA 20') RE 'x 0 (1
RE
E AT IV V. PR LE E
D
GV
AL TI EN ID BBY S F RE LO 75 S
+8'-6" NGVD
COMM. TRASH LOADING ZONE (12' x 35')
LOADING AREA
/ SI. RE IRE . F EV EL
VALET STAND
12'-2"
" '-0 12
STREET ELEV. +3'-0" NGVD
NG DI OA .L Y SI BA 20') x RE ' 0 (1
G IN
SI. . RE EV EL
GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
COMM. LOADING ZONE (10' x 20')
DN " 0 4'-
NG DI OA .L Y SI BA 20') RE 'x 0 (1
PROPOSED ADDITIONAL TURN LANE (FINAL DESIGN TBD)
"N
'-0
+8
NG DI OA .L Y SI BA 20') x RE 0' 1 (
2 1:1 PE O SL
TO EN W OP ELO B
.
D GV
UP 0" 1'-
+
D GV
"N
'-0
+8
"
PLANTER
NG
'-0 22
" '-0 14
RV
SI. RE EV. EL
H
VD
" '-0
3
SE
+9'-0" NGVD
PLANTER
AS
0 70
2
+8'-6" NGVD
H BO
./ RV SE IRE . F EV EL
P 45
H AS F TR 10 S
P ME SF
. RV
VAN ACCESSIBLE
17'-0"
STREET ELEV. +8'-6" NGVD
6 SHORT-TERM BICYCLE SPACES (RETAIL)
7'-8"
SP
22
"N
'-0
+9
E AT IV V. PR LE E
VAN ACCESSIBLE
161'-8"
MP RA T ON N S ME E E C S PA BA 9 S TO
SE
TR
VA
D GV
E AT IV V. PR LE E
200'-0"
+8'-6" NGVD
PLANTER
250'-0"
B 5S 14 IL MA 5 SF
K. AC SF
T LE . VA LEV E
GV
M .R F
.
30
T LE
D
"N
'-6
+8
10'-0"
P TY C (IN
0"
5'-
PROPERTY LINE
8'-6"
11'-0"
PLANTER
V. .C LE D .C F Y V F 0S BB NG 20 LO 0" '+9
0"
0"
64
"
'-0 22
38
NG KI 01 R L S PA VE ACEG LE SP LUDIN ACES)
11'-0"
L IA NT F DE F SI P-O E O R R D
"
TE
E UR AL AT TI GN EN SI SID BBY F RE LO 565 S 1,
210'-0"
16'-0"
'-0 10
GA
0"
"
'-0
STREET ELEV. +7'-0" NGVD
STREET ELEV. +8'-6" NGVD
D
V NG
+9
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
'-0
"
VD
22
NG
6TH STREET
GATE
22'-0"
GATE
0"
0"
10'-0"
'+9
'11
1 .0 EV . L VD RK NG PA 0" '+9
'22
2'-
MACARTHUR CAUSEW
5TH STREETAY
10'-0"
"N
'-6
+8
"
" VD NG
D
GV
'-0 22
'-0 11
" '-0
9'-
20'-0"
10'-0"
"
10'-0"
'-0 22
18
" '-0 22
+3'-3" NGVD
03
22'-0" ER
TE
" '-6 +8
20 FT MIN. SETBACK ON 5TH STREET
20 FT MIN. SETBACK ON 5TH STREET
ELEVATED WALKWAY ABOVE
⅊
T AN PL
GA
10'-0"
PROPOSED SETBACK VARIANCE OF 20 FT MIN. SETBACK ON WEST AVENUE WHERE 35 FT WOULD BE REQUIRED
22'-6"
" E UR L AT TIA GN DEN FF I O S SI PRE RO D
DN MP " RA 3'-6
DN MP " RA 3'-6
E AG GN
SI
'-0 22
6% PE O
0"
+8'-6" NGVD
GUARD HOUSE
SL
⅊
NA
'22
% 12 PE O SL
GE
" '-0 11
6% PE O
P
AL .W EV EL OVE AB
T ER LAN
R TE AN PL
SL
PROPOSED SETBACK VARIANCE OF 20 FT MIN. SETBACK ON WEST AVENUE WHERE 35 FT WOULD BE REQUIRED
PROPERTY LINE
6% PE O SL
AY KW
⅊
01
+8'-6" NGVD
E
% 12 PE O SL
10'-0"
G SI
E
GAT GAT
6% SLOPE
D
GV
0"
6" N +5'-
"
25'-0
'-0" 125
20'-
85'-6"
STREET ELEV. +5'-10" NGVD
BUILDING SIGNS CONCEPT DATE: 03/11/2019
A3-07
03 05
02 01 01 - FLOOR TO CEILING GLASS FACADE
02 - GLASS RAILING
03 - METAL CLADDING
04 - GARAGE METAL SCREEN
05 - EXPOSED CONCRETE
06 - PERFORATED METAL RAILING
01
02 04
01 03 04 06
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL 500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
MATERIAL BOARD DATE: 03/11/2019
A3-08
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL 500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
RENDERING 01 DATE: 03/11/2019
A4-01
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL 500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
RENDERING 02 DATE: 03/11/2019
A4-02
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL 500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
RENDERING 06 DATE: 03/11/2019
A4-06
A5-03 1 A5-09
1
8.33 % STREET ELEV. +6'-0" NGVD
RAMP UP 2
CL 1
-0" 125'
+
A5-04
VD NG " 6 5'-
. EV EL
10'-0"
4 3 4 9
8.09%
2 1:1 OPE SL
RAMP UP 2'-6" R
NTE PLA
4 5 4 9 6 5 9 4
LOOK OUT AREA
5'-0"
10'-0"
C L
5 8 3
7 8 3
7 2 2 6
6 8 3
1 0 5 1
3 8 2 6
0 5 7 2
PLANTER 1:12 SLOPE
5'-0"
10'-0"
.
NG 31 I K 0 S R L PA VE AACCEES LE 0SSPPDING ACES)
7 1 1 5
6134NCLU
8 1 2 1 5
(I
43
1:12 TER ANPE PL SLO
9 1 3 1 5
+3'-3" NGVD
10 FT MIN. SETBACK FROM PROPOSED ELEVATED WALKWAY
STREET ELEV. +3'-0" NGVD
ET L A 80 V
SP
D
" DNGV 0 ' V" 22 0"14N'-G0 4'-+ +3
0 2 4 1 5
5 2 0 1 6
1 2 5 1 5
6 2 1 1 6
2 2 6 1 5
7 2 1 6
" 5'-0
A5-04
12 E 1: LOP S
RAMP UP 2'-0"
2
P TY 0"
RAMP UP 2'-6"
2'-
1 6 7 2 2 7 7 2 3 8 7 2
16'-0"
9 4 6 2
8 8 3 9 8 3 0 9 4
RAMP UP 2'-6"
O L % S 6 . 5
16 FT WIDE FIRE TRUCK ACCESS LANE
8 3
0 0 9 1 4
4 8 3
9 8 9 4
3 8 3
8 7 9 4
WALKWAY ELEV.
GE +26'-0" NGVD A N G I S
6 7 4 9
10'-0"
2 E 1:1 OP SL
3 2 7 1 5
8 2 3 1 6 4
FOR REFERENCE ONLY SCALE 1/16" = 1'-0"
4 8 2 5 1
FOR REFERENCE ONLY
% 8.27 STREET ELEV. +5'-10" NGVD
WELCOME TO MIAMI BEACH SIGN- SEE ELEVATIONS A5-03 1 A5-09
1
30.00' 8.33%
A5-04
26.00'
8.33%
8.33%
6.75%
FOR REFERENCE ONLY
8.33%
1
22.86' 2
A5-04
LEVEL 2 PLAN FOR REFERENCE ONLY SCALE 1/16" = 1'-0"
A5-02
ALUMINUM FINS WITH POWDER COATED MARINE GRADE PAINT SYSTEM
1 A5-09 A1.03
19' - 4"
500 ALTON BEYOND
EXISTING BUILDING
WELCOME TO MIAMI BEACH CONCRETE PIER CAP BEAM CONCRETE PIER CAP BEAM
CONCRETE COLUMN
17' - 6"
CONCRETE COLUMN
25' - 0"
BRIDGE LEVEL 2 30' - 0"
METAL PANEL SYSTEM AT UNDERSIDE OF WALKWAY
MACARTHUR CAUSEWAY
BRIDGE LEVEL 1 5' - 0"
WEST ELEVATION FOR REFERENCE ONLY SCALE 1/8" = 1'-0"
FOR REFERENCE ONLY
R.O.W. LINE
PROPERTY LINE
20 FT SETBACK
FUTURA FONT, TO MATCH CITY OF MIAMI BEACH FONT
A5-03
ALUMINUM FINS WITH POWDER COATED MARINE GRADE PAINT SYSTEM
1 A5-09 A1.03
19' - 4"
EXISTING BUILDING BEYOND
ALUMINUM FINS GUARDRAIL WITH POWDER COATED MARINE GRADE PAINT SYSTEM
METAL PANEL SYSTEM AT UNDERSIDE OF WALKWAY
CONCRETE PIER CAP BEAM CONCRETE COLUMNS
MACARTHUR CAUSEWAY
BRIDGE LEVEL 1 5' - 0"
EAST ELEVATION SCALE: 1/16" = 1'-0"
2
ALUMINUM FINS GUARDRAIL WITH POWDER COATED MARINE GRADE PAINT SYSTEM
CONCRETE PIER CAP BEAM CONCRETE COLUMNS
NORTH ELEVATION SCALE: 1/16" = 1'-0"
BRIDGE LEVEL 2 30' - 0"
25' - 0"
16' - 3 3/8"
13' - 3" 5' - 0" 6' - 9"
4' - 0"
EXISTING BUILDING BEYOND
BRIDGE LEVEL 1 5' - 0"
FOR REFERENCE ONLY
CONCRETE COLUMNS
25' - 0"
BRIDGE LEVEL 2 30' - 0"
1
ELEVATIONS FOR REFERENCE ONLY SCALE 1/16" = 1'-0"
A5-04
E
WELCOME TO MIAMI BEACH SIGN- SEE ELEVATIONS 163'-2
"
07 A5-03 1
9'-6"
WALKWAY ELEV. +30'-0" NGVD 24'-0"
INE L .W
1:12 SLOPE
.W L
R.O 1
R.O
08 A5-04
RAMP UP 2'-0"
INE
+
GV 8" N 0 2
24'-0"
RAMP UP 2'-0"
LOOK OUT AREA
FOR REFERENCE ONLY
1:12 SLOPE
WALKWAY ELEV. +30'-0" NGVD
D
85'-6"
WALKWAY ELEV. +26'-0" NGVD
2
R E T AN
PL
2
A5-04 08
LOOK OUT AREA
BRIDGE OPTION 2 STAIR ELEVATIONS LEVEL 1 PLAN FOR REFERENCE ONLY SCALE 1/8" = 1'-0"
RAMP UP 2'-6"
2 1:1 PE O SL
A5-05
E WELCOME TO MIAMI BEACH SIGN- SEE ELEVATIONS 163'-2
"
9'-6"
WALKWAY ELEV. +30'-0" NGVD
FOR REFERENCE ONLY
E N I L
RAMP UP 2'-0"
INE
D
.W O . R
1:12 SLOPE
.W L
R.O GV 8" N 0 +2
24'-0"
RAMP UP 2'-0"
LOOK OUT AREA
1:12 SLOPE
24'-0"
WALKWAY ELEV. +30'-0" NGVD
85'-6"
WALKWAY ELEV. +26'-0" NGVD
20'
R
TE N A
PL
LOOK OUT AREA
BRIDGE OPTION 2 STAIR ELEVATIONS LEVEL 2 PLAN FOR REFERENCE ONLY SCALE 1/16" = 1'-0"
RAMP UP 2'-6"
2 1 : 1 PE O SL
A5-06
ALUMINUM FINS WITH POWDER COATED MARINE GRADE PAINT SYSTEM
1 A5-09 A1.03
ALUMINUM FINS WITH POWDER COATED MARINE GRADE PAINT SYSTEM AT STAIR AND ELEVATOR ENCLOSURE
WELCOME TO MIAMI BEACH CONCRETE COLUMN
17' - 6"
CONCRETE COLUMN METAL PANEL SYSTEM AT UNDERSIDE OF WALKWAY
25' - 0"
BRIDGE LEVEL 2 30' - 0"
CONCRETE PIER CAP BEAM CONCRETE PIER CAP BEAM
14' - 2"
5' - 2"
500 ALTON BEYOND
EXISTING BUILDING
OPENING TO STAIR AND ELEVATOR ENCLOSURE
MACARTHUR CAUSEWAY
BRIDGE LEVEL 1 5' - 0"
BRIDGE OPTION 2 STAIR WEST ELEVATION FOR REFERENCE ONLY SCALE 1/8" = 1'-0"
FOR REFERENCE ONLY
R.O.W. LINE
PROPERTY LINE
20 FT SETBACK
FUTURA FONT, TO MATCH CITY OF MIAMI BEACH FONT
A5-07
ALUMINUM FINS WITH POWDER COATED MARINE GRADE PAINT SYSTEM
1 A5-09
4' - 0"
14' - 2"
19' - 4"
EXISTING BUILDING BEYOND
ALUMINUM FINS GUARDRAIL WITH POWDER COATED MARINE GRADE PAINT SYSTEM
METAL PANEL SYSTEM AT UNDERSIDE OF WALKWAY
CONCRETE PIER CAP BEAM CONCRETE COLUMNS
MACARTHUR CAUSEWAY
EAST ELEVATION SCALE: 1/16" = 1'-0"
2
13' - 3" 5' - 0" 6' - 9"
4' - 0"
EXISTING BUILDING BEYOND
CONCRETE PIER CAP BEAM
14' - 2"
ALUMINUM FINS GUARDRAIL WITH POWDER COATED MARINE GRADE PAINT SYSTEM
BRIDGE LEVEL 2 30' - 0"
BRIDGE LEVEL 1 5' - 0"
FOR REFERENCE ONLY
BRIDGE LEVEL 1 5' - 0"
25' - 0"
CONCRETE COLUMNS
25' - 0"
BRIDGE LEVEL 2 30' - 0"
CONCRETE COLUMNS
NORTH ELEVATION SCALE: 1/16" = 1'-0"
1
BRIDGE OPTION 2 STAIR ELEVATIONS FOR REFERENCE ONLY SCALE 1/16" = 1'-0"
A5-08
FISHNET, SEE DETAIL 2/A5-05
19' - 2"
ALUMINUM FINS WITH POWDER COATED MARINE GRADE PAINT SYSTEM
2' - 6"
2' - 10"
4' - 0"
HANDRAIL
BRIDGE LEVEL 2 30' - 0"
7' - 6"
CONCRETE UPTURNED BEAM
METAL PANEL SYSTEM AT UNDERSIDE OF WALKWAY
5' - 0"
BEAMS PER STRUCTURAL
25' - 0"
CONCRETE PIER CAP BEAM
CLEAR
17' - 6"
CONCRETE COLUMN
BRIDGE LEVEL 1 5' - 0" FOUNDATION BEYOND
FISHNET MATERIAL SCALE: 12" = 1'-0"
2
CROSS SECTION AT BRIDGE SCALE: 1/4" = 1'-0"
BRIDGE OPTION 2 STAIR ELEVATIONS FOR REFERENCE ONLY SCALE 1/16" = 1'-0"
1
FOR REFERENCE ONLY
ALUMINUM FINS GUARDRAIL WITH POWDER COATED MARINE GRADE PAINT SYSTEM
A5-09
24'-0"
PROPOSED MIN. SETBACK VARIANCE OF 20 FT ON WEST AVENUE WHERE 35 FT WOULD BE REQUIRED
368'-9"
STREET ELEV. +4'-9" NGVD
REQUIRED MIN. SETBACK OF 35 FT ALONG WEST AVENUE
" '-0
12
DN 0" 4'-
40
-0"
'
'-
V. LE D Y V BB NG LO -0" ' +9
K. C A SF
P 15 YS ') BA R 40 G E N G 'x I AD AR (12 LO R L KS FO UC TR
P ME 0 SF
"
0 1,2
0 8'-
"
IL MA SF
PRIVATE TERRACE
DN 0" 5'-
VD NG
RE
+9'-0" NGVD
LOADING BAY (10' x 20')
7'-4" STREET ELEV. +3'-0" NGVD
12'-0"
10'-0"
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
+4'-0" NGVD
RAMP UP 6" AT 5%
PLANTER +4'-0" NGVD
22'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
13'-11" 18'-0"
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
16'-0"
250'-0"
AN
PL
0
54
UP 24'-0"
22'-0" +9'-0" NGVD
55'-7"
29'-5"
25'-0"
49'-6"
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
STREET ELEV. +4'-6" NGVD
R TE
+
PLANTER
+5'-0" NGVD
+
+9'-0" NGVD
10'-6"
G "N
4
36'-0"
PLANTER
0 9'-
18'-0"
0" VD
WALKWAY ABOVE
61'-5"
+9
'-
7
G
N 0"
+9
N 0"
2,1
VD
6 SHORT-TERM BICYCLE SPACES (RETAIL)
7'-8"
+4'-0" NGVD
L IA T N DE BY I S B F RE LO 5 S
42" H. GLASS RAILING
VALET STAND
+8'-6" NGVD
TU GE A A FE GN I R E /S AT LL W A W +3'-6" NGVD
COMM. TRASH LOADING ZONE (12' x 35')
'-0
6,375 SF
E AT IV V. PR LE E
D GV
GROUND LEV. +9'-0" NGVD
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
SIGNAGE
PLANTER
+3'-6" NGVD
10'-0"
FP&L TRANSFORMER PAD (600 ALTON SITE) BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER
PLANTER
+3'-6" NGVD
10'-0"
DN 5'-6"
+9'-0" NGVD
PLANTER
PLANTER
12'-2"
NG DI A O .L Y ) SI BA 20' E x R 0' (1
12
LOADING AREA
. SI RE EV. L E
./ SI RE IRE . F EV EL
. SI RE EV. L E
17'-0"
+9'-0" NGVD
PLANTER
COMM. LOADING / COMM. LOADING ZONE (12' x 35')
G IN AD O .L Y ) SI BA 20' x RE 0' (1
DI OA .I L AY 0') S B 2 x RE 0' (1
2'-0"
GATE
OA . L AY 0') I S B 2 x RE 0' (1
+8'-6" NGVD
COMM. LOADING ZONE (10' x 20')
DN 0 " 4'-
NG
+3'-3" NGVD
STREET ELEV. +3'-0" NGVD
VD NG
COMMERCIAL VALET DROP OFF
STREET ELEV. +8'-6" NGVD
H
F
VAN ACCESSIBLE
VAN ACCESSIBLE
BO
./ RV SE IRE . F EV EL
R SE
NG DI
6TH STREET
GATE
NG
'-0 +9
+8'-6" NGVD
PLANTER
'-
+8
E AT IV V. PR LE E
+
DI OA L Y ) . SI BA 20' x RE ' 0 (1
PROPOSED ADDITIONAL TURN LANE (FINAL DESIGN TBD)
ER
2 1:1 PE O SL
PLANTER
"
0" 8'-
GV
G "N
SH
'-0 +8
S
210'-0"
8'-6"
N 6"
VD
E AT IV V. PR LE E
V.
3
VD NG
5'
5 38
2
A F TR 10 S
2
-0"
14 IL A F M S
SH
P ME0 SF 70
PA 45 S
F. 0 SF 0
" '-0 2 2
10'-0"
PLANTER
10'-0"
. CK
N
C C.
UBERIAAND L T EN F GUEST ID -OF S P RE RO DROP D OFF D
RM B. 5 SF
A TR
"
TO EN OW P O EL B
LO -0" ' +9
1,
UP 0" 1'-
'-0
22
RAMP FROM BASEMENT LEVEL
'-
STREET ELEV. +7'-0" NGVD
STREET ELEV. +8'-6" NGVD
V.
T LE . VA LEV E
22 '-
10'-0"
P.
10'-0"
"
10'-0"
'-0
E
"
TY
'-0
0"
MP RA T ON N S ME E E AC BAS P 9 S TO
+9
G E SI SID BBY F RE LO 565 S
CONTROLLED GATE ACCESS
RAMP TO BASEMENT PARKING
22
2'-
5TH STREET
WAY
MACARTHUR CAUSE
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES) T 64 (INC TBASEMEN SP E L VA LEVELD FOR 30 0" " NGV ' VALET ONLY 22 +14'-0
T GA
01 V. E . L VD RK NG A P -0" ' +9
'-
+8
D
RESIDENT D GUEST VAND E . NG R " EV L 0 U L ' A T I DROP OFF BBY GVD +9 NA NT
" '-0 2 2
0" 9'-
20'-0"
22
" '-0 18
20 FT MIN. SETBACK ON 5TH STREET
'-6
D
GV
N 6"
GV
0" 0'"1 '-0 11
+8
ER
T AN PL
N 0"
E
VD
G "N
PROPERTY LINE
ELEVATED WALKWAY ABOVE
" '-0 11
T GA
SI
RESID. ENTRY 22'-0"
GUARD HOUSE
" '-0 22
DN P M " RA 3'-6
MP " CONTROLLED RA 3'-6 GATE ACCESS
+6'-0" NGVD
GE
6% PE O
E UR AL T A TI GN DEN FF I O S SI PE O R R D
DN
RAMP UP 2'-6"
+8'-6" NGVD
GUARD HOUSE
SL
2
" 6% PE O
0 2'-
10'-0"
" '-0 22
% 12 PE O SL
Y WA
SL
R NTE PLA
NT
0" ' 11
% 1 2 PE O SL
LK
A .W EV E L E OV AB
ER
A PL
1:12 SLOPE
A GN
6% PE O SL
6% E SLOP
10'-0"
GE A GN
E GAT
"
VD
0"
NG -6" +5'
CONTROLLED E GAT GATE ACCESS
CONTROLLED GATE +8'-6" NGVD ACCESS
RESID. EXIT
RAMP UP 2'-6"
SLOPE
CONTROL BOX
SI
25'-0
'-0" 125
20'-
85'-6"
STREET ELEV. +5'-10" NGVD
12'-0"1:12
RAMP UP 2'-6"
1:12 SLOPE
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
Y ONL
RAMP UP 2'-6"
1:12 SLOPE
STREET ELEV. +5'-5" NGVD
11'-0"
RT-TERM 14 SHO SPACES BICYCLE TIAL) N (RESIDE
STREET ELEV. +6'-0" NGVD
Y ONL
9'-0"
1416 001
35'-0"
EV. ET EL STRE NGVD +5'-6"
20'-0"
A T S E W
LIFT STATION
2'-0"
E U N E V
22'-0"
24'-0"
INE
.W L R.O
11'-0"
STREET ELEV. +5'-0" NGVD
STREET ELEV. +5'-6" NGVD
10'-0"
+3'-6" NGVD
10'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-0" NGVD +3'-6"
ALTON ROAD
STREET ELEV. +3'-0" NGVD
VALET OPERATION RESIDENTIAL
COMMERCIAL UBER AND GUEST
50'-0"
10 FT MIN. SETBACK ON ALTON ROAD
STREET ELEV. +3'-6" NGVD
100'-0" R.O.W
363'-3"
50'-0"
+3'-6" NGVD
ARQUITECTONICA 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.
FINAL PB SUBMITTAL
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
VALET OPERATION PLAN
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5 10
20
50
100 ft
DATE: 03/11/2019
A1-18
+5'-6" NGVD
24'-0"
PROPOSED MIN. SETBACK VARIANCE OF 20 FT ON WEST AVENUE WHERE 35 FT WOULD BE REQUIRED
368'-9"
STREET ELEV. +4'-9" NGVD
E U N E V
REQUIRED MIN. SETBACK OF 35 FT ALONG WEST AVENUE
EV. ET EL STRE NGVD +5'-6"
RT-TERM 14 SHO SPACES BICYCLE TIAL) N (RESIDE
STREET ELEV. +6'-0" NGVD
Y ONL
Y ONL
9'-0"
1416 001
RAMP UP 2'-6"
1:12 SLOPE
12'-0"1:12
RAMP UP 2'-6"
1:12 SLOPE
RAMP UP 2'-6"
SLOPE
35'-0"
A T S E W
LIFT STATION
20'-0"
24'-0"
INE
.W L R.O
11'-0"
STREET ELEV. +5'-0" NGVD
STREET ELEV. +5'-6" NGVD
1:12 SLOPE
STREET ELEV. +5'-5" NGVD
CONTROL BOX
RAMP UP 2'-6"
+6'-0" NGVD
PROPOSED ADDITIONAL TURN LANE (FINAL DESIGN TBD)
12
TRASH LOADING LOADING AREAZONE
DI OA .I L AY 0') S B 2 x RE 0' (1
" '-0
12
6,375 SF +4'-0" NGVD
OA . L AY 0') I S B 2 x RE 0' (1
G IN AD O .L Y ) SI BA 20' x RE 0' (1
NG
DI OA .I L AY 0') S B 2 x RE 0' (1
'-0
STREET ELEV. +3'-0" NGVD
NG DI
DN 0" 4'-
E AT IV V. PR LE E
4
0 0'-
"
+9
'-
VD
"
STREET ELEV. +3'-0" NGVD
12'-0"
10'-0"
0 9'-
V. LE D Y V BB NG LO -0" ' +9
K. C A SF
YS ') BA R 40 G E N G 'x I AD AR (12 LO R L KS FO UC TR
P ME 0 SF 0 1,2
'-0
"
IL MA 0 SF
+
ER
A PL
54
VD NG
+9'-0" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
+4'-0" NGVD
RAMP UP 6" AT 5%
NT
PRIVATE TERRACE
DN 0" 5'-
LOADING BAY (10' x 20')
7'-4"
PLANTER +4'-0" NGVD
E UR E T A AG FE GN I ER / S T L A W AL W +3'-6" NGVD
22'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
13'-11" 18'-0"
6 SHORT-TERM BICYCLE SPACES (RETAIL)
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
18'-0"
2'-0"
2'-0" 16'-0"
250'-0" VD
WALKWAY ABOVE
+9'-0" NGVD
UP 24'-0"
22'-0" +9'-0" NGVD
55'-7"
29'-5"
25'-0"
49'-6"
10'-6"
G "N
+5'-0" NGVD
4
+8
PLANTER
6TH STREET
0" 7
P 15
36'-0"
PLANTER
'-
2,1
G
N 0"
+9
N 0"
VALET STAND
+8'-6" NGVD
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
COMM. TRASH ROOM FP&L TRANSFORMER
STREET ELEV. +4'-6" NGVD GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
+9'-0" NGVD
PLANTER
PLANTER
SIGNAGE
PLANTER
PLANTER
PLANTER
+3'-6" NGVD
10'-0"
DN 5'-6"
+3'-6" NGVD
10'-0"
OUTDOOR TERRACE
TRASH LOADING ZONE
COMM. TRASH LOADING ZONE (12' x 35')
DN 0 " 4'-
NG
+3'-3" NGVD
L IA T N DE BY I S B F RE LO 5 S
+
2 1:1 PE O SL
BA 20 x 0' (1
S RE
0" 8'-
. SI RE EV. L E
D GV
GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
COMM. LOADING / COMM. LOADING ZONE (12' x 35')
3
VD NG
./ SI RE IRE . F EV EL
. SI RE EV. L E
COMM. LOADING ZONE (10' x 20')
"
TO EN OW P O EL B
V.
R SE
+9'-0" NGVD
PLANTER
SH
'-0
'-0 14
F
UP 0" 1'-
RESI. D GV N " '-0TRASH +8 NG DI A ROOM O I. L Y ')
+8'-6" NGVD
H
2
A F TR 10 S
'-0 +9
10'-0"
7'-8"
P ME0 SF
E AT IV V. PR LE E
17'-0"
STREET ELEV. +8'-6" NGVD
BO
./ RV SE IRE . F EV EL
A TR
VD
22
PLANTER
VD
VAN ACCESSIBLE
VAN ACCESSIBLE
61'-5"
P. G "N
PA 45 S
S
SH
70
+
'-
+8
+8'-6" NGVD
PLANTER
12'-2"
"
TY
MP RA T ON N S ME E E AC BAS P 9 S TO
. CK
ER
N 6"
G "N
E AT IV V. PR LE E
V.
8'-6"
VD
G
RM B. 5 SF
'-0
0" 2
5'
-0"
" '-0 2 2
5 38
C SP (IN T E AL V 30
0" 2' -
22 '-
V. .C LE D .C SF Y F V 0 BB NG 20 LO -0" ' +9
14 IL A F M S
T LE . VA LEV E
210'-0"
L IA T EN F ID -OF S P RE RO D
11'-0"
E
PLANTER
T GA
'+9
E UR IAL T A T GN DEN Y I S SI BB F RE LO 565 S 1,
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES) 64
'-
STREET ELEV. +7'-0" NGVD
STREET ELEV. +8'-6" NGVD
D GV
N 0"
22
2'-
5TH STREET
WAY
MACARTHUR CAUSE
10'-0"
"
+9
"
01 V. E . L VD RK NG A P -0" ' +9
0" 9'-
20'-0"
10'-0"
'-0
D
GV
0" 0'"1 '-0 11
'-0 22
N 6"
'-
+8
N 0"
E
" '-0 18
20 FT MIN. SETBACK ON 5TH STREET
'-6
D
GV
22
" '-0 11
T GA
VD
+8
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
" '-0 22
ER
T AN PL
G "N
PROPERTY LINE
ELEVATED WALKWAY ABOVE
GATE GATE
" '-0 22
6% PE O
E UR AL T A TI GN DEN FF I O S SI PE O R R D
DN P M " RA 3'-6
DN P M " RA 3'-6
10'-0"
22'-0"
GUARD HOUSE
SL
"
SI
10'-0"
NT
% 12 PE O SL
2
22'-0"
6% PE O SL
0 2'-
6% PE O
R NTE PLA
Y WA
SL
A .W EV E L E OV AB
ER
A PL
0" ' 11
% 1 2 PE O SL
LK
10'-0"
E
GAT
+8'-6" NGVD
GE
+8'-6" NGVD
6% E SLOP
10'-0"
GE A GN
"
D GV
0"
N -6" +5'
E GAT
A GN
SI
25'-0
'-0" 125
20'-
85'-6"
STREET ELEV. +5'-10" NGVD
PAD (600 ALTON SITE) BACKFLOW PREVENTER FP&L TRANSFORMER PAD (PARK SITE)
10'-0"
+3'-6" NGVD
10'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-0" NGVD +3'-6"
ALTON ROAD
STREET ELEV. +3'-0" NGVD
TRASH OPERATION RESIDENTIAL COMMERCIAL
50'-0"
10 FT MIN. SETBACK ON ALTON ROAD
STREET ELEV. +3'-6" NGVD
100'-0" R.O.W
363'-3"
50'-0"
+3'-6" NGVD
ARQUITECTONICA 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.
FINAL PB SUBMITTAL
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
TRASH OPERATION PLAN
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5 10
20
50
100 ft
DATE: 03/11/2019
A1-19
+5'-6" NGVD
24'-0"
PROPOSED MIN. SETBACK VARIANCE OF 20 FT ON WEST AVENUE WHERE 35 FT WOULD BE REQUIRED
368'-9"
STREET ELEV. +4'-9" NGVD
E U N E V
REQUIRED MIN. SETBACK OF 35 FT ALONG WEST AVENUE
EV. ET EL STRE NGVD +5'-6"
RT-TERM 14 SHO SPACES BICYCLE TIAL) N (RESIDE
STREET ELEV. +6'-0" NGVD
Y ONL
Y ONL
9'-0"
1416 001
RAMP UP 2'-6"
1:12 SLOPE
12'-0"1:12
RAMP UP 2'-6"
1:12 SLOPE
RAMP UP 2'-6"
SLOPE
35'-0"
A T S E W
LIFT STATION
20'-0"
24'-0"
INE
.W L R.O
11'-0"
STREET ELEV. +5'-0" NGVD
STREET ELEV. +5'-6" NGVD
1:12 SLOPE
STREET ELEV. +5'-5" NGVD
CONTROL BOX
RAMP UP 2'-6"
+6'-0" NGVD
'
'-0
12 "
36'-0" OVERHEAD ROLLING DOOR
12'-0"
YS ') BA R 40 G E N G 'x I AD AR (12 LO R L KS FO UC TR
P ME 0 SF 0 1,2
"
+
AN
PL
0
PRIVATE TERRACE
DN 0" 5'-
VD NG
RE
+9'-0" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
PLANTER +4'-0" NGVD
10 SHORT-TERM BICYCLE SPACES (RETAIL)
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
18'-0" 22'-0"
13'-11" 18'-0"
22'-0" +9'-0" NGVD
55'-7"
29'-5"
25'-0"
49'-6"
LOADING ELEVATOR TO LEVEL 2
10'-6"
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
STREET ELEV. +4'-6" NGVD
R TE
54
2'-0"
2'-0" 6 SHORT-TERM BICYCLE SPACES (RETAIL)
10'-0"
LOADING +5'-0"ZONE NGVD
"N
WALKWAY ABOVE
+9'-0" NGVD
UP 24'-0"
COMM. LOADING / COMM. LOADING ZONE (12' x 35')
K. C A SF
IL MA SF
+4'-0" NGVD
16'-0"
250'-0"
V. LE D Y V BB NG LO -0" ' +9
+4'-0" NGVD
TU GE A A FE GN I R E /S AT LL W A W +3'-6" NGVD
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
+9'-0" NGVD
PLANTER
PLANTER
SIGNAGE
PLANTER
+3'-6" NGVD
10'-0"
FP&L TRANSFORMER PAD (600 ALTON SITE) BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER
PLANTER
+3'-6" NGVD
10'-0"
DN 5'-6"
10'-0"
+3'-6" NGVD
10'-0" +3'-6" NGVD
STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-0" NGVD +3'-6"
ALTON ROAD
STREET ELEV. +3'-0" NGVD
LOADING OPERATION RESIDENTIAL COMMERCIAL
50'-0"
STREET ELEV. +3'-6" NGVD
0 9'-
4
RAMP UP 6" AT 5%
363'-3"
6TH STREET
0"
VD
LOADING BAY (10' x 20')
10'-0"
ALTON ROAD
D GV
+
ENTRY / EXIT FOR LOADING ONLY 10 FT MIN. SETBACK ON ALTON ROAD
7
2,1
P 15
0 8'-
PLANTER
'-
42" H. GLASS RAILING
VALET STAND
100'-0" R.O.W
7'-4"
PLANTER
+9
N 0"
GROUND LEV. +9'-0" NGVD
+8'-6" NGVD
COMM. TRASH LOADING ZONE (12' x 35')
"
+4'-0" NGVD
40
-0"
+
+9'-0" NGVD
COMM. LOADING ZONE (10' x 20')
G IN AD O .L Y ) SI BA 20' x RE 0' (1
DN 0" 4'-
9'-
D GV
L IA T N DE BY I S B F RE LO 5 S
G
N 0"
50'-0"
7'-8" PLANTER
'-0
12
NG DI A O .L Y ) SI BA 20' E x R 0' (1
E AT IV V. PR LE E 2 1:1 PE O SL
OA . L AY 0') I S B 2 x RE 0' (1
DI OA .I L AY 0') S B 2 x RE 0' (1
LOADING AREA LOADING 6,375 SF ZONE
. SI RE EV. L E
./ SI RE IRE . F EV EL
. SI RE EV. L E
SH
"
DN 0 " 4'-
NG
STREET ELEV. +3'-0" NGVD
VD NG
NG DI
+8'-6" NGVD
PLANTER
+
NG DI A O .L Y ) SI BA 20' E x R 0' (1
PROPOSED ADDITIONAL TURN LANE (FINAL DESIGN TBD)
R SE
A TR
'-0
TO EN OW P O EL B
F
UP 0" 1'-
22
'+8
0" 8'-
'-0 +9
H
V.
3
E AT IV V. PR LE E
17'-0"
STREET ELEV. +8'-6" NGVD
BO
./ RV SE IRE . F EV EL
2
A F TR 10 S
VD NG
+3'-3" NGVD
STREET ELEV. +3'-0" NGVD
VD
VAN ACCESSIBLE
VAN ACCESSIBLE
61'-5"
P. " '-0 14
0"
PA 45 S
S
SH
P ME0 SF 70
+
'-
+8
+8'-6" NGVD
PLANTER
12'-2"
"
TY '
MP RA T ON N S ME E E AC BAS P 9 S TO
VD NG
. CK
ER
N 6"
G "N
E AT IV V. PR LE E
V.
8'-6"
VD
G
RM B. 5 SF
'-0
0" 22
5'
-0"
" '-0 2 2
5 38
C SP (IN T E AL V 30
-0"
22 '-
V. .C LE D .C SF Y F V 0 BB NG 20 LO -0" ' +9
14 IL A F M S
T LE . VA LEV E
210'-0"
L IA T EN F ID -OF S P RE RO D
11'-0"
E
PLANTER
T GA
'+9
E UR IAL T A T GN DEN Y I S SI BB F RE LO 565 S 1,
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES) 64
'-
STREET ELEV. +7'-0" NGVD
STREET ELEV. +8'-6" NGVD
D GV
N 0"
22
2'-
5TH STREET
WAY
MACARTHUR CAUSE
10'-0"
"
+9
"
01 V. E . L VD RK NG A P -0" ' +9
0" 9'-
20'-0"
10'-0"
'-0
D
GV
0" 0'"1 '-0 11
'-0 22
N 6"
'-
+8
N 0"
E
" '-0 18
20 FT MIN. SETBACK ON 5TH STREET
'-6
D
GV
22
" '-0 11
T GA
VD
+8
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
" '-0 22
ER
T AN PL
G "N
PROPERTY LINE
ELEVATED WALKWAY ABOVE
GATE GATE
" '-0 22
6% PE O
E UR AL T A TI GN DEN FF I O S SI PE O R R D
DN P M " RA 3'-6
DN P M " RA 3'-6
10'-0"
22'-0"
GUARD HOUSE
SL
"
SI
10'-0"
NT
% 12 PE O SL
2
22'-0"
6% PE O SL
0 2'-
6% PE O
R NTE PLA
Y WA
SL
A .W EV E L E OV AB
ER
A PL
0" ' 11
% 1 2 PE O SL
LK
10'-0"
E
GAT
+8'-6" NGVD
GE
+8'-6" NGVD
6% E SLOP
10'-0"
GE A GN
"
D GV
0"
N -6" +5'
E GAT
A GN
SI
25'-0
'-0" 125
20'-
85'-6"
STREET ELEV. +5'-10" NGVD
ARQUITECTONICA 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.
FINAL PB SUBMITTAL
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
LOADING OPERATION PLAN
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5 10
20
50
100 ft
DATE: 03/11/2019
A1-20
2
VD
0
4'-
G "N
0 8'-
+1
+ TO N W E OP ELO B
'-0
G
"N
+8
NG DI A O .L Y ) SI BA 20' x RE 0' (1
G IN
" '-0
IL MA SF 54
DN " 0 5'-
P ME 0 SF 0
6,375 SF
VD
+4'-0" NGVD
G "N
'-0
36'-0"
LOADING AREA
+9'-0" NGVD
+8
0
10'-0"
13'-4"
50'-0"
+4'-0" NGVD
STREET ELEV. +3'-6" NGVD
ALTON ROAD
10 FT MIN. SETBACK ON ALTON ROAD
50'-0"
50'-0"
5'-0"
10'-0"
PLANTER
TO N W E OP ELO B
G IN AD O .L Y ) SI BA 20' x RE 0' (1
NG DI
0
LOADING AREA
STREET ELEV. DN " 0 5'-
6,375 SF
D GV N "
1,2
+4'-0" NGVD
'-0
36'-0"
G IN AD O .L Y ) SI BA 20' x RE 0' (1
" '-0
PLANTER
4
41
YS ') BA R 40 G IN RGE 2' x D A A (1 LO R L KS FO UC TR
IL MA 0 SF 54
DN " 0 5'-
P ME 0 SF 0
1,2
VD
G "N
'-0
+8
13'-4"
10'-0"
PLANTER
STREET ELEV. +3'-0" NGVD
+4'-0" NGVD
363'-3" 10 FT MIN. SETBACK ON ALTON ROAD
ARQUITECTONICA
ALTON ROAD
STREET ELEV. +3'-6" NGVD
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.
FINAL PB SUBMITTAL
500 ALTON - LOADING TRUCK MANEUVERING DIAGRAMS
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
BACKFLOW PREVENTER / SIAMESE CONNECTION
STREET ELEV. +3'-6" NGVD
50'-0"
STREET ELEV. +3'-6" NGVD
5'-0"
STREET ELEV. +3'-6" NGVD
+4'-0" NGVD
RAMP UP 6" AT 5%
50'-0"
ALTON ROAD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
RAMP UP 6" AT 5%
363'-3" 10 FT MIN. SETBACK ON ALTON ROAD
+4'-0" NGVD
100'-0" R.O.W
5'-0"
"
0 0'-
. CK F A S P 5
LOADING BAY (10' x 20')
50'-0"
STREET ELEV. +3'-0" NGVD
10'-0"
D GV
N 0"
'+9
36'-0"
+8 LOADING BAY (10' x 20')
13'-4"
E AT IV V. R E P L E
NG DI
OA I. L AY 0') S B 2 x RE 0' (1
DN " 0 4'-
DE
SI RE
100'-0" R.O.W
" '-0
P ME 0 SF
NG DI A O .L Y ) SI BA 20' x RE 0' (1
OA . L AY 0') I S B 2 x RE 0' (1
12
YS ') BA R 40 G IN RGE 2' x D A A (1 LO R L KS FO UC TR
DN 0" 4'-
+3'-3" NGVD
41
"N
'-0 +8
50'-0"
5'-0" PLANTER
+8
. SI RE EV. EL
AL
I NT
H
'-0
D
V NG " '-0
D GV
./ SI RE IRE . F EV EL
. SI RE EV. EL
AS
4 +1
"
12
4
F PA 5 S
22
'
-0"
D GV "N
3
"
"
0 0'-
. CK
AL
F
TR 10 S
2 1:1 PE O SL
'-
+9
N 0"
70
V. R SE TR
D GV
P ME0 SF
'-0
"
+4'-0" NGVD
NG DI A O .L Y ) SI BA 20' E x R 0' (1
DN 0" 4'-
E AT IV V. R E P L E
SP
.
EV EL
H AS
12
'-0
"
6,375 SF
V 30
ET
5'-0
G IN AD O .L Y ) SI BA 20' x RE 0' (1
12
5'-0
LOADING AREA
NG DI A O .L Y ) SI BA 20' x RE 0' (1
C
(IN
F
24
UP 0" 1'-
DN 0" 4'-
G IN AD O .L Y ) SI BA 20' x RE 0' (1
+3'-3" NGVD
STREET ELEV. +3'-0" NGVD
64
" '-0
G IN AD O .L Y ) SI BA 20' x RE 0' (1
2 1:1 PE O SL
TO N W E OP ELO B
. SI RE EV. EL
./ SI RE IRE . F EV EL
+
'-0
+8
VD
G
"N
STREET ELEV. +3'-6" NGVD
5S
MP RA T ON N S ME E C SE PA BA S 9 TO
22
0 8'-
VD
. RV
H
G "N
31
SE
UP 0" 1'-
"
N 0" ' 4 +1
'-0
0" 2'-
2
P ME0 SF 70
D GV
.
EV
AS
C SP (IN T E L VA 0 3
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES)
EL
TR
10'-0"
64
F
5S
24
SH A F TR 0 S
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
363'-3"
STREET ELEV. +3'-6" NGVD
100'-0" R.O.W
STREET ELEV. +3'-6" NGVD
MP RA T ON N S ME E C SE PA BA S 9 TO
+9'-0" NGVD
RAMP UP 6" AT 5%
5'-0"
STREET ELEV. +3'-0" NGVD
22
5TH STREET
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES)
D
GV
N 0"
'+8
PLANTER
+4'-0" NGVD
363'-3"
ALTON ROAD
P ME 0 SF
36'-0"
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
RAMP UP 6" AT 5%
10 FT MIN. SETBACK ON ALTON ROAD
4
54
DN " 0 5'-
LOADING BAY (10' x 20')
PLANTER
5'-0"
STREET ELEV. +3'-0" NGVD
0 0'-
IL MA 0 SF
100'-0" R.O.W
10'-0"
. CK F A S P
YS ') BA R 40 NG GE ' x I AD AR (12 LO R L KS FO UC TR
1,2
LOADING BAY (10' x 20')
13'-4"
'-0 +9
5
"
DN 0" 4'-
VD
G "N
41
"
"
1,2
0
NG DI A O .L Y ) SI BA 20' E x R 0' (1
E AT IV V. PR LE E
NG DI
OA I. L AY 0') S B 2 x RE 0' (1
'-0 12
40
NG DI A O .L Y ) SI BA 20' E x R 0' (1
D OA . L AY 0') I S B 2 x RE 0' (1
41
YS ') BA R 40 NG GE ' x I AD AR (12 LO R L KS FO UC TR
DN " 0 4'-
L IA T EN ID BBY S F RE LO 75 S 2,1
50'-0"
PLANTER
. CK
0" 2'-
D GV N "
31
VD
. SI RE EV. L E
. SI RE EV. L E
H AS
'-0
+9
70
2 1 :1 P E O SL
"N
P ME0 SF
SE
UP 0" 1'-
D GV
SP
"
+4'-0" NGVD
30
VA
T LE
F PA 5 S
NG DI A O .L Y ) SI BA 20' E x R 0' (1
DN " 0 4'-
2,1
C
(IN
5'-0
'-0
12
"
6,375 SF
E AT IV V. PR LE E
64
./ SI RE IRE . F EV EL
. RV
H AS F R T 0S
" '-0 12
" '-0 12
5'-0
NG DI A O .L Y ) SI BA 20' E x R 0' (1
RE EV. EL
"
DN " 0 4'-
TI N DE Y SI BB SF E R LO 75
'-0
NG DI A O .L Y ) SI BA 20' E x R 0' (1
NG DI A O .L Y ) SI BA 20' E x R 0' (1
LOADING AREA
"
VD NG
2 1 :1 P E O SL
NG DI A O .L Y ) SI BA 20' x RE 0' (1
'-0
. SI
AL
V.
E EL
TR
+8
SE
./ SI RE IRE . F EV EL
. RV
F
5S 24
MP RA T ON N S ME E C SE PA BA S 9 TO
22
VD NG
. SI RE EV. L E
H AS
+8 TO N W E OP ELO B
" '-0
31
V.
E EL
UP 0" 1'-
"
"
0 4'+1
VD NG
'-0 22
2
P ME0 SF 70
0" 2'-
H AS F R T 0S
SF
TR
C SP (IN T E L VA 0 3
5 24
PLANTER
64
MP RA T ON N S ME E C SE PA BA S 9 TO
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES)
5'-0"
5'-0"
NG 1 I K 0 R L S PA VE ACEG LE SP LUDIN ACES)
0
10
20
50
100 ft
DATE: 03/11/2019
A1-21A
49'-6"
VD
'-0 +9
G "N
D
GREASE TRAPS
+
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD
+9'-0" NGVD
PLANTER
PLANTER
SIGNAGE
DN 5'-0"
BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER PLANTER
PLANTER
10'-0"
+4'-0" NGVD +4'-0" NGVD
10'-0"
+4'-0" NGVD
10'-0"
PLANTER +4'-0" NGVD
10'-0"
10'-0"
RE TU GE A A FE GN I ER / S T A L W AL W +3'-6" NGVD
22'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
13'-11" 18'-0"
+9'-0" NGVD
22'-0" +9'-0" NGVD
55'-7"
29'-5"
25'-0"
49'-6"
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
STREET ELEV. +4'-6" NGVD
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
PLANTER
PLANTER
SIGNAGE
DN 5'-0"
+9'-0" NGVD
BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER PLANTER
PLANTER
+4'-0" NGVD
10'-0"
+4'-0" NGVD
10'-0"
10'-0"
16'-0"
17'-0"
STREET ELEV. +8'-6" NGVD +8'-6" NGVD 1:12 SLOPE
DN 1'-8"
+9'-0" NGVD
D
T AN PL
ER
PRIVATE TERRACE +9'-0" NGVD
PLANTER +4'-0" NGVD
RE TU GE A A FE N R SIG E / AT L W AL W +3'-6" NGVD
VALET STAND
ALTON ROAD
STREET ELEV. +3'-6" NGVD
510'-0"
STREET ELEV. +4'-0" NGVD
22'-0"
+9'-0" NGVD
UP 24'-0"
22'-0" +9'-0" NGVD
55'-7"
29'-5"
25'-0"
49'-6"
ELEVATED WALKWAY ABOVE
10'-6"
+5'-0" NGVD
61'-5" OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
27'-11"
STREET ELEV. +4'-6" NGVD COMM. LOADING ZONE (10' x 20')
" '-0 +9
V. LE D Y V B B NG LO -0" ' 9 +
VD NG
42" H. GLASS RAILING
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
7 2,1
10'-0"
'-0 +9
GV "N
STREET ELEV. +3'-6" NGVD
WALKWAY ABOVE
161'-8"
L IA NT E Y D SI B B F RE LO 5 S
6 SHORT-TERM BICYCLE SPACES (RETAIL)
PLANTER
GROUND LEV. +9'-0" NGVD
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
D
+8'-6" NGVD
10 SHORT-TERM BICYCLE SPACES (RETAIL)
V NG
VAN ACCESSIBLE
VAN ACCESSIBLE
13'-11" 18'-0"
+
E AT IV V. PR LE E
0" 9'-
+8'-6" NGVD
PLANTER
250'-0"
'-6 +8
8'-6"
D GV "N
11'-0"
"
STREET ELEV. +4'-0" NGVD
18'-0"
22 "
AL TI EN FF D SI P-O RE RO D
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
PLANTER
PLANTER
SIGNAGE
DN 5'-0"
+9'-0" NGVD
12'-2"
"
0 5'-
'-0
510'-0"
210'-0"
STREET ELEV. +8'-6" NGVD
22
+3'-6" NGVD
2'-0"
D
'-0 "
V NG
2'-0"
'-0
22 +
6" 8'-
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
R TE AN PL
10'-0"
+4'-0" NGVD
10'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
ELEVATED WALKWAY ABOVE
GREASE TRAPS
+3'-6" NGVD
STREET ELEV. +3'-6" NGVD
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
18'-0"
2'-0"
2'-0" VALET STAND
WALKWAY ABOVE
10'-6"
+5'-0" NGVD
PRIVATE TERRACE
GROUND LEV. +9'-0" NGVD
UP 24'-0"
"N
ER
42" H. GLASS RAILING
+9'-0" NGVD
+8'-6" NGVD
27'-11"
GROUND LEV. +9'-0" NGVD
GROUND LEV. +9'-0" NGVD
DN 1'-8"
42" H. GLASS RAILING
COMM. LOADING ZONE (10' x 20')
V. LE D BY GV B N LO -0" ' +9
0 9'-
T AN PL
COMM. LOADING ZONE (10' x 20')
RE TU GE A A FE G N I ER / S T A L W AL W +3'-6" NGVD
16'-0" 1:12 SLOPE
27'-11"
STREET ELEV. +4'-6" NGVD
PRIVATE TERRACE
+8'-6" NGVD
GV
OUTDOOR TERRACE
17'-0"
STREET ELEV. +8'-6" NGVD
PLANTER
ELEVATED WALKWAY ABOVE
VAN ACCESSIBLE
61'-5"
22'-0"
250'-0"
D GV
VAN ACCESSIBLE
12'-2"
N 0"
'-
+9
61'-5"
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
+5'-0" NGVD
6TH STREET
22 '-0 " WALKWAY ABOVE
+9'-0" NGVD
25'-0"
"
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
6 SHORT-TERM BICYCLE SPACES (RETAIL)
10'-0"
'-6
+8'-6" NGVD
PLANTER
+8
22'-0" 55'-7"
8'-6"
D
V NG
+9'-0" NGVD
UP 24'-0"
29'-5"
"
'-0
10'-6"
R TE AN PL
PLANTER
42" H. GLASS RAILING
VALET STAND
L IA NT F E F D SI P-O RE RO D
161'-8"
VD NG 0" ' +9
GROUND LEV. +9'-0" NGVD
210'-0"
6 SHORT-TERM BICYCLE SPACES (RETAIL)
+9'-0" NGVD
22
161'-8"
D GV "N 0 '+9
+
10'-0"
DN 1'-8"
PLANTER
+4'-0" NGVD
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
+8'-6" NGVD
+8'-6" NGVD
10 SHORT-TERM BICYCLE SPACES (RETAIL)
17'-0"
STREET ELEV. +8'-6" NGVD 1:12 SLOPE
V. LE D BY GV B N LO -0" ' +9
VAN ACCESSIBLE
13'-11" 18'-0"
D
VAN ACCESSIBLE
12'-2"
GV
PLANTER
11'-0"
"N '-0 +9
+8'-6" NGVD
250'-0"
+8
8'-6"
D GV "N '-6
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
L IA NT F E F D SI P-O RE R O D
D GV
STREET ELEV. +8'-6" NGVD
18'-0"
16'-0"
STREET ELEV. +8'-6" NGVD
"N
6 8'-
2'-0"
2'-0"
210'-0"
11'-0"
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
22 '-0 "
D
" '-0 22
" '-0 22
V NG 6" ' +8
BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER PLANTER
PLANTER
+4'-0" NGVD +4'-0" NGVD
10'-0"
+4'-0" NGVD
10'-0"
10'-0"
10'-0"
10'-0" +3'-6" NGVD
STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-6" NGVD
ALTON ROAD
ARQUITECTONICA 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.
FINAL PB SUBMITTAL
600 ALTON - LOADING TRUCK MANEUVERING DIAGRAMS
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
510'-0"
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10
20
50
100 ft
DATE: 03/11/2019
A1-21B
+
1 IL MA 5 SF
D GV
38
.
G "N
0
'+9
D GV
VD NG
2 1:1 PE O SL
V. LE D BY GV B N LO -0" ' +9
. CK F PA 15 S
IL MA 0 SF 54
D GV "N
'-0
RE TU GE A A FE GN I ER / S T A L W AL W +3'-6" NGVD
+9'-0" NGVD
+8
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
PLANTER +4'-0" NGVD
55'-7"
OUTDOOR TERRACE
25'-0"
49'-6"
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
SIGNAGE
DN 5'-0"
+9'-0" NGVD
PLANTER
PLANTER
BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER PLANTER
PLANTER
10'-0"
+4'-0" NGVD +4'-0" NGVD
10'-0"
+4'-0" NGVD
+9'-0" NGVD
27'-11"
PRIVATE TERRACE
DN " 0 5'-
P ME SF
+9'-0" NGVD
22'-0"
29'-5"
STREET ELEV. +4'-6" NGVD
R
TE AN PL
VALET STAND
WALKWAY ABOVE
10'-6"
+5'-0" NGVD
+
GROUND LEV. +9'-0" NGVD
UP 24'-0"
COMM. LOADING ZONE (10' x 20')
YS ') BA R 40 G IN RGE 2' x D A LA (1 O L R KS FO UC TR
00
+9'-0" NGVD
42" H. GLASS RAILING
"N
0 9'-
4
1,2
DN 1'-8"
+8'-6" NGVD
61'-5"
NT DE BY I S B F RE LO 75 S
H AS
"
'-0
VD
L IA
2,1
+9
6 SHORT-TERM BICYCLE SPACES (RETAIL)
. SI RE EV. EL
./ SI RE IRE . F EV EL
. SI RE EV. EL
TR
E AT IV V. PR LE E
1:12 SLOPE
PLANTER
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
. RV SE
17'-0"
+8'-6" NGVD
H BO
./ RV SE IRE . F EV EL
VAN ACCESSIBLE
STREET ELEV. +8'-6" NGVD
10'-0"
S
'-
+9
E AT IV V. PR LE E
E AT IV V. PR LE E
V ER
N 0"
VAN ACCESSIBLE
10 SHORT-TERM BICYCLE SPACES (RETAIL)
RM B. 5 SF 4
'-6
22'-0"
"
+8
+8'-6" NGVD
PLANTER
13'-11" 18'-0"
0"
5'-
8'-6"
VD NG
11'-0"
1,
" '-0 22
250'-0"
C V. C. LE D Y F. 0 SF B GV 0 B 2 N O " L '-0 +9
L IA NT F E F D SI P-O RE RO D
12'-2"
0" RE L TU TIA A GN EN SI SID BBY F RE LO 565 S
16'-0"
'10
STREET ELEV. +8'-6" NGVD
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
22
" '-0 11
N
D GV
'-0 "
"N
0 9'-
210'-0"
18'-0"
" '-0 22
" '- 0 11 +8
" '-6
D GV
D GV
"N
'-6 +8
2'-0"
TE
2'-0"
R
AN
PL
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
HOUSE
10'-0"
10'-0"
+4'-0" NGVD
10'-0"
50'-0"
+3'-6" NGVD
STREET ELEV. +3'-6" NGVD
510'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
PRIVATE TERRACE
D GV "N 0 ' +8
+9'-0" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
PLANTER +4'-0" NGVD
RE TU G E A A FE N R SIG E / AT L W AL W +3'-6" NGVD
GROUND LEV. +9'-0" NGVD
SIGNAGE
DN 5'-0"
+9'-0" NGVD
PLANTER
+4'-0" NGVD
10'-0"
10'-0"
00 1,2
FP&L TRANSFORMER PAD (PARK SITE)
'-0
LE D BY GV B N LO -0" ' +9
VD NG
54
PL
0
PRIVATE TERRACE
DN " 0 5'-
VD
G "N
+9'-0" NGVD
+4'-0" NGVD
10'-0"
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
PLANTER +4'-0" NGVD
RE TU GE A A FE N R SIG E / AT L W AL W +3'-6" NGVD
22'-0"
55'-7"
29'-5"
25'-0"
49'-6"
10'-6"
+5'-0" NGVD
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
PLANTER
PLANTER
SIGNAGE
DN 5'-0"
+9'-0" NGVD
PLANTER
PLANTER
+4'-0" NGVD +4'-0" NGVD
10'-0"
+4'-0" NGVD
10'-0"
10'-0"
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.
STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-6" NGVD
10'-0"
10'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
FINAL PB SUBMITTAL
500-600 ALTON - TRUCK MANEUVERING DIAGRAMS
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER
510'-0"
50'-0"
50'-0"
ARQUITECTONICA
BACKFLOW PREVENTER
OUTDOOR TERRACE
100'-0" R.O.W
ALTON ROAD
510'-0"
100'-0" R.O.W
STREET ELEV. +3'-6" NGVD
10 SHORT-TERM BICYCLE SPACES (RETAIL)
13'-11" 18'-0"
22'-0"
+3'-6" NGVD
50'-0"
50'-0"
STREET ELEV. +3'-6" NGVD
+9'-0" NGVD
+9'-0" NGVD
+3'-6" NGVD
STREET ELEV. +3'-6" NGVD
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
18'-0"
2'-0"
2'-0" 16'-0"
VALET STAND
UP 24'-0"
STREET ELEV. +4'-6" NGVD
R TE AN
GROUND LEV. +9'-0" NGVD
WALKWAY ABOVE
61'-5"
" '-0 +9
V.
+8
10'-0"
+9'-0" NGVD
+8'-6" NGVD
27'-11"
2,1
K.
6 SHORT-TERM BICYCLE SPACES (RETAIL)
V NG
+
IL MA SF
P ME SF
DN 1'-8"
42" H. GLASS RAILING
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
S . RE EV EL
"
0 9'-
PLANTER PLANTER
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
TI EN Y D SI BB F RE LO 75 S
C F PA 15 S
YS BA R 0') NG GE ' x 4 I D AR 12 A ( LO R L KS FO UC TR
BACKFLOW PREVENTER
+4'-0" NGVD +4'-0" NGVD
D
AL
4
FP&L TRANSFORMER PAD (600 ALTON SITE)
OUTDOOR TERRACE
'-0 " 22
. SI RE EV. EL
"N
GREASE TRAPS
42" H. GLASS RAILING
PLANTER
'-0
250'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
61'-5" GROUND LEV. +9'-0" NGVD
GROUND LEV. +9'-0" NGVD
PLANTER
10'-0"
./ SI RE IRE . F EV EL
D GV
+9
1:12 SLOPE
PLANTER
I.
E AT IV V. PR LE E
+8'-6" NGVD
10'-0"
22'-0"
13'-11" 18'-0"
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
SE
17'-0"
STREET ELEV. +8'-6" NGVD
B
./ RV SE IRE . F EV EL
49'-6"
+
VAN ACCESSIBLE
VAN ACCESSIBLE
OH
. RV
27'-11"
STREET ELEV. +4'-6" NGVD
E AT IV V. PR LE E
E AT IV V. PR LE E
VD NG
11'-0"
18'-0"
16'-0" OUTDOOR TERRACE
+8
0" 9'-
+8'-6" NGVD
PLANTER
12'-2"
0
DN " 0 5'-
. RV SE
10'-6"
+5'-0" NGVD
" '-6
8'-6"
VD NG
COMM. LOADING ZONE (10' x 20')
54
R TE AN PL
25'-0"
0"
5'-
38
+9'-0" NGVD
55'-7"
"
'-0 22
1 IL MA 5 SF
22'-0"
29'-5"
AL TI EN FF D SI P-O RE RO D
RM B. 5 SF 4
1,
+9'-0" NGVD
UP 24'-0"
C V. C. LE D F. 0 SF BY GV 0 B 2 N LO -0" ' +9
SH
IL MA SF
WALKWAY ABOVE
E UR AL AT NTI N G E SI SID BBY F RE LO 565 S
2 1:1 PE O SL
K. AC F
+9
+
D GV
UP 0" 1'-
2 1:1 PE O SL
V. LE D Y V B B NG LO -0" ' 9 +
D GV "N 0 '-
GROUND LEV. +9'-0" NGVD
VALET STAND
+8'-6" NGVD
"N
0 9'-
A TR
H
7 2,1
00
+4'-0" NGVD
11'-0" VD NG 0" ' +9
L IA NT E Y D SI BB F RE L O 5 S
AS
TR
UP
1,2
+9'-0" NGVD
42" H. GLASS RAILING
COMM. LOADING ZONE (10' x 20')
. SI RE EV. EL
6 SHORT-TERM BICYCLE SPACES (RETAIL)
./ SI RE IRE . F EV EL
P 15 S 4
P ME SF
DN 1'-8"
PLANTER
. SI . RE E V EL
VD NG 0" ' +9
YS ') BA R 40 NG GE ' x I D AR 12 A ( LO R L KS FO UC TR
1:12 SLOPE
OH
. RV
E AT IV V. PR LE E
+8'-6" NGVD
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
B
./ RV SE IRE . F EV EL
17'-0"
STREET ELEV. +8'-6" NGVD
10'-0"
SE
E AT IV V. PR LE E
E AT IV V. PR LE E
NG
VAN ACCESSIBLE
VAN ACCESSIBLE
12'-2"
VD
" '-0 +9
38
. RV SE
250'-0"
14 IL MA 5 SF
2'-0"
'-0 " 22
RM B. 5 SF
+8'-6" NGVD
PLANTER
0"
" '-6 +8
+
8'-6"
VD NG
0'-
"
"N
6 8'-
210'-0"
STREET ELEV. +8'-6" NGVD
"1
0" 0"
'- 0
'-0
0'-
"1 6
5'-
22
D GV
NG
+
G "N '-0 +9
11
'-0
C V. C. LE D F. 0 SF BY GV 0 B 2 N LO -0" ' +9
6" 8'-
VD
"
11 E UR AL AT NTI N G E SI SID BBY F RE LO 5 S
AL TI EN FF D SI P-O RE RO D
VD
" '-0 22
"
"
STREET ELEV. +8'-6" NGVD
VD NG 0" ' +9
1,5
210'-0"
'-0
'-0
'-0 +9
D GV "N 0 '-
R
TE
AN
PL
11
22
11 VD NG 6" ' +8
D GV "N 6 '+8
2'-0"
0"
R TE
HOUSE
0"
'22
AN PL
6TH STREET
HOUSE
'22
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
50'-0"
100'-0" R.O.W
STREET ELEV. +3'-6" NGVD
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10
20
50
100 ft
DATE: 03/11/2019
A1-21C
IL MA 0 SF
1, 2
0
'- 0 +8
GV "N
PRIVATE TERRACE
D
RE TU GE A A FE G N I ER / S T A L W AL W +3'-6" NGVD
+9'-0" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
COMM. LOADING ZONE (10' x 20')
54
DN " 0 5'-
PLANTER +4'-0" NGVD
OUTDOOR TERRACE
STREET ELEV. +4'-6" NGVD
R TE AN PL
GROUND LEV. +9'-0" NGVD
GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
+9'-0" NGVD
PLANTER
PLANTER
SIGNAGE
NT DE BY I S B F RE LO 75 S
'-0
"N '-0 +9
V. LE D BY GV B N LO -0" ' +9
. CK F PA 15 S
IL MA 0 SF
0
1,2
VD
+8
'-0
RE TU GE A A FE GN I ER / S T A L W AL W +3'-6" NGVD
+9'-0" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
10'-0"
10'-0"
PLANTER +4'-0" NGVD
22'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
13'-11" 18'-0"
+9'-0" NGVD
22'-0" +9'-0" NGVD
55'-7"
29'-5"
25'-0"
49'-6"
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
+9'-0" NGVD
PLANTER
PLANTER
SIGNAGE
DN 5'-0"
BACKFLOW PREVENTER
OUTDOOR TERRACE
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER PLANTER
PLANTER
+4'-0" NGVD
10'-0"
10'-0"
+4'-0" NGVD
10'-0"
+3'-6" NGVD
ALTON ROAD
510'-0"
510'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
PLANTER +4'-0" NGVD
42" H. GLASS RAILING
PLANTER
SIGNAGE
DN 5'-0"
+9'-0" NGVD
PLANTER
+4'-0" NGVD
10'-0"
6TH STREET
0
1,2
FP&L TRANSFORMER PAD (PARK SITE)
+8
10'-0"
54
PL
0
VD
G "N
'-0
+9'-0" NGVD
10'-0"
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
PLANTER +4'-0" NGVD
RE TU GE A A FE N R SIG E / AT L W AL W +3'-6" NGVD
22'-0"
22'-0" 55'-7"
25'-0"
49'-6"
10'-6"
+5'-0" NGVD
61'-5" OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
27'-11"
GREASE TRAPS
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
PLANTER
PLANTER
SIGNAGE
DN 5'-0"
+9'-0" NGVD
PLANTER
PLANTER
+4'-0" NGVD +4'-0" NGVD
10'-0"
+4'-0" NGVD
10'-0"
10'-0"
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.
STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-6" NGVD
10'-0"
10'-0"
ALTON ROAD
STREET ELEV. +3'-6" NGVD
FINAL PB SUBMITTAL
500-600 ALTON - TRUCK MANEUVERING DIAGRAMS
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER
510'-0"
50'-0"
50'-0"
ARQUITECTONICA
BACKFLOW PREVENTER
OUTDOOR TERRACE
100'-0" R.O.W
ALTON ROAD
510'-0"
100'-0" R.O.W
STREET ELEV. +3'-6" NGVD
+9'-0" NGVD
+3'-6" NGVD
50'-0"
50'-0"
STREET ELEV. +3'-6" NGVD
WALKWAY ABOVE
+9'-0" NGVD
+3'-6" NGVD
STREET ELEV. +3'-6" NGVD
10 SHORT-TERM BICYCLE SPACES (RETAIL)
13'-11" 18'-0"
VALET STAND
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
18'-0"
2'-0"
2'-0"
GROUND LEV. +9'-0" NGVD
29'-5"
STREET ELEV. +4'-6" NGVD
T AN
PRIVATE TERRACE
DN " 0 5'-
+4'-0" NGVD
16'-0"
250'-0" " '-0 +9
VD NG
ER
PLANTER PLANTER
10'-0"
. CK F PA 15 S
IL MA SF
P ME 0 SF
BACKFLOW PREVENTER
OUTDOOR TERRACE
+4'-0" NGVD +4'-0" NGVD
YS ') BA R 40 NG GE ' x I D AR (12 A LO R L KS FO UC TR
+9'-0" NGVD
+8'-6" NGVD
UP 24'-0"
COMM. LOADING ZONE (10' x 20')
27'-11"
GROUND LEV. +9'-0" NGVD
PLANTER
10'-0"
2,1
V. LE D Y V B B NG LO -0" ' 9 +
6 SHORT-TERM BICYCLE SPACES (RETAIL)
S . RE EV EL
" '-0 +9
VD NG
4
FP&L TRANSFORMER PAD (600 ALTON SITE)
GROUND LEV. +9'-0" NGVD
'-0 " TI EN Y D SI BB F RE LO 75 S
"N
GREASE TRAPS
DN 1'-8"
42" H. GLASS RAILING
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
61'-5" GROUND LEV. +9'-0" NGVD
+8'-6" NGVD
10'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
22 AL
D GV
'-0
17'-0"
STREET ELEV. +8'-6" NGVD 1:12 SLOPE
. SI RE EV. EL
./ SI RE IRE . F EV EL
VAN ACCESSIBLE
VAN ACCESSIBLE
PLANTER
I.
+9
D GV
11'-0"
22'-0"
13'-11" 18'-0"
6 SHORT-TERM BICYCLE SPACES (RETAIL)
STREET ELEV. +4'-6" NGVD
E AT IV V. PR LE E
N
12'-2"
+9'-0" NGVD
RE TU GE A A FE N R SIG E / AT L W AL W +3'-6" NGVD
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
50'-0" D GV "N 0 ' +8
OUTDOOR TERRACE
12'-2"
00 1,2
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
16'-0"
250'-0"
PRIVATE TERRACE
S
10'-6"
+5'-0" NGVD
COMM. LOADING ZONE (10' x 20')
54
DN " 0 5'-
V. ER
+8'-6" NGVD
PLANTER
H BO
./ RV SE IRE . F EV EL
49'-6"
8'-6"
D GV
+9
E AT IV V. PR LE E
H
R TE AN PL
25'-0"
"N '-0
E AT IV V. PR LE E
. RV
2 1:1 PE O SL
. CK F PA S
SE
+9'-0" NGVD
55'-7"
" '-6 +8
38
22'-0"
29'-5"
0"
" '-0 22
1 IL MA 5 SF
+9'-0" NGVD
UP 24'-0"
5'-
AL TI EN FF D SI P-O RE RO D
RM B. 5 SF 4
1,
UP
" '-0 +9
V. LE D Y V B B NG LO -0" ' 9 +
VD NG
WALKWAY ABOVE
V. .C LE D .C F BY GV F 00 S B 2 N LO -0" ' +9
AS
2,1
IL MA 0 SF
P M E SF
+4'-0" NGVD
11'-0" +9
D GV "N '-0
GROUND LEV. +9'-0" NGVD
VALET STAND
+8'-6" NGVD
E UR AL AT NTI N G E SI SID BBY F RE LO 565 S
TR
L IA NT E Y D SI B B F RE LO 75 S
18'-0"
'-0 " 22
. SI RE EV. EL
5 41
YS BA R 0') NG GE ' x 4 I D AR 12 A ( LO R L KS FO UC TR
+9'-0" NGVD
42" H. GLASS RAILING
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
./ SI RE IRE . F EV EL
SH
D GV "N '-0
DN 1'-8"
PLANTER
. SI . RE EV EL
A TR
2 1:1 PE O SL
+9
1:12 SLOPE
10'-0"
. RV SE
E AT IV V. PR LE E
+8'-6" NGVD
H BO
./ RV SE IRE . F EV EL
17'-0"
STREET ELEV. +8'-6" NGVD
"
. RV
+9
E AT IV V. PR LE E
E AT IV V. PR LE E
D GV "N 0 '-
'-0
38
22
14 IL MA 5 S F
VAN ACCESSIBLE
VAN ACCESSIBLE
0"
RM B. 5 SF
+
210'-0"
STREET ELEV. +8'-6" NGVD
0'-
0"
+8
'-0
"1
0'0"
+8'-6" NGVD
PLANTER
D GV
6 8'-
8'-6"
D GV "N 6 '-
'-0
"1 6 1,5
5'-
" '-0 22
+9
NG
+
G "N
11
'-0
11
C V. C. LE D F. 0 S F BY GV 0 B 2 N LO -0" ' +9
AL TI EN FF D SI P-O RE RO D
"N
VD
6" 8'-
VD
"
"
STREET ELEV. +8'-6" NGVD
E UR AL AT NTI N G E SI SID BBY F RE LO 5 S
SE
210'-0"
'-0
'-0
D GV "N 0 '+9
D
11
" '-0 22
11 D
+8
GV "N '-6
R
TE
AN
PL
2'-0"
ER
HOUSE
2'-0"
T AN PL
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
50'-0"
HOUSE
V NG 6" ' +8
STREET ELEV. +3'-6" NGVD
100'-0" R.O.W
STREET ELEV. +3'-6" NGVD
100'-0" R.O.W
STREET ELEV. +3'-6" NGVD
50'-0"
50'-0"
STREET ELEV. +3'-6" NGVD
10'-0"
+4'-0" NGVD
+3'-6" NGVD
STREET ELEV. +3'-6" NGVD
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
18'-0"
16'-0"
VALET STAND
UP 24'-0"
10'-0"
+4'-0" NGVD
2'-0"
2'-0"
PRIVATE TERRACE
G "N
42" H. GLASS RAILING
STREET ELEV. +4'-6" NGVD
ER
54
GROUND LEV. +9'-0" NGVD
10'-6"
+5'-0" NGVD
T AN PL
DN " 0 5'-
P ME 0 SF
10'-0"
+4'-0" NGVD +4'-0" NGVD
250'-0" D GV
D GV
YS ') BA R 40 G IN RGE 2' x D A LA (1 O L R KS FO UC TR
FP&L TRANSFORMER PAD (PARK SITE)
PLANTER
10'-0"
0
2,1
+9
BACKFLOW PREVENTER
OUTDOOR TERRACE
G "N
'+9
PLANTER
PLANTER
+4'-0" NGVD
"N
VD
L IA
4
FP&L TRANSFORMER PAD (600 ALTON SITE)
DN 5'-0"
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
22 '-0 "
. SI RE EV. EL
./ SI RE IRE . F EV EL
6 SHORT-TERM BICYCLE SPACES (RETAIL)
. SI RE EV. EL
GREASE TRAPS
GROUND LEV. +9'-0" NGVD
10'-0"
+4'-0" NGVD
E AT IV V. PR LE E
+9'-0" NGVD
WALKWAY ABOVE
61'-5"
+5'-0" NGVD
4
P ME 0 SF
16'-0" 10'-6"
DN 1'-8"
12'-2"
F PA 15 S
49'-6"
1:12 SLOPE
PLANTER
+8'-6" NGVD
27'-11"
. CK
D
25'-0"
+8'-6" NGVD
COMM. LOADING ZONE (10' x 20')
V. LE D BY GV B N LO -0" ' +9
GV "N
55'-7"
./ RV SE IRE . F EV EL
VAN ACCESSIBLE
17'-0"
STREET ELEV. +8'-6" NGVD
H BO
. RV SE
+9'-0" NGVD
'-
VAN ACCESSIBLE
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
'-0 +9
S
+8'-6" NGVD
PLANTER
V NG 0"
+9
E AT IV V. PR LE E
E AT IV V. PR LE E
V. ER
8'-6"
VD NG
D
38
22'-0"
29'-5"
'+8
1 IL MA 5 SF
+9'-0" NGVD
UP 24'-0"
6"
5'-
H AS
VD
42" H. GLASS RAILING
VALET STAND
0"
0"
10'-0"
" '-0 +9
GROUND LEV. +9'-0" NGVD
'22
L IA NT F E F D SI P-O RE RO D
RM B. 5 SF 4
1,
TR
L IA NT E Y D SI B B F RE LO 5 S
VD NG
7 2,1
YS ') BA R 40 G IN RGE 2' x D A LA (1 O L R KS FO UC TR
+9'-0" NGVD
WALKWAY ABOVE
C V. C. LE D Y F. 0 SF B GV 0 B 2 N O " L '-0 +9
2 1:1 PE O SL
0"
NG
DN 1'-8"
+8'-6" NGVD
61'-5"
. SI RE EV. EL
6 SHORT-TERM BICYCLE SPACES (RETAIL)
./ SI RE IRE . F EV EL
H
2 1:1 PE O SL
'+9
1:12 SLOPE
PLANTER
. SI RE EV. EL
AS TR
UP 0" 1'-
E AT IV V. PR LE E
+8'-6" NGVD
COMM. LOADING / COMM. TRASH LOADING ZONE (12' x 35')
. RV SE
17'-0"
STREET ELEV. +8'-6" NGVD
H BO
./ RV SE IRE . F EV EL
VAN ACCESSIBLE
"N
210'-0"
STREET ELEV. +8'-6" NGVD
RE L TU TIA A GN EN SI SID BBY F RE LO 565 S
27'-11"
.
D
10'-0"
S
V ER
'+9
E AT IV V. PR LE E
E AT IV V. PR LE E
GV
VAN ACCESSIBLE
N
+
0 9'-
11'-0"
38
N 0"
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
14 IL MA 5 SF
PLANTER
10 SHORT-TERM BICYCLE SPACES (RETAIL)
RM B. 5 SF
1,
'-6
+8'-6" NGVD
22'-0"
+8
8'-6"
D GV "N
D
GV
+8
13'-11" 18'-0"
0"
" '-0
12'-2"
5'-
22
250'-0"
C V. C. LE D Y F. 0 SF B GV 0 B 2 N O " L '-0 +9
11'-0"
RE L TU TIA A GN EN SI SID BBY F RE LO 565 S
+
0"
0"
D GV "N 0 '+9
L IA NT F E F D SI P-O RE RO D
" '-6
D GV
"N
6 8'-
'10
'10
STREET ELEV. +8'-6" NGVD
18'-0"
22
'-0 "
D
D
GV
" '-0 22
GV "N
" '-0 11
" '-0 11
'-0 +9
210'-0"
" '-0 11
" '-0 11
" '-0 22
VD NG 6" ' +8
R
TE
AN
PL
2'-0"
0" D GV "N 6 '+8
ER
HOUSE
2'-0"
'22
T AN PL
6TH STREET
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
HOUSE
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10
20
50
100 ft
DATE: 03/11/2019
A1-21D
ARQUITECTONICA 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.
FINAL PB SUBMITTAL
N
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175
TYPICAL TRUCK MANEUVERING DIAGRAMS
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10
20
50
100 ft
DATE: 03/11/2019
A1-21E
LEVEL 41 +471'-0" NGVD LEVEL 40 +459'-4" NGVD LEVEL 39 +447'-8" NGVD LEVEL 38 +436'-0" NGVD LEVEL 37 +424'-4" NGVD LEVEL 36 +409'-8" NGVD
LEVEL 35 +392'-8" NGVD LEVEL 34 +379'-8" NGVD LEVEL 33 +368'-0" NGVD LEVEL 32 +356'-4" NGVD LEVEL 31 +344'-8" NGVD LEVEL 30 +333'-0" NGVD LEVEL 29 +321'-4" NGVD LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD LEVEL 14 +156'-0" NGVD LEVEL 13 +145'-4" NGVD LEVEL 12 +134'-8" NGVD LEVEL 11 +124'-0" NGVD LEVEL 10 +113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
LEVEL 05 +60'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
SIDEWALK ELEV. +4'-0" NGVD STREET ELEV. +3'-6" NGVD
LOBBY LEVEL +9'-0" NGVD BASEMENT LEVEL +0'-0" NGVD
38'-0"
18'-0" LEVEL 02 +33'-0" NGVD
LOBBY LEV. +9'-0" NGVD
CMB GRADE +4'.62" NGVD
5'-0"
PKG - LEV 01 +9'-0" NGVD SIDEWALK ELEV. +5'-6" NGVD
LEVEL 02 +33'-0" NGVD
24'-0"
PKG - LEV 02 +19'-0" NGVD
5'-0"
19'-0" (17'-6" Min. Required)
PKG - LEV 03 +29'-0" NGVD
BASEMENT LEV. +0'-0" NGVD
MAIN ROOF +51'-0" NGVD
27'-0"
PKG - LEV 04 +39'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4'.62" NGVD
CMB GRADE +4'.62" NGVD B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
40'-0" MAX. ALLOWED BLDG HEIGHT
11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 14'-4" 14'-8" 17'-0" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 12'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 13'-0"
LEVEL 42 +482'-8" NGVD
24'-0"
16'-0" 16'-0" 21'-0" 9'-6" 9'-0" 10'-0" 10'-0" 10'-0"
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
23'-0" (17'-6" Min. Required)
BRIDGE BEYOND (T.B.D.)
LEVEL 43 +494'-4" NGVD
PROPERTY LINE
AMENITY LEV. 05 +60'-0" NGVD
LEVEL 44 +506'-0" NGVD
PROPERTY LINE
+76'-0" NGVD
LEVEL 45 +517'-8" NGVD
519'-0" ABOVE B.F.E +5'-0"
AMENITY LEV. 06
MAIN ROOF LEV. +532'-0" NGVD
PROPERTY LINE
PROPERTY LINE
20 FT SETBACK
PROPERTY LINE
ROOF LEV. +92'-0" NGVD
MECH. LEV. +547'-0" NGVD
25'-0"
25'-0"
UPPER ROOF LEV. +557'-0" NGVD
SIDEWALK ELEV. +4'-0" NGVD STREET ELEV. +3'-6" NGVD
STREET ELEV. +3'-6" NGVD
CMB GRADE +4.62' NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500/600/700 ALTON ROAD EAST ELEVATION
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-01
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500/600/700 ALTON ROAD EAST ELEVATION - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-02
25'-0"
MECH. LEV. +547'-0" NGVD
25'-0"
UPPER ROOF LEV. +557'-0" NGVD
LEVEL 44 +506'-0" NGVD LEVEL 43 +494'-4" NGVD LEVEL 42 +482'-8" NGVD LEVEL 41 +471'-0" NGVD LEVEL 40 +459'-4" NGVD LEVEL 39 +447'-8" NGVD LEVEL 38 +436'-0" NGVD LEVEL 37 +424'-4" NGVD LEVEL 36 +409'-8" NGVD
14'-8"
+517'-8" NGVD
17'-0"
LEVEL 45
11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 14'-4"
MAIN ROOF LEV. +532'-0" NGVD
519'-0" ABOVE B.F.E +5'-0"
LEVEL 29 +321'-4" NGVD LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD LEVEL 14
+113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
LEVEL 06 +70'-8" NGVD LEVEL 05 +60'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD
BASE FLOOD ELEV. +8'-0" NGVD
18'-0" 38'-0"
LEVEL 02 +33'-0" NGVD
LEVEL 02 +33'-0" NGVD
24'-0"
24'-0" 5'-0"
40'-0" MAX. ALLOWED BLDG HEIGHT
MAIN ROOF +51'-0" NGVD
LOBBY LEV. +9'-0" NGVD SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD CMB GRADE +4.62' NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
CMB GRADE +4'.62" NGVD
LOBBY LEVEL +9'-0" NGVD BASEMENT LEVEL +0'-0" NGVD
R.O.W. LINE
LEVEL 10
PROPERTY LINE
+134'-8" NGVD LEVEL 11 +124'-0" NGVD
20 FT SETBACK
LEVEL 12
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
+156'-0" NGVD LEVEL 13 +145'-4" NGVD
ROOF LEV. +92'-0" NGVD
AMENITY LEV. 06 +76'-0" NGVD
AMENITY LEV. 05 +60'-0" NGVD
PKG - LEV 04 +39'-0" NGVD
FINAL PB SUBMITTAL
SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD
500/600/700 ALTON ROAD WEST ELEVATION 0
10 20
PKG - LEV 02 +19'-0" NGVD PKG - LEV 01 +9'-0" NGVD SIDEWALK ELEV. +5'-6" NGVD
DATE: 03/11/2019 50
PKG - LEV 03 +29'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
BRIDGE BEYOND (T.B.D.)
100 ft
A2-03
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
LEVEL 30 +333'-0" NGVD
16'-0"
+344'-8" NGVD
16'-0"
+356'-4" NGVD LEVEL 31
21'-0"
LEVEL 32
9'-6" 9'-0" 10'-0" 10'-0" 10'-0"
LEVEL 33 +368'-0" NGVD
23'-7" (17'-6" Min. Required)
LEVEL 34 +379'-8" NGVD
20'-6" (17'-6" Min. Required)
+392'-8" NGVD
27'-0" 4'-0" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 12'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 13'-0"
LEVEL 35
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500/600/700 ALTON ROAD WEST ELEVATION - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-04
25'-0"
MECH. LEV. +547'-0" NGVD
25'-0"
TOP OF MECH. EQUIP. +557'-0" NGVD
LEVEL 40 +459'-4" NGVD LEVEL 39 +447'-8" NGVD LEVEL 38 +436'-0" NGVD LEVEL 37 +424'-4" NGVD LEVEL 36 +409'-8" NGVD
LEVEL 35 +392'-8" NGVD LEVEL 34 +379'-8" NGVD LEVEL 33 +368'-0" NGVD LEVEL 32 +356'-4" NGVD LEVEL 31 +344'-8" NGVD LEVEL 30 +333'-0" NGVD
519'-0" ABOVE B.F.E +5'-0"
LEVEL 29 +321'-4" NGVD LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD LEVEL 14
+113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD LEVEL 05
PROPERTY LINE
LEVEL 10
20 FT SETBACK
+134'-8" NGVD LEVEL 11 +124'-0" NGVD
10 FT SETBACK
LEVEL 12
PROPERTY LINE
+156'-0" NGVD LEVEL 13 +145'-4" NGVD
ROOF LEV. +92'-0" NGVD
AMENITY LEV. 06 +76'-0" NGVD
POOL DECK LEV. +60'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4.62' NGVD
LOBBY LEV. +9'-0" NGVD SIDEWALK ELEV. +4'-0" NGVD STREET ELEV. +3'-6" NGVD
SIDEWALK ELEV. +8'-6" NGVD STREET ELEV. +8'-0" NGVD
SIDEWALK ELEV. +5'-6" NGVD STREET ELEV. +5'-0" NGVD
PKG - LEV 04 +39'-0" NGVD PKG - LEV 03 +29'-0" NGVD PKG - LEV 02 +19'-0" NGVD
5'-0"
5'-0"
24'-0"
+33'-0" NGVD
18'-1" (17'-6" Min. Required)
LEVEL 02
47'-0"
27'-0"
21'-0"
+60'-0" NGVD
PKG - LEV 01 +9'-0" NGVD BASEMENT LEV. +0'-0" NGVD
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
+471'-0" NGVD
16'-0"
+482'-8" NGVD LEVEL 41
16'-0"
+494'-4" NGVD LEVEL 42
9'-0" 10'-0" 10'-0" 10'-0"
LEVEL 43
14'-8"
+506'-0" NGVD
17'-0"
LEVEL 44
10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 12'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 13'-0"
LEVEL 45 +517'-8" NGVD
11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 14'-4"
ROOF TOP LEV. +532'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4.62' NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500 ALTON ROAD NORTH ELEVATION
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-05
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500 ALTON ROAD NORTH ELEVATION - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-06
11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 14'-4" 14'-8" 17'-0" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 12'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 13'-0"
LEVEL 42 +482'-8" NGVD LEVEL 41 +471'-0" NGVD LEVEL 40 +459'-4" NGVD LEVEL 39 +447'-8" NGVD LEVEL 38 +436'-0" NGVD LEVEL 37 +424'-4" NGVD LEVEL 36 +409'-8" NGVD
LEVEL 35 +392'-8" NGVD LEVEL 34 +379'-8" NGVD LEVEL 33 +368'-0" NGVD LEVEL 32 +356'-4" NGVD LEVEL 31 +344'-8" NGVD LEVEL 30 +333'-0" NGVD LEVEL 29 +321'-4" NGVD LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD LEVEL 14 +156'-0" NGVD LEVEL 13 +145'-4" NGVD LEVEL 12 +134'-8" NGVD LEVEL 11 +124'-0" NGVD LEVEL 10 +113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD LEVEL 05
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
24'-0"
+33'-0" NGVD
LOBBY LEV. +9'-0" NGVD SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD
SIDEWALK ELEV. +3'-6" NGVD STREET ELEV. +3'-0" NGVD
5'-0"
16'-0" 16'-0"
LEVEL 43 +494'-4" NGVD
27'-0" 5'-6" 5'-0"
PKG - LEV 02 +19'-0" NGVD PKG - LEV 01 +9'-0" NGVD BASEMENT LEV. +0'-0" NGVD
LEVEL 44 +506'-0" NGVD
LEVEL 02
18'-6" (17'-6" Min. Required)
PKG - LEV 03 +29'-0" NGVD
47'-0"
PKG - LEV 04 +39'-0" NGVD
LEVEL 45 +517'-8" NGVD
+60'-0" NGVD
21'-0" 9'-0" 10'-0" 10'-0" 10'-0"
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
POOL DECK LEV. +60'-0" NGVD
ROOF TOP LEV. +532'-0" NGVD
519'-0" ABOVE B.F.E +5'-0"
AMENITY LEV. 06 +76'-0" NGVD
PROPERTY LINE
10 FT SETBACK
20 FT SETBACK
PROPERTY LINE
ROOF LEV. +92'-0" NGVD
MECH. LEV. +547'-0" NGVD
25'-0"
25'-0"
TOP OF MECH. EQUIP. +557'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4.62' NGVD
CMB GRADE +4.62' NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500 ALTON ROAD SOUTH ELEVATION
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-07
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
500 ALTON ROAD SOUTH ELEVATION - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
10 20
50
100 ft
A2-08
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
PROPERTY LINE
10 FT SETBACK
PROPERTY LINE
PROPERTY LINE
5'-0"
LOBBY LEV. +9'-0" NGVD
5'-0"
24'-0"
LEVEL 02 +33'-0" NGVD
40'-0" MAX. ALLOWED BLDG HEIGHT
38'-0"
18'-0"
MAIN ROOF +51'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD STREET ELEV. +3'-6" NGVD
STREET ELEV. +5'-6" NGVD SIDEWALK ELEV. +6'-0" NGVD CMB GRADE +4.62' NGVD
CMB GRADE +4.62' NGVD
600 ALTON - SOUTH ELEVATION
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
600 ALTON SOUTH ELEVATION
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-09
600 ALTON - SOUTH ELEVATION
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
600 ALTON SOUTH ELEVATION - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-10
LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD LEVEL 05 +60'-0" NGVD
27'-0"
PKG - LEV 04 +39'-0" NGVD
LEVEL 09 +102'-8" NGVD
PROPERTY LINE
10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8"
PROPERTY LINE
20 FT MIN. SETBACK
21'-0"
19'-0" (17'-6" Min. Required)
PKG - LEV 03 +29'-0" NGVD PKG - LEV 02 +19'-0" NGVD PKG - LEV 01 +9'-0" NGVD SIDEWALK ELEV. +5'-6" NGVD BASEMENT LEV. +0'-0" NGVD
SIDEWALK ELEV. +4'-0" NGVD STREET ELEV. +3'-6" NGVD
CMB GRADE +4'.62" NGVD
PROPERTY LINE
LOBBY LEVEL +9'-0" NGVD BASEMENT LEVEL +0'-0" NGVD
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
PROPERTY LINE
PROPERTY LINE
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
LEVEL 02 +33'-0" NGVD
24'-0"
AMENITY LEV. 05 +60'-0" NGVD
9'-6" 9'-0" 10'-0" 10'-0" 10'-0"
DGE BEYOND (T.B.D.)
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
16'-0"
AMENITY LEV. 06 +76'-0" NGVD
PROPERTY LINE
16'-0"
ROOF LEV. +92'-0" NGVD
LEVEL 10 +113'-4" NGVD
38'-0"
40'-0" MAX. ALLOWED BLDG HEIGHT
18'-0"
MAIN ROOF +51'-0" NGVD
CMB GRADE +4'.62" NGVD
5'-0"
LOBBY LEV. +9'-0" NGVD
5'-0"
24'-0"
LEVEL 02 +33'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4'.62" NGVD
CMB GRADE +4'.62" NGVD B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV.
SIDEWALK ELEV. +4'-0" NGVD STREET ELEV.
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
B.F.E + 5"-0" +13'-0" NGVD
STREET ELEV. +3'-6" NGVD
FINAL PB SUBMITTAL
STREET ELEVATION ALTON ROAD
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-11
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
20 FT MIN. SETBACK
PROPERTY LINE PROPERTY LINE
ARQUITECTONICA
FINAL PB SUBMITTAL
STREET ELEVATION ALTON ROAD - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-12
PROPERTY LINE
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
PROPERTY LINE
38'-0"
40'-0" MAX. ALLOWED BLDG HEIGHT
18'-0"
MAIN ROOF +51'-0" NGVD
24'-0"
LEVEL 02 +33'-0" NGVD
CMB GRADE +4'.62" NGVD
LOBBY LEVEL +9'-0" NGVD BASEMENT LEVEL +0'-0" NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
24'-0"
23'-7" (17'-6" Min. Required)
LEVEL 05 +60'-0" NGVD
PROPERTY LINE
LEVEL 06 +70'-8" NGVD
SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD CMB GRADE +4.62' NGVD
20 FT MIN. SETBACK
LEVEL 07 +81'-4" NGVD
CMB GRADE +4'.62" NGVD
PROPERTY LINE
LEVEL 08 +92'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD
LOBBY LEV. +9'-0" NGVD
20'-6" (17'-6" Min. Required)
PROPERTY LINE
LEVEL 09 +102'-8" NGVD
27'-0" 4'-0" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8"
LEVEL 10 +113'-4" NGVD
5'-0"
B.F.E + 5"-0" +13'-0" NGVD SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD
LEVEL 02 +33'-0" NGVD
SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD
FINAL PB SUBMITTAL
STREET ELEVATION WEST AVENUE
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
BRIDGE BEYOND (T.B.D.)
A2-13
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
PROPERTY LINE PROPERTY LINE
PROPERTY LINE
20 FT MIN. SETBACK
PROPERTY LINE
PROPERTY LINE PROPERTY LINE
ARQUITECTONICA
STREET ELEVATION WEST AVENUE - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-14
10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8"
PROPERTY LINE
10 FT MIN. SETBACK
20 FT MIN. SETBACK
PROPERTY LINE
POOL DECK LEV. +60'-0" NGVD
PKG - LEV 01 +9'-0" NGVD BASEMENT LEV. +0'-0" NGVD B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD LEVEL 05 +60'-0" NGVD
27'-0" 5'-6" 5'-0"
LEVEL 02 +33'-0" NGVD
24'-0"
PKG - LEV 02 +19'-0" NGVD
18'-6" (17'-6" Min. Required)
PKG - LEV 03 +29'-0" NGVD
47'-0"
PKG - LEV 04 +39'-0" NGVD
LEVEL 09 +102'-8" NGVD
5'-0"
16'-0" 16'-0"
AMENITY LEV. 06 +76'-0" NGVD
21'-0" 9'-0" 10'-0" 10'-0" 10'-0"
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
ROOF LEV. +92'-0" NGVD
LEVEL 10 +113'-4" NGVD
LOBBY LEV. +9'-0" NGVD SIDEWALK ELEV. +6'-0" NGVD STREET ELEV. +5'-6" NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
SIDEWALK ELEV. +3'-6" NGVD STREET ELEV. +3'-0" NGVD
FINAL PB SUBMITTAL
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4.62' NGVD
STREET ELEVATIONS 5TH STREET
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-15
2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
PROPERTY LINE
10 FT MIN. SETBACK
20 FT MIN. SETBACK
PROPERTY LINE
ARQUITECTONICA
STREET ELEVATIONS 5TH STREET - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-16
AMENITY LEV. 06 +76'-0" NGVD
POOL DECK LEV. +60'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE +4.62' NGVD
LOBBY LEV. +9'-0" NGVD
SIDEWALK ELEV. +8'-6" NGVD STREET ELEV. +8'-0" NGVD
SIDEWALK ELEV. +4'-0" NGVD STREET ELEV. +3'-6" NGVD
SIDEWALK ELEV. +5'-6" NGVD STREET ELEV. +5'-0" NGVD
PKG - LEV 04 +39'-0" NGVD PKG - LEV 03 +29'-0" NGVD PKG - LEV 02 +19'-0" NGVD
5'-0"
5'-0"
24'-0"
18'-1" (17'-6" Min. Required)
LEVEL 02 +33'-0" NGVD
47'-0"
27'-0"
LEVEL 05 +60'-0" NGVD
ROOF LEV. +92'-0" NGVD
PROPERTY LINE
LEVEL 06 +70'-8" NGVD
20 FT MIN. SETBACK
LEVEL 07 +81'-4" NGVD
10 FT MIN. SETBACK
LEVEL 08 +92'-0" NGVD
PROPERTY LINE
LEVEL 09 +102'-8" NGVD
10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8"
LEVEL 10 +113'-4" NGVD
PKG - LEV 01 +9'-0" NGVD BASEMENT LEV. +0'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD CMB GRADE
PROPERTY LINE
10 FT SETBACK
PROPERTY LINE
PROPERTY LINE
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
6TH STREET - NORTH ELEVATION
5'-0"
LOBBY LEV. +9'-0" NGVD
5'-0"
24'-0"
LEVEL 02 +33'-0" NGVD
40'-0" MAX. ALLOWED BLDG HEIGHT
38'-0"
18'-0"
MAIN ROOF +51'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD STREET ELEV. +3'-6" NGVD
STREET ELEV. +5'-6" NGVD SIDEWALK ELEV. +6'-0" NGVD CMB GRADE +4.62' NGVD
CMB GRADE +4.62' NGVD
6TH STREET - SOUTH ELEVATION
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
STREET ELEVATIONS 6TH STREET
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-17
PROPERTY LINE
20 FT MIN. SETBACK
10 FT MIN. SETBACK
PROPERTY LINE
6TH STREET - NORTH ELEVATION
6TH STREET - SOUTH ELEVATION
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
STREET ELEVATIONS 6TH STREET - RENDERED
DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A2-18
muscle2
WEST AVENUE
DETAIL SECTION 01B
5TH STREET BAYWALK CONNECTOR BRIDGE (FOR REFERENCE ONLY)
7TH STREET
6TH STREET
LEVEL 42 +482'-8" NGVD LEVEL 41 +471'-0" NGVD LEVEL 40 +459'-4" NGVD
KEY PLAN
LEVEL 39 +447'-8" NGVD LEVEL 38 +436'-0" NGVD LEVEL 37 +424'-4" NGVD LEVEL 36 +409'-8" NGVD
LEVEL 35 +392'-8" NGVD LEVEL 34 +379'-8" NGVD LEVEL 33 +368'-0" NGVD LEVEL 32 +356'-4" NGVD LEVEL 31 +344'-8" NGVD LEVEL 30 +333'-0" NGVD LEVEL 29 +321'-4" NGVD LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD LEVEL 14 +156'-0" NGVD LEVEL 13 +145'-4" NGVD LEVEL 12 +134'-8" NGVD LEVEL 11 +124'-0" NGVD
10' SETBACK
LEVEL 10 +113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD LEVEL 05 +60'-0" NGVD
LEVEL 02 +33'-0" NGVD
B.F.E + 5'-0" LOBBY LEV. +9'-0" NGVD
5'-0"
9'-0" 10'-0" 10'-0" 10'-0" 17'-0"
ALTON ROAD
LEVEL 43 +494'-4" NGVD
10' SETBACK
ZONE 02 - 6 UN./FL - 7 FL ZONE 02 - 6 UN./FL - 10 FL ZONE 01 - 11 UN./FL - 22 FL 2'-0" 2'-0" 14'-0" 9'-0" 10'-0" 10'-0" 10'-0" 10'-0"6'-0" 14'-0"
20' SETBACK
PROPERTY LINE
16'-0" 16'-0"
21'-0" 9'-0" 10'-0" 10'-0" 10'-0"
47'-0" 60'-0"
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
5'-0"
PKG - LEV 01 +9'-0" NGVD SIDEWALK ELEV. +5'-6" NGVD
LEVEL 44 +506'-0" NGVD
A 01
PKG - LEV 02 +19'-0" NGVD
MCARTHUR CAUSEW
PKG - LEV 03 +29'-0" NGVD
LEVEL 45 +517'-8" NGVD
519'-0" ABOVE B.F.E +5'-0"
+13'-0" NGVD B.F.E +8'-0" NGVD
PKG - LEV 04 +39'-0" NGVD
MAIN ROOF LEV. +532'-0" NGVD
24'-0"
B.F.E + 5'-0"
AMENITY LEV. 05 +60'-0" NGVD
4'-0" 20'-0"
RESIDENTIAL RESID. AMENITIES RETAIL F&B PARKING BOH
ROOF DECK LEV. +537'-0" NGVD
25'-0"
AMENITY LEV. 06 +76'-0" NGVD
27'-0" 5'-0" 2'-4" 2'-0" 2'-0" 15'-0" 2'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"4'-0" 23'-0" 17'-0" 12'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 14'-0"
MECH. ROOF LEV. +92'-0" NGVD
MECH. LEV. +547'-0" NGVD
5TH STREETAY
3'-0"
UPPER ROOF LEV. +557'-0" NGVD
+13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
SIDEWALK ELEV. +4'-0" NGVD
BASEMENT LEV. +0'-0" NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
SECTION 01A DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
50
100 ft
A3-01A
UR
E LF
RA
TU
EC IT CH E R V A O AB
D GV
"N
+5 R
TE AN
PL 4'0"
3
+5
"N
6TH STREET
E
AT
VE LIS BO EL E A R T UR D A) OO RE EN CT OP RU SF F R E A O T T S 295 % LA 3, 8.82 R P (1 OO FL
S AS GL N E H G RE HI T -SC 8 F IND W
0 7'-
3
D GV
0 7'-
D
GV
15 " '-0
7 53
+
ED IS K RA EC SF D 5
R
TE
AN PL
AMENITY DECK BELOW
. EV
OL
37
'-0
"
PO
AP
L CK D DE GV N 0" 7'-
L
RO 3 +5
B.
VD
ER
" '-0
+5
NG
./ RV SE IRE . F EV EL
H O.
"
0 5'-
BY OB F DN L S . 0"
2,3
E
0"
6'-
.
0" 5'-
V G LE 10
37
EC EL
T
F 5S D ,25 E : 6 LOW A L E AR X. A CK MA DE SF .5 72 6,3 R TE N ME EE RI CR E P -S D IN W
D
GV
OF
E AT IV V. PR LE E
T AN PL
+5
V LE CK D DE GV OF " N RO 7'-0 3 +5
5'-
RE FI EV. EL
N SU
VD
3
0"
'37
+5
AL UR VE CT BO E IT E A CH UR AR AT E F
5
1,0
EL
V LE OF VD O R NG IN " MA 2'-0 3 +5
S AS GL N E H G RE HI T -SC 8 F IND W
W
VD
37
+5
TO
R TE
AN PL
"
'-0
20
" '-0 10
'-0
G "N
A PL
TO
ER
G
ER NT
I TO
H
IN OL CO
NG
DN " 0 5'-
T ILE
T LE
"N
P F ME0 GS
.
E AT IV V. PR LE E
A SP
DN 0" 5'-
VD
A SP
0"
'37
NG
+5
D
GV
N 0"
ER
T AN
VD
G
PL
+5
37
'-0
"N
B
01
'37 +5
0 7'-
E AT IV V. PR LE E
O.
B.
CK DE
R TE
AN PL
6,2
D
+5
"N
5
" '-0 75
V NG
'-0
10'-0"
3'-0"
3'-0"
KEY PLAN
8 FT TALL GLASS WINDSCREEN
ELEVATOR OVERR.
ARCHITECTURAL FEATURE
MECHANICAL
COLUMN
17'-0"
8 FT TALL PLANTER 5 FT HIGH ROOF DECK
8'-0"
5 FT TALL POOL
ROOF AMENITY DECK
ELEVATORS/ STAIRS
ELEV. LOBBY
MECH. LEV. +547'-0" NGVD 8 FT TALL GLASS WINDSCREEN MAIN ROOF LEVEL
ELEVATORS/ STAIRS
5 FT TALL PLANTER
ROOF DECK LEV. +537'-0" NGVD
ROOF DECK
5'-0"
POOL
5'-0"
DECK
5'-0"
5'-0"
MECHANICAL PLANTER
25'-0"
9'-0"
COLUMN BEYOND
SERVICE STAIR/ ELEVATOR OVERR.
UPPER ROOF LEV. +557'-0" NGVD
PLANTER
RESIDENTIAL UNIT
ELEVATORS/ STAIRS
ELEV. LOBBY
ELEVATORS/ STAIRS
RESIDENTIAL UNIT LEVEL 45 +517'-8" NGVD
519'-0" ABOVE B.F.E. + 5'-0"
MAIN ROOF LEV. +532'-0" NGVD
DETAIL SECTION 01B
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
DETAIL SECTION 01B DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
1
2
5
10
20 ft
A3-01B
muscle2
WEST AVENUE 5TH STREET BAYWALK CONNECTOR BRIDGE (FOR REFERENCE ONLY)
25'-0"
02
LEVEL 33 +368'-0" NGVD LEVEL 32 +356'-4" NGVD LEVEL 31 +344'-8" NGVD LEVEL 30 +333'-0" NGVD
519'-0" ABOVE B.F.E +5'-0"
LEVEL 29 +321'-4" NGVD
RESIDENTIAL RESID. AMENITIES RETAIL F&B PARKING BOH
LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD
LEVEL 13 +145'-4" NGVD LEVEL 12 +134'-8" NGVD LEVEL 11 +124'-0" NGVD LEVEL 10 +113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
LEVEL 06 +70'-8" NGVD LEVEL 05 +60'-0" NGVD
27'-0"
18'-0"
24'-0"
24'-0"
DRIVE AISLE
CROSS-BLOCK PASSAGE
GROUND LEVEL +9'-0" NGVD STREET LEVEL +8'-0" NGVD CMB GRADE +4.62' NGVD
LOBBY LEVEL +9'-0" NGVD
9'-0" 10'-0" 10'-0" 10'-0" 17'-0"
BASE FLOOD ELEV. +8'-0" NGVD
LEVEL 02 +33'-0" NGVD
LEVEL 02 +33'-0" NGVD
5'-0"
B.F.E + 5"-0" +13'-0" NGVD
38'-0"
40'-0" MAX. ALLOWED BLDG HEIGHT
MAIN ROOF +51'-0" NGVD
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
LEVEL 14 +156'-0" NGVD
CMB +4.62' NGVD BASEMENT LEVEL +0'-0" NGVD
ROOF LEV. +92'-0" NGVD
AMENITY LEV. 06 +76'-0" NGVD
AMENITY LEV. 05 +60'-0" NGVD
PKG - LEV 04 +39'-0" NGVD PKG - LEV 03 +29'-0" NGVD PKG - LEV 02 +19'-0" NGVD PKG - LEV 01 +9'-0" NGVD SIDEWALK ELEV. +5'-6" NGVD
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
LEVEL 34 +379'-8" NGVD
5'-0"
LEVEL 35 +392'-8" NGVD
47'-0"
LEVEL 36 +409'-8" NGVD
16'-0"
LEVEL 37 +424'-4" NGVD
16'-0"
LEVEL 38 +436'-0" NGVD
21'-0"
KEY PLAN
9'-0" 10'-0" 10'-0" 10'-0"
LEVEL 39 +447'-8" NGVD
PROPERTY LINE
LEVEL 40 +459'-4" NGVD
20' SETBACK
LEVEL 41 +471'-0" NGVD
9'-0" 10'-0" 10'-0" 10'-0" 10'-0"6'-0"
LEVEL 42 +482'-8" NGVD
14'-8"
LEVEL 43 +494'-4" NGVD
7TH STREET
6TH STREET
ALTON ROAD
17'-0"
+517'-8" NGVD LEVEL 44 +506'-0" NGVD
10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 12'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 13'-0"
LEVEL 45
11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 14'-4"
MAIN ROOF LEV. +532'-0" NGVD
19'-6" (17'-6" Min. Required)
MCARTHUR CAUSEW
5TH STREETAY
MECH. LEV. +547'-0" NGVD
25'-0"
UPPER ROOF LEV. +557'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD B.F.E +8'-0" NGVD
CMB GRADE +4.62' NGVD BASEMENT LEV.
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
SECTION 02 DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A3-02
muscle2
WEST AVENUE 5TH STREET BAYWALK CONNECTOR BRIDGE (FOR REFERENCE ONLY)
MCARTHUR CAUSEW
5TH STREETAY 6TH STREET
7TH STREET
03
ALTON ROAD
20'-0"
ELEVATED WALKWAY
FLEX SPACE
RETAIL LOBBY LEV. +9'-0" NGVD
WALKWAY
STREET ELEV. +5'-6" NGVD
SIDEWALK ELEV. +4'-0" NGVD
SIDEWALK ELEV. +6'-0" NGVD
5'-0"
PARK
5'-0"
20'-0"
24'-0"
LEVEL 02 +33'-0" NGVD
40'-0" MAX. ALLOWED BLDG HEIGHT
OUTDOOR SEATING
38'-0"
F&B
18'-0"
15'-0"
3'-0"
MAIN ROOF +51'-0" NGVD
4'-0"
OUTDOOR SEATING
PROPERTY LINE
10 FT SETBACK
PROPERTY LINE
PROPERTY LINE
MECH.
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
KEY PLAN
B.F.E + 5'-0" +13'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD STREET ELEV. +3'-6" NGVD
RESIDENTIAL RESID. AMENITIES RETAIL F&B PARKING BOH
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
SECTION 03 DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A3-03
muscle2
WEST AVENUE 5TH STREET BAYWALK CONNECTOR BRIDGE (FOR REFERENCE ONLY)
KEY PLAN
LEVEL 37 +424'-4" NGVD LEVEL 36 +409'-8" NGVD
LEVEL 35 +392'-8" NGVD LEVEL 34 +379'-8" NGVD LEVEL 33 +368'-0" NGVD LEVEL 32 +356'-4" NGVD LEVEL 31 +344'-8" NGVD LEVEL 30 +333'-0" NGVD LEVEL 29 +321'-4" NGVD LEVEL 28 +309'-8" NGVD LEVEL 27 +298'-0" NGVD LEVEL 26 +286'-4" NGVD LEVEL 25 +274'-8" NGVD LEVEL 24 +262'-8" NGVD LEVEL 23 +252'-0" NGVD LEVEL 22 +241'-4" NGVD LEVEL 21 +230'-8" NGVD LEVEL 20 +220'-0" NGVD LEVEL 19 +209'-4" NGVD LEVEL 18 +198'-8" NGVD LEVEL 17 +188'-0" NGVD LEVEL 16 +177'-4" NGVD LEVEL 15 +166'-8" NGVD LEVEL 14 +156'-0" NGVD LEVEL 13 +145'-4" NGVD LEVEL 12 +134'-8" NGVD LEVEL 11 +124'-0" NGVD LEVEL 10 +113'-4" NGVD LEVEL 09 +102'-8" NGVD LEVEL 08 +92'-0" NGVD LEVEL 07
MECHANICAL ROOF
CMB GRADE +4'.62" NGVD
OUTDOOR TERRACE
STAIR CORE
DRIVE AISLE
RETAIL
CROSS-BLOCK PASSAGE
RETAIL
STAIR CORE
GATHERING SPACE
PARK
DOG PARK
PARK LOBBY LEV. +9'-0" NGVD PARK ELEV. +4'-6" NGVD
40'-0" MAX. ALLOWED BLDG HEIGHT
4'-0"
LEVEL 02 +33'-0" NGVD
20'-0"
6th STREET
38'-0"
ELEVATED WALKWAY
5'-0"
Restrooms
18'-0"
15'-0"
F&B
PASSAGE 21'-0" (17'-6" Min. Required)
24'-0" LOBBY LEVEL +9'-0" NGVD BASEMENT LEVEL +0'-0" NGVD
66'-11"
3'-0"
MAIN ROOF +51'-0" NGVD
24'-0"
LEVEL 05 +60'-0" NGVD
5'-0"
LEVEL 06 +70'-8" NGVD
25'-0" MAX. HEIGHT FOR MECH. EQUIP.
+81'-4" NGVD
+33'-0" NGVD
CMB GRADE +4.62' NGVD
7TH STREET
6TH STREET
LEVEL 38 +436'-0" NGVD
15'-0"
25'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 14'-4" 14'-8" 17'-0"
LEVEL 39 +447'-8" NGVD
27'-0"
10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 12'-0" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 13'-0"
16'-0" 16'-0" 21'-0" 9'-6" 9'-0" 10'-0" 10'-0" 10'-0"
LEVEL 40 +459'-4" NGVD
PROPERTY LINE
MAX. PODIUM HEIGHT FOR POOL DECK: 50'-0" FROM +13'-0" NGVD
LEVEL 41 +471'-0" NGVD
PROPERTY LINE
23'-0" (17'-6" Min. Required)
LEVEL 42 +482'-8" NGVD
F&B
PKG - LEV 01 +9'-0" NGVD SIDEWALK ELEV. +5'-6" NGVD
CMB GRADE +4.62' NGVD
ALTON ROAD
LEVEL 02
PKG - LEV 02 +19'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD BASE FLOOD ELEV. +8'-0" NGVD
MCARTHUR CAUSEW
PKG - LEV 03 +29'-0" NGVD
BASEMENT LEV. +0'-0" NGVD
LEVEL 43 +494'-4" NGVD
PROPERTY LINE
PKG - LEV 04 +39'-0" NGVD
LEVEL 44 +506'-0" NGVD
PROPERTY LINE
AMENITY LEV. 05 +60'-0" NGVD
04
LEVEL 45 +517'-8" NGVD
519'-0" ABOVE B.F.E +5'-0"
+76'-0" NGVD
MAIN ROOF LEV. +532'-0" NGVD
PROPERTY LINE
AMENITY LEV. 06
25'-0"
PROPERTY LINE
20 FT SETBACK
PROPERTY LINE
ROOF LEV. +92'-0" NGVD
MECH. LEV. +547'-0" NGVD
5TH STREETAY
UPPER ROOF LEV. +557'-0" NGVD
B.F.E + 5"-0" +13'-0" NGVD
BASE FLOOD ELEV. +8'-0" NGVD STREET ELEV. +3'-6" NGVD
CMB +4.62' NGVD
SIDEWALK ELEV. +4'-0" NGVD STREET ELEV. +3'-6" NGVD
RESIDENTIAL RESID. AMENITIES RETAIL F&B PARKING BOH
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
SECTION 04 DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A3-04
muscle2
WEST AVENUE 5TH STREET BAYWALK CONNECTOR BRIDGE (FOR REFERENCE ONLY)
MCARTHUR CAUSEW
5TH STREETAY ALTON ROAD 6TH STREET
7TH STREET
05
PROPERTY LINE
10' SETBACK
PROPERTY LINE
KEY PLAN
LEVEL 08 +92'-0" NGVD LEVEL 07 +81'-4" NGVD LEVEL 06 +70'-8" NGVD LEVEL 05 +60'-0" NGVD
PKG - LEV 01 +9'-0" NGVD
CMB +4.62' NGVD
LEVEL 02 +33'-0" NGVD
RAMP DOWN BEYOND
LOBBY LEV. +9'-0" NGVD BASEMENT LEVEL +0'-0" NGVD
LOADING
LOADING BAY +4'-0" NGVD
5'-0"
10'-0"
PKG - LEV 02 +19'-0" NGVD
20'-0"
PKG - LEV 03 +29'-0" NGVD
10'-0"
PKG - LEV 04 +39'-0" NGVD
14'-1"
LEVEL 05 +60'-0" NGVD
B.F.E + 5"+13'-0" NGV BASE FLOOD ELE +8'-0" NG
STREET ELEV. +3'-6" NGVD
RESIDENTIAL RESID. AMENITIES RETAIL F&B PARKING BOH
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL
SECTION 05 DATE: 03/11/2019
500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
0
5
10
20
50 ft
A3-05
⅊
30'-1"
N A L P
TER
35'-0"
1:12 SLOPE
RAMP UP 2'-6"
⅊
+6'-0" NGVD
10'-0"
10'-0"
10'-0"
⅊
500 ALTON - TYPICAL RENDERED SIGNAGE ELEVATION
E AG GN
SI
110 SF
E G A N IG
S
⅊
01 - SIGNAGE VIEW
PRIVATE TERRACE
30'-1"
10'-0"
E R U E T G A A FE GN I R S E / T A LL W A W +3'-6" NGVD
110 SF
⅊
⅊ 02 - SIGNAGE VIEW
GROUND LEV. +9'-0" NGVD
SIGNAGE
⅊
600 ALTON - TYPICAL RENDERED SIGNAGE ELEVATION
⅊
+3'-6" NGVD
03 - SIGNAGE VIEW
04 - SIGNAGE VIEW GATE
24'-0"
AVE WEST
VAN ACCESSIBLE
8'-6" LIFT STATION
22'-6"
NUE
11'-0"
REQUIRED MIN. SETBACK OF 35 FT ALONG WEST AVENUE
140'-0"
24'-0" R
18'-0"
STREET ELEV. +4'-9" NGVD STREET ELEV. +5'-0" NGVD
STREET ELEV. +5'-6" NGVD
LINE .O.W
19'-0"
PROPOSED MIN. SETBACK VARIANCE OF 20 FT ON WEST AVENUE WHERE 35 FT WOULD BE REQUIRED
368'-9"
GATE
23'-0"
11'-0"
02
Y ONL
Y
ONL
9'-0"
1416 001
T-TERM 14 SHOR ACES SP BICYCLE NTIAL) (RESIDE
STREET ELEV. +6'-0" NGVD
RAMP UP 2'-6"
1:12 SLOPE
12'-0"1:12
RAMP UP 2'-6"
1:12 SLOPE
RAMP UP 2'-6"
SLOPE
35'-0"
STREE VD NG +5'-6"
20'-0"
. T ELEV
1:12 SLOPE
⅊ RAMP UP 2'-6"
STREET ELEV. +5'-5" NGVD
CONTROL BOX
⅊
+6'-0" NGVD
23'-0"
23'-0"
" '-0
DN " 0 4'-
" '-0 40
. CK F PA 15 S
YS ') BA R 40 G IN GE ' x AD AR (12 LO R L KS FO UC R T
P ME 0 SF 0 1,2
" '-0 +8
IL MA 0 SF
ER
PRIVATE TERRACE
VD NG
RE
+9'-0" NGVD
LOADING BAY (10' x 20')
7'-4" STREET ELEV. +3'-0" NGVD
12'-0"
PLANTER
10'-0"
PLANTER
+4'-0" NGVD
BACKFLOW PREVENTER / SIAMESE CONNECTION
+4'-0" NGVD
RAMP UP 6" AT 5%
PLANTER +4'-0" NGVD
10'-0"
U E AT AG FE N R SIG E / AT L W AL W +3'-6" NGVD
⅊
18'-0"
2'-0"
2'-0"
10 SHORT-TERM BICYCLE SPACES (RETAIL)
18 SHORT-TERM BICYCLE SPACES (RETAIL/F&B)
170'-0"
22'-0"
13'-11" 18'-0" 49'-6"
ELEVATED WALKWAY ABOVE
OUTDOOR TERRACE
GROUND LEV. +9'-0" NGVD
GREASE TRAPS
STREET ELEV. +4'-6" NGVD
T AN PL
54
DN " 0 5'-
22'-0" 25'-0"
10'-6"
+5'-0" NGVD
4
36'-0"
04
+9
ELEVATED WALKWAY ABOVE
+9'-0" NGVD
55'-7"
29'-5"
COMM. LOADING / COMM. LOADING ZONE (12' x 35')
+9
D GV
"N
'-0
V. LE D Y V BB NG LO 0" '+9
V NG
+9'-0" NGVD
UP 24'-0"
61'-5"
2,1
D
" '-0
"N
'-0
+9
WALKWAY ABOVE
⅊
⅊
GROUND LEV. +9'-0" NGVD GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
PLANTER
PLANTER
SIGNAGE 10 FT MIN. SETBACK ON ALTON ROAD
10 FT MIN. SETBACK ON ALTON ROAD
+3'-6" NGVD
DN 5'-6"
+9'-0" NGVD
PLANTER
+3'-6" NGVD
10'-0"
FP&L TRANSFORMER PAD (600 ALTON SITE) BACKFLOW PREVENTER FP&L TRANSFORMER PAD (PARK SITE)
PLANTER
PLANTER
⅊
OUTDOOR TERRACE
10'-0"
+3'-6" NGVD
12'-6" +4'-6" NGVD
10'-0"
12'-6"
+4'-0" NGVD
LOCATION PLAN
ALTON ROAD
STREET ELEV. +3'-6" NGVD
50'-0"
+3'-6" NGVD
363'-3"
STREET ELEV. +3'-6" NGVD
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
STREET ELEV. +3'-6" NGVD +3'-0"
STREET ELEV. +3'-0" NGVD
ALTON ROAD
FINAL PB SUBMITTAL 500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
510'-0"
STREET ELEV. +3'-6" NGVD
STREET ELEV. +4'-0" NGVD
STREET ELEV. +3'-9" NGVD
50'-0"
D OA .L Y SI BA 20') x 0' (1
12
6,375 SF +4'-0" NGVD
NG DI OA .L Y SI BA 20') RE 'x 0 (1
RE
E AT IV V. PR LE E
D
GV
AL TI EN ID BBY S F RE LO 75 S
+8'-6" NGVD
COMM. TRASH LOADING ZONE (12' x 35')
LOADING AREA
/ SI. RE IRE . F EV EL
VALET STAND
12'-2"
" '-0 12
STREET ELEV. +3'-0" NGVD
NG DI OA .L Y SI BA 20') x RE ' 0 (1
G IN
SI. . RE EV EL
GROUND LEV. +9'-0" NGVD
42" H. GLASS RAILING
COMM. LOADING ZONE (10' x 20')
DN " 0 4'-
NG DI OA .L Y SI BA 20') RE 'x 0 (1
PROPOSED ADDITIONAL TURN LANE (FINAL DESIGN TBD)
"N
'-0
+8
NG DI OA .L Y SI BA 20') x RE 0' 1 (
2 1:1 PE O SL
TO EN W OP ELO B
.
D GV
UP 0" 1'-
+
D GV
"N
'-0
+8
"
PLANTER
NG
'-0 22
" '-0 14
RV
SI. RE EV. EL
H
VD
" '-0
3
SE
+9'-0" NGVD
PLANTER
AS
0 70
2
+8'-6" NGVD
H BO
./ RV SE IRE . F EV EL
P 45
H AS F TR 10 S
P ME SF
. RV
VAN ACCESSIBLE
17'-0"
STREET ELEV. +8'-6" NGVD
6 SHORT-TERM BICYCLE SPACES (RETAIL)
7'-8"
SP
22
"N
'-0
+9
E AT IV V. PR LE E
VAN ACCESSIBLE
161'-8"
MP RA T ON N S ME E E C S PA BA 9 S TO
SE
TR
VA
D GV
E AT IV V. PR LE E
200'-0"
+8'-6" NGVD
PLANTER
250'-0"
B 5S 14 IL MA 5 SF
K. AC SF
T LE . VA LEV E
GV
M .R F
.
30
T LE
D
"N
'-6
+8
10'-0"
P TY C (IN
0"
5'-
PROPERTY LINE
8'-6"
11'-0"
PLANTER
V. .C LE D .C F Y V F 0S BB NG 20 LO 0" '+9
0"
0"
64
"
'-0 22
38
NG KI 01 R L S PA VE ACEG LE SP LUDIN ACES)
11'-0"
L IA NT F DE F SI P-O E O R R D
"
TE
E UR AL AT TI GN EN SI SID BBY F RE LO 565 S 1,
210'-0"
16'-0"
'-0 10
GA
0"
"
'-0
STREET ELEV. +7'-0" NGVD
STREET ELEV. +8'-6" NGVD
D
V NG
+9
20 SHORT-TERM BICYCLE SPACES (RESIDENTIAL)
'-0
"
VD
22
NG
6TH STREET
GATE
22'-0"
GATE
0"
0"
10'-0"
'+9
'11
1 .0 EV . L VD RK NG PA 0" '+9
'22
2'-
MACARTHUR CAUSEW
5TH STREETAY
10'-0"
"N
'-6
+8
"
" VD NG
D
GV
'-0 22
'-0 11
" '-0
9'-
20'-0"
10'-0"
"
10'-0"
'-0 22
18
" '-0 22
+3'-3" NGVD
03
22'-0" ER
TE
" '-6 +8
20 FT MIN. SETBACK ON 5TH STREET
20 FT MIN. SETBACK ON 5TH STREET
ELEVATED WALKWAY ABOVE
⅊
T AN PL
GA
10'-0"
PROPOSED SETBACK VARIANCE OF 20 FT MIN. SETBACK ON WEST AVENUE WHERE 35 FT WOULD BE REQUIRED
22'-6"
" E UR L AT TIA GN DEN FF I O S SI PRE RO D
DN MP " RA 3'-6
DN MP " RA 3'-6
E AG GN
SI
'-0 22
6% PE O
0"
+8'-6" NGVD
GUARD HOUSE
SL
⅊
NA
'22
% 12 PE O SL
GE
" '-0 11
6% PE O
P
AL .W EV EL OVE AB
T ER LAN
R TE AN PL
SL
PROPOSED SETBACK VARIANCE OF 20 FT MIN. SETBACK ON WEST AVENUE WHERE 35 FT WOULD BE REQUIRED
PROPERTY LINE
6% PE O SL
AY KW
⅊
01
+8'-6" NGVD
E
% 12 PE O SL
10'-0"
G SI
E
GAT GAT
6% SLOPE
D
GV
0"
6" N +5'-
"
25'-0
'-0" 125
20'-
85'-6"
STREET ELEV. +5'-10" NGVD
BUILDING SIGNS CONCEPT DATE: 03/11/2019
A3-07
03 05
02 01 01 - FLOOR TO CEILING GLASS FACADE
02 - GLASS RAILING
03 - METAL CLADDING
04 - GARAGE METAL SCREEN
05 - EXPOSED CONCRETE
06 - PERFORATED METAL RAILING
01
02 04
01 03 04 06
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL 500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
MATERIAL BOARD DATE: 03/11/2019
A3-08
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL 500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
RENDERING 01 DATE: 03/11/2019
A4-01
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL 500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
RENDERING 02 DATE: 03/11/2019
A4-02
ARQUITECTONICA 2900 Oak Avenue, Miami, FL 33133 T 305.372.1812 F 305.372.1175 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.
FINAL PB SUBMITTAL 500-600-700 ALTON ROAD MIAMI BEACH, FL 33139
RENDERING 06 DATE: 03/11/2019
A4-06
A5-03 1 A5-09
1
8.33 % STREET ELEV. +6'-0" NGVD
RAMP UP 2
CL 1
-0" 125'
+
A5-04
VD NG " 6 5'-
. EV EL
10'-0"
4 3 4 9
8.09%
2 1:1 OPE SL
RAMP UP 2'-6" R
NTE PLA
4 5 4 9 6 5 9 4
LOOK OUT AREA
5'-0"
10'-0"
C L
5 8 3
7 8 3
7 2 2 6
6 8 3
1 0 5 1
3 8 2 6
0 5 7 2
PLANTER 1:12 SLOPE
5'-0"
10'-0"
.
NG 31 I K 0 S R L PA VE AACCEES LE 0SSPPDING ACES)
7 1 1 5
6134NCLU
8 1 2 1 5
(I
43
1:12 TER ANPE PL SLO
9 1 3 1 5
+3'-3" NGVD
10 FT MIN. SETBACK FROM PROPOSED ELEVATED WALKWAY
STREET ELEV. +3'-0" NGVD
ET L A 80 V
SP
D
" DNGV 0 ' V" 22 0"14N'-G0 4'-+ +3
0 2 4 1 5
5 2 0 1 6
1 2 5 1 5
6 2 1 1 6
2 2 6 1 5
7 2 1 6
" 5'-0
A5-04
12 E 1: LOP S
RAMP UP 2'-0"
2
P TY 0"
RAMP UP 2'-6"
2'-
1 6 7 2 2 7 7 2 3 8 7 2
16'-0"
9 4 6 2
8 8 3 9 8 3 0 9 4
RAMP UP 2'-6"
O L % S 6 . 5
16 FT WIDE FIRE TRUCK ACCESS LANE
8 3
0 0 9 1 4
4 8 3
9 8 9 4
3 8 3
8 7 9 4
WALKWAY ELEV.
GE +26'-0" NGVD A N G I S
6 7 4 9
10'-0"
2 E 1:1 OP SL
3 2 7 1 5
8 2 3 1 6 4
FOR REFERENCE ONLY SCALE 1/16" = 1'-0"
4 8 2 5 1
FOR REFERENCE ONLY
% 8.27 STREET ELEV. +5'-10" NGVD
WELCOME TO MIAMI BEACH SIGN- SEE ELEVATIONS A5-03 1 A5-09
1
30.00' 8.33%
A5-04
26.00'
8.33%
8.33%
6.75%
FOR REFERENCE ONLY
8.33%
1
22.86' 2
A5-04
LEVEL 2 PLAN FOR REFERENCE ONLY SCALE 1/16" = 1'-0"
A5-02
ALUMINUM FINS WITH POWDER COATED MARINE GRADE PAINT SYSTEM
1 A5-09 A1.03
19' - 4"
500 ALTON BEYOND
EXISTING BUILDING
WELCOME TO MIAMI BEACH CONCRETE PIER CAP BEAM CONCRETE PIER CAP BEAM
CONCRETE COLUMN
17' - 6"
CONCRETE COLUMN
25' - 0"
BRIDGE LEVEL 2 30' - 0"
METAL PANEL SYSTEM AT UNDERSIDE OF WALKWAY
MACARTHUR CAUSEWAY
BRIDGE LEVEL 1 5' - 0"
WEST ELEVATION FOR REFERENCE ONLY SCALE 1/8" = 1'-0"
FOR REFERENCE ONLY
R.O.W. LINE
PROPERTY LINE
20 FT SETBACK
FUTURA FONT, TO MATCH CITY OF MIAMI BEACH FONT
A5-03
ALUMINUM FINS WITH POWDER COATED MARINE GRADE PAINT SYSTEM
1 A5-09 A1.03
19' - 4"
EXISTING BUILDING BEYOND
ALUMINUM FINS GUARDRAIL WITH POWDER COATED MARINE GRADE PAINT SYSTEM
METAL PANEL SYSTEM AT UNDERSIDE OF WALKWAY
CONCRETE PIER CAP BEAM CONCRETE COLUMNS
MACARTHUR CAUSEWAY
BRIDGE LEVEL 1 5' - 0"
EAST ELEVATION SCALE: 1/16" = 1'-0"
2
ALUMINUM FINS GUARDRAIL WITH POWDER COATED MARINE GRADE PAINT SYSTEM
CONCRETE PIER CAP BEAM CONCRETE COLUMNS
NORTH ELEVATION SCALE: 1/16" = 1'-0"
BRIDGE LEVEL 2 30' - 0"
25' - 0"
16' - 3 3/8"
13' - 3" 5' - 0" 6' - 9"
4' - 0"
EXISTING BUILDING BEYOND
BRIDGE LEVEL 1 5' - 0"
FOR REFERENCE ONLY
CONCRETE COLUMNS
25' - 0"
BRIDGE LEVEL 2 30' - 0"
1
ELEVATIONS FOR REFERENCE ONLY SCALE 1/16" = 1'-0"
A5-04
E
WELCOME TO MIAMI BEACH SIGN- SEE ELEVATIONS 163'-2
"
07 A5-03 1
9'-6"
WALKWAY ELEV. +30'-0" NGVD 24'-0"
INE L .W
1:12 SLOPE
.W L
R.O 1
R.O
08 A5-04
RAMP UP 2'-0"
INE
+
GV 8" N 0 2
24'-0"
RAMP UP 2'-0"
LOOK OUT AREA
FOR REFERENCE ONLY
1:12 SLOPE
WALKWAY ELEV. +30'-0" NGVD
D
85'-6"
WALKWAY ELEV. +26'-0" NGVD
2
R E T AN
PL
2
A5-04 08
LOOK OUT AREA
BRIDGE OPTION 2 STAIR ELEVATIONS LEVEL 1 PLAN FOR REFERENCE ONLY SCALE 1/8" = 1'-0"
RAMP UP 2'-6"
2 1:1 PE O SL
A5-05
E WELCOME TO MIAMI BEACH SIGN- SEE ELEVATIONS 163'-2
"
9'-6"
WALKWAY ELEV. +30'-0" NGVD
FOR REFERENCE ONLY
E N I L
RAMP UP 2'-0"
INE
D
.W O . R
1:12 SLOPE
.W L
R.O GV 8" N 0 +2
24'-0"
RAMP UP 2'-0"
LOOK OUT AREA
1:12 SLOPE
24'-0"
WALKWAY ELEV. +30'-0" NGVD
85'-6"
WALKWAY ELEV. +26'-0" NGVD
20'
R
TE N A
PL
LOOK OUT AREA
BRIDGE OPTION 2 STAIR ELEVATIONS LEVEL 2 PLAN FOR REFERENCE ONLY SCALE 1/16" = 1'-0"
RAMP UP 2'-6"
2 1 : 1 PE O SL
A5-06
ALUMINUM FINS WITH POWDER COATED MARINE GRADE PAINT SYSTEM
1 A5-09 A1.03
ALUMINUM FINS WITH POWDER COATED MARINE GRADE PAINT SYSTEM AT STAIR AND ELEVATOR ENCLOSURE
WELCOME TO MIAMI BEACH CONCRETE COLUMN
17' - 6"
CONCRETE COLUMN METAL PANEL SYSTEM AT UNDERSIDE OF WALKWAY
25' - 0"
BRIDGE LEVEL 2 30' - 0"
CONCRETE PIER CAP BEAM CONCRETE PIER CAP BEAM
14' - 2"
5' - 2"
500 ALTON BEYOND
EXISTING BUILDING
OPENING TO STAIR AND ELEVATOR ENCLOSURE
MACARTHUR CAUSEWAY
BRIDGE LEVEL 1 5' - 0"
BRIDGE OPTION 2 STAIR WEST ELEVATION FOR REFERENCE ONLY SCALE 1/8" = 1'-0"
FOR REFERENCE ONLY
R.O.W. LINE
PROPERTY LINE
20 FT SETBACK
FUTURA FONT, TO MATCH CITY OF MIAMI BEACH FONT
A5-07
ALUMINUM FINS WITH POWDER COATED MARINE GRADE PAINT SYSTEM
1 A5-09
4' - 0"
14' - 2"
19' - 4"
EXISTING BUILDING BEYOND
ALUMINUM FINS GUARDRAIL WITH POWDER COATED MARINE GRADE PAINT SYSTEM
METAL PANEL SYSTEM AT UNDERSIDE OF WALKWAY
CONCRETE PIER CAP BEAM CONCRETE COLUMNS
MACARTHUR CAUSEWAY
EAST ELEVATION SCALE: 1/16" = 1'-0"
2
13' - 3" 5' - 0" 6' - 9"
4' - 0"
EXISTING BUILDING BEYOND
CONCRETE PIER CAP BEAM
14' - 2"
ALUMINUM FINS GUARDRAIL WITH POWDER COATED MARINE GRADE PAINT SYSTEM
BRIDGE LEVEL 2 30' - 0"
BRIDGE LEVEL 1 5' - 0"
FOR REFERENCE ONLY
BRIDGE LEVEL 1 5' - 0"
25' - 0"
CONCRETE COLUMNS
25' - 0"
BRIDGE LEVEL 2 30' - 0"
CONCRETE COLUMNS
NORTH ELEVATION SCALE: 1/16" = 1'-0"
1
BRIDGE OPTION 2 STAIR ELEVATIONS FOR REFERENCE ONLY SCALE 1/16" = 1'-0"
A5-08
FISHNET, SEE DETAIL 2/A5-05
19' - 2"
ALUMINUM FINS WITH POWDER COATED MARINE GRADE PAINT SYSTEM
2' - 6"
2' - 10"
4' - 0"
HANDRAIL
BRIDGE LEVEL 2 30' - 0"
7' - 6"
CONCRETE UPTURNED BEAM
METAL PANEL SYSTEM AT UNDERSIDE OF WALKWAY
5' - 0"
BEAMS PER STRUCTURAL
25' - 0"
CONCRETE PIER CAP BEAM
CLEAR
17' - 6"
CONCRETE COLUMN
BRIDGE LEVEL 1 5' - 0" FOUNDATION BEYOND
FISHNET MATERIAL SCALE: 12" = 1'-0"
2
CROSS SECTION AT BRIDGE SCALE: 1/4" = 1'-0"
BRIDGE OPTION 2 STAIR ELEVATIONS FOR REFERENCE ONLY SCALE 1/16" = 1'-0"
1
FOR REFERENCE ONLY
ALUMINUM FINS GUARDRAIL WITH POWDER COATED MARINE GRADE PAINT SYSTEM
A5-09
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