31
1457 N.E. 4th AVE. Ft. Lauderdale, Florida, 33304 Member American Institute of Architects Architect and Planner GUSTAVO J. CARBONELL, P.A. (954) 462-6565 Broward Development II LLC SHEET INDEX Proposed Develop a Vacant Site for: 1870 W. State Road 84 Fort Lauderdale, Florida DATA: KEY PLAN LOCATION COVER Proposed Develop a Vacant Site for: Broward Development II LLC 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024 SITE F:\2018\18-024 BROWARD. DEVEL. II LLC 1870 W Sate Rd 84\CD's\ARCH\COVER.dwg, COVER, 10/9/2018 2:32:14 PM, Santiago Rodriguez, DWG To PDF.pc3, ARCH expand D (36.00 x 24.00 Inches), 1:1

Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

  • Upload
    others

  • View
    0

  • Download
    0

Embed Size (px)

Citation preview

Page 1: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

1457 N.E. 4th AVE.Ft. Lauderdale, Florida, 33304

Member American Institute of Architects

Architect and PlannerGUSTAVO J. CARBONELL, P.A.

(954) 462-6565

Broward Development II LLC

SHEET INDEX

Proposed Develop a Vacant Site for:

1870 W. State Road 84Fort Lauderdale, Florida

DATA:

KEY PLAN LOCATION

COVER

Pro

pose

d D

evel

op a

Vac

ant

Sit

e fo

r:Br

owar

d De

velo

pmen

t II L

LC18

70 W

. Sta

te R

oad

84Fo

rt L

aude

rdal

e, F

l.

18-024

SITE

F:\2018\18-024 BROWARD. DEVEL. II LLC 1870 W Sate Rd 84\CD's\ARCH\COVER.dwg, COVER, 10/9/2018 2:32:14 PM, Santiago Rodriguez, DWG To PDF.pc3, ARCH expand D (36.00 x 24.00 Inches), 1:1

AutoCAD SHX Text
COVER
AutoCAD SHX Text
BUILDING CODE: FLORIDA BUILDING CODE 2017 FLORIDA BUILDING CODE 2017 OCCUPANCY: "S" - STORAGE W/ ACCESORY OFFICE "B" "S" - STORAGE W/ ACCESORY OFFICE "B" TYPE OF CONSTRUCTION: III B III B III B B FIRE PROTECTION: YES - SPRINKLED YES - SPRINKLED ALTERATION LEVEL: II II II FLOOD ZONE: AE8 : AE8 FLOOD PANEL: 12011C0558H 12011C0558H
AutoCAD SHX Text
00-00-0000
AutoCAD SHX Text
1
AutoCAD SHX Text
FLORIDA REGISTRATION
AutoCAD SHX Text
C
AutoCAD SHX Text
ARCHITECT, P.A.
AutoCAD SHX Text
DRAWINGS CONTAINED HEREIN ARE COPYRIGHTED AND SHALL NOT BE TRANSCRIBED, COPIED, OR PARAPHRASED WITHOUT ARCHITECTS WRITTEN CONSENT. Gustavo.J. Carbonell, P,A.
AutoCAD SHX Text
GUSTAVO J. CARBONELL
AutoCAD SHX Text
DRAWN/CK'D:
AutoCAD SHX Text
DATE ISSUED:
AutoCAD SHX Text
GJC PROJECT:
AutoCAD SHX Text
AR NO. 0007957
AutoCAD SHX Text
Gustavo J. Carbonell, P.A. Architecture and Planning 1457 NE 4th Avenue Fort Lauderdale Florida 33304 GUS CARBONELL, AIA [email protected] www.guscarbonell.com T:954.462.6565 F:954.527.0857
AutoCAD SHX Text
OF SHEETS
AutoCAD SHX Text
OF
AutoCAD SHX Text
AA NO. 26001131
AutoCAD SHX Text
S.L.R. / G.J.C.
AutoCAD SHX Text
May. 2018
AutoCAD SHX Text
SURVEY
AutoCAD SHX Text
SP-1
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
C-1
AutoCAD SHX Text
CIVIL ENGINEERING PLAN
AutoCAD SHX Text
C-2
AutoCAD SHX Text
CIVIL ENGINEERING DETAILS
AutoCAD SHX Text
L-1
AutoCAD SHX Text
LANDSCAPE PLAN
AutoCAD SHX Text
PH-1
AutoCAD SHX Text
PHOTOMETRIC PLAN
AutoCAD SHX Text
A-1
AutoCAD SHX Text
FLOOR PLAN AND ELEVATIONS
Page 2: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024
Page 3: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024
Page 4: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024
Page 5: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024
Page 6: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

Pro

pose

d D

evel

op a

Vac

ant

Sit

e fo

r:Br

owar

d De

velo

pmen

t II L

LC18

70 W

. Sta

te R

oad

84Fo

rt L

aude

rdal

e, F

l.

18-024

1 PRE MANUFACTURED BUILDINGA-1

F:\2018\18-024 BROWARD. DEVEL. II LLC 1870 W Sate Rd 84\CD's\ARCH\A-1.dwg, SP-2, 10/9/2018 2:45:05 PM, Santiago Rodriguez, DWG To PDF.pc3, ARCH expand D (36.00 x 24.00 Inches), 1:1

AutoCAD SHX Text
FLORIDA REGISTRATION
AutoCAD SHX Text
C
AutoCAD SHX Text
ARCHITECT, P.A.
AutoCAD SHX Text
DRAWINGS CONTAINED HEREIN ARE COPYRIGHTED AND SHALL NOT BE TRANSCRIBED, COPIED, OR PARAPHRASED WITHOUT ARCHITECTS WRITTEN CONSENT. Gustavo.J. Carbonell, P,A.
AutoCAD SHX Text
GUSTAVO J. CARBONELL
AutoCAD SHX Text
DRAWN/CK'D:
AutoCAD SHX Text
DATE ISSUED:
AutoCAD SHX Text
GJC PROJECT:
AutoCAD SHX Text
AR NO. 0007957
AutoCAD SHX Text
Gustavo J. Carbonell, P.A. Architecture and Planning 1457 NE 4th Avenue Fort Lauderdale Florida 33304 GUS CARBONELL, AIA [email protected] www.guscarbonell.com T:954.462.6565 F:954.527.0857
AutoCAD SHX Text
OF SHEETS
AutoCAD SHX Text
OF
AutoCAD SHX Text
AA NO. 26001131
AutoCAD SHX Text
S.L.R. / G.J.C.
AutoCAD SHX Text
May. 2018
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
1
Page 7: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024
AutoCAD SHX Text
JOHN B. SMITH ENGINEERS, INC.
AutoCAD SHX Text
250 S.W. 6th PLACE
AutoCAD SHX Text
POMPANO BEACH, FLORIDA 33060
AutoCAD SHX Text
PHONE: (954) 763-4177
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
FILE
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
State of Florida
AutoCAD SHX Text
Registered Engineer No. 31177
AutoCAD SHX Text
Approved By
AutoCAD SHX Text
Robert C. Smith, P.E.
AutoCAD SHX Text
CERTIFICATE OF AUTHORIZATION NO. 1688
AutoCAD SHX Text
PAVING, GRADING, AND DRAINAGE
AutoCAD SHX Text
WATER AND SEWER SERVICE CONNECTIONS
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
GUSTAVO J CARBONELL ARCHITECTS
AutoCAD SHX Text
FORT LAUDERDALE, FLORIDA
AutoCAD SHX Text
BROWARD DEVELOPMENT II
AutoCAD SHX Text
R.C.S.
AutoCAD SHX Text
RCS
AutoCAD SHX Text
SEPT. 2018
AutoCAD SHX Text
18-152
AutoCAD SHX Text
C1
AutoCAD SHX Text
3
AutoCAD SHX Text
SAMPLING POINTS
AutoCAD SHX Text
EXISTING FIRE HYDRANT
AutoCAD SHX Text
PROPOSED FIRE HYDRANT
AutoCAD SHX Text
DENOTES BACTERIOLOGICAL
AutoCAD SHX Text
1
AutoCAD SHX Text
DIRECTION OF RUN-OFF
AutoCAD SHX Text
PROPOSED ELEVATIONS
AutoCAD SHX Text
EXISTING ELEVATIONS
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
PROPOSED TEE
AutoCAD SHX Text
EXISTING CATCH BASIN
AutoCAD SHX Text
PROPOSED CATCH BASIN
AutoCAD SHX Text
EXISTING VALVE
AutoCAD SHX Text
PROPOSED VALVE
AutoCAD SHX Text
EXISTING MANHOLE
AutoCAD SHX Text
PROPOSED MANHOLE
AutoCAD SHX Text
EXISTING TEE
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
PROPOSED PAVEMENT
AutoCAD SHX Text
PROPOSED DRAINAGE
AutoCAD SHX Text
EXISTING DRAINAGE
AutoCAD SHX Text
PROPOSED SEWER MAIN
AutoCAD SHX Text
EXISTING SEWER MAIN
AutoCAD SHX Text
PROPOSED WATER MAIN
AutoCAD SHX Text
EXISTING WATER MAIN
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.0
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
TO BE REMOVED
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
TO BE REMOVED
AutoCAD SHX Text
EXISTING UTILITIES
AutoCAD SHX Text
TO BE REMOVED
AutoCAD SHX Text
6.53
AutoCAD SHX Text
C.B.
AutoCAD SHX Text
E X I S T I N G P A V E M E N T ( F R O N T A G E R O A D )
AutoCAD SHX Text
E X I S T I N G 5 ' C O N C R E T E S I D E W A L K
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
E X I S T I N G 6 " W A T E R M A I N
AutoCAD SHX Text
6"
AutoCAD SHX Text
12"
AutoCAD SHX Text
F.H.
AutoCAD SHX Text
P.P.
AutoCAD SHX Text
P.P.
AutoCAD SHX Text
E X I S T I N G O. H. P O W E R
AutoCAD SHX Text
E X I S T I N G 6 ' H I G H C H A I N L I N K F E N C I N G
AutoCAD SHX Text
6" F.P.L. EASEMENT
AutoCAD SHX Text
E X I S T I N G 6 ' H I G H C H A I N L I N K F E N C I N G
AutoCAD SHX Text
E X I S T I N G O. H. P O W E R
AutoCAD SHX Text
P.P.
AutoCAD SHX Text
EXISTING 6' MASONRY WALL
AutoCAD SHX Text
P.P.
AutoCAD SHX Text
P.P.
AutoCAD SHX Text
A N C H O R S
AutoCAD SHX Text
E X I S T I N G P A V E M E N T ( T Y P I C A L )
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
S T A T E R O A D 8 4
AutoCAD SHX Text
EXISTING O.H. POWER
AutoCAD SHX Text
S . W . 2 8 t h S T R E E T
AutoCAD SHX Text
E X I S T I N G 1 2 " W A T E R M A I N
AutoCAD SHX Text
E X I S T I N G 1 2 " W A T E R M A I N
AutoCAD SHX Text
E X I S T I N G 6 " W A T E R M A I N
AutoCAD SHX Text
E X I S T I N G P A V E M E N T ( T Y P I C A L )
AutoCAD SHX Text
S . W . 1 8 t h T E R R A C E
AutoCAD SHX Text
E X I S T I N G G R A S S P A R K W A Y
AutoCAD SHX Text
E X I S T I N G 5 ' C O N C R E T E S I D E W A L K
AutoCAD SHX Text
WM
AutoCAD SHX Text
EJJ3
AutoCAD SHX Text
W. MET.
AutoCAD SHX Text
5.24
AutoCAD SHX Text
EXISTING FIRE HYDRANT
AutoCAD SHX Text
E X I S T I N G 8 " W A T E R M A I N
AutoCAD SHX Text
P L A N
AutoCAD SHX Text
S C A L E : 1 " = 1 0 '
AutoCAD SHX Text
STATE ROAD 84 (S.W. 24 ST.)
AutoCAD SHX Text
S. W. 2 8 S T R E E T
AutoCAD SHX Text
S. W. 1 8 T E R R A C E
AutoCAD SHX Text
28 ST.
AutoCAD SHX Text
18 TERR.
AutoCAD SHX Text
I N T E R S T A T E 9 5
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
LOCATION PLAN
AutoCAD SHX Text
N. T. S.
AutoCAD SHX Text
EXISTING DRIVEWAY PAVEMENT TO BE REMOVED
AutoCAD SHX Text
RIM
AutoCAD SHX Text
1
AutoCAD SHX Text
TYPE "C" CATCH BASIN (TYPICAL - 6 REQUIRED)
AutoCAD SHX Text
2
AutoCAD SHX Text
6.0
AutoCAD SHX Text
RIM
AutoCAD SHX Text
70 L.F. OF DRAINFIELD WITH 15" PERF. P.E. PIPE
AutoCAD SHX Text
2
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
2
AutoCAD SHX Text
6" DOUBLE YELLOW (20')
AutoCAD SHX Text
R1-1 STOP SIGN (30") AND R3-5R "RT. TURN ONLY" (24"X30")
AutoCAD SHX Text
24" WHITE STOP BAR
AutoCAD SHX Text
R1-1 STOP SIGN (30")
AutoCAD SHX Text
24" WHITE STOP BAR
AutoCAD SHX Text
EXISTING 5' CONC. SIDEWALK
AutoCAD SHX Text
E X I S T I N G 5 ' C O N C R E T E S I D E W A L K
AutoCAD SHX Text
E X I S T I N G 5 ' C O N C R E T E S I D E W A L K
AutoCAD SHX Text
2.71
AutoCAD SHX Text
2.61
AutoCAD SHX Text
2.75
AutoCAD SHX Text
4.05
AutoCAD SHX Text
4.12
AutoCAD SHX Text
3.91
AutoCAD SHX Text
4.18
AutoCAD SHX Text
4.43
AutoCAD SHX Text
4.04
AutoCAD SHX Text
4.51
AutoCAD SHX Text
4.52
AutoCAD SHX Text
4.06
AutoCAD SHX Text
4.58
AutoCAD SHX Text
4.78
AutoCAD SHX Text
4.02
AutoCAD SHX Text
4.79
AutoCAD SHX Text
5.01
AutoCAD SHX Text
4.75
AutoCAD SHX Text
5.39
AutoCAD SHX Text
4.98
AutoCAD SHX Text
5.81
AutoCAD SHX Text
5.31
AutoCAD SHX Text
5.82
AutoCAD SHX Text
5.99
AutoCAD SHX Text
6.15
AutoCAD SHX Text
6.10
AutoCAD SHX Text
5.65
AutoCAD SHX Text
5.43
AutoCAD SHX Text
5.18
AutoCAD SHX Text
5.09
AutoCAD SHX Text
5.19
AutoCAD SHX Text
5.50
AutoCAD SHX Text
6.33
AutoCAD SHX Text
6.44
AutoCAD SHX Text
6.19
AutoCAD SHX Text
5.93
AutoCAD SHX Text
6.07
AutoCAD SHX Text
6.29
AutoCAD SHX Text
6.55
AutoCAD SHX Text
6.47
AutoCAD SHX Text
6.26
AutoCAD SHX Text
6.19
AutoCAD SHX Text
6.14
AutoCAD SHX Text
5.90
AutoCAD SHX Text
6.25
AutoCAD SHX Text
5.30
AutoCAD SHX Text
5.36
AutoCAD SHX Text
5.46
AutoCAD SHX Text
5.15
AutoCAD SHX Text
5.13
AutoCAD SHX Text
4.83
AutoCAD SHX Text
4.31
AutoCAD SHX Text
3.06
AutoCAD SHX Text
3.13
AutoCAD SHX Text
2.96
AutoCAD SHX Text
3.89
AutoCAD SHX Text
3.22
AutoCAD SHX Text
3.92
AutoCAD SHX Text
4.30
AutoCAD SHX Text
5.31
AutoCAD SHX Text
5.14
AutoCAD SHX Text
5.23
AutoCAD SHX Text
5.20
AutoCAD SHX Text
4.37
AutoCAD SHX Text
6.6
AutoCAD SHX Text
6.5
AutoCAD SHX Text
6.2
AutoCAD SHX Text
6.8
AutoCAD SHX Text
6.3
AutoCAD SHX Text
5.77
AutoCAD SHX Text
5.36
AutoCAD SHX Text
5.14
AutoCAD SHX Text
5.39
AutoCAD SHX Text
5.04
AutoCAD SHX Text
5.75
AutoCAD SHX Text
5.57
AutoCAD SHX Text
4.75
AutoCAD SHX Text
4.38
AutoCAD SHX Text
3.93
AutoCAD SHX Text
5.71
AutoCAD SHX Text
5.56
AutoCAD SHX Text
5.65
AutoCAD SHX Text
6.10
AutoCAD SHX Text
PROPOSED PRE-MANUFACTURED BUILDING MIN. F. F. ELEV. 7.0
AutoCAD SHX Text
PROPOSED BUILDING SEWER (BY PLUMBER)
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
PROPOSED 1" BUILDING WATER SERVICE (BY PLUMBER)
AutoCAD SHX Text
6.0
AutoCAD SHX Text
5.8
AutoCAD SHX Text
5.5
AutoCAD SHX Text
6.0
AutoCAD SHX Text
6.3
AutoCAD SHX Text
6.3
AutoCAD SHX Text
6.0
AutoCAD SHX Text
5.5
AutoCAD SHX Text
5.5
AutoCAD SHX Text
5.0
AutoCAD SHX Text
5.0
AutoCAD SHX Text
5.8
AutoCAD SHX Text
5.6
AutoCAD SHX Text
5.5
AutoCAD SHX Text
5.8
AutoCAD SHX Text
5.5
AutoCAD SHX Text
5.8
AutoCAD SHX Text
5.5
AutoCAD SHX Text
5.5
AutoCAD SHX Text
5.5
AutoCAD SHX Text
5.8
AutoCAD SHX Text
5.8
AutoCAD SHX Text
5.5
AutoCAD SHX Text
5.8
AutoCAD SHX Text
6.0
AutoCAD SHX Text
6.2
AutoCAD SHX Text
5.5
AutoCAD SHX Text
5.8
AutoCAD SHX Text
5.5
AutoCAD SHX Text
5.8
AutoCAD SHX Text
6.5
AutoCAD SHX Text
6.2
AutoCAD SHX Text
B
AutoCAD SHX Text
2
AutoCAD SHX Text
6.3
AutoCAD SHX Text
6.3
AutoCAD SHX Text
6.2
AutoCAD SHX Text
6.0
AutoCAD SHX Text
6.0
AutoCAD SHX Text
6.0
AutoCAD SHX Text
5.8
AutoCAD SHX Text
RIM
AutoCAD SHX Text
5
AutoCAD SHX Text
70 L.F. OF DRAINFIELD WITH 15" PERF. P.E. PIPE
AutoCAD SHX Text
5.8
AutoCAD SHX Text
5.8
AutoCAD SHX Text
6.2
AutoCAD SHX Text
5.8
AutoCAD SHX Text
5.8
AutoCAD SHX Text
6.2
AutoCAD SHX Text
6.2
AutoCAD SHX Text
6.0
AutoCAD SHX Text
M.H.
AutoCAD SHX Text
EXISTING 8" GRAVITY SEWER
AutoCAD SHX Text
M.H.
AutoCAD SHX Text
EXISTING 8" GRAVITY SEWER
AutoCAD SHX Text
EXISTING 8" GRAVITY SEWER
AutoCAD SHX Text
P R O P O S E D P A V E M E N T ( T Y P I C A L )
AutoCAD SHX Text
RIM
AutoCAD SHX Text
6
AutoCAD SHX Text
50 L.F. OF DRAINFIELD WITH 15" PERF. P.E. PIPE
AutoCAD SHX Text
RIM
AutoCAD SHX Text
4
AutoCAD SHX Text
RIM
AutoCAD SHX Text
3
AutoCAD SHX Text
5.5
AutoCAD SHX Text
5.8
AutoCAD SHX Text
5.7
AutoCAD SHX Text
4.5
AutoCAD SHX Text
4.5
AutoCAD SHX Text
4.5
AutoCAD SHX Text
4.5
AutoCAD SHX Text
5.5
AutoCAD SHX Text
40 L.F. OF DRAINFIELD WITH 15" PERF. P.E. PIPE
AutoCAD SHX Text
NOTES: 1. THE ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM - NAVD 1988 2. PROPERTY LIES IN FLOOD ZONES AH 6 & X - AUG., 18, 2014 3. THIS PLAN IS FOR PAVING AND DRAINAGE ELEVATIONS & DETAILS, AND UTILITIES LOCATIONS ONLY. FOR EXACT LAY-OUT, SEE SITE PLAN PREPARED BY ARCHITECT.
AutoCAD SHX Text
ZONE "AH" ELEV.=6.0
AutoCAD SHX Text
ZONE "X"
AutoCAD SHX Text
NEW 6" C.O. (SEE DETAIL)
AutoCAD SHX Text
5.5
AutoCAD SHX Text
6.3
AutoCAD SHX Text
6.2
AutoCAD SHX Text
C.O.
AutoCAD SHX Text
PROPOSED 6" SEWER LATERAL
AutoCAD SHX Text
C.O.
AutoCAD SHX Text
R6-1L "ONE-WAY" SIGN
AutoCAD SHX Text
TYPICAL ADA DETECTABLE WARNING SURFACE
AutoCAD SHX Text
PROPOSED 5' CONC. SIDEWALK
AutoCAD SHX Text
CUT-IN NEW 6" PVC SEWER LATERAL
AutoCAD SHX Text
PAVEMENT RESTORATION (SEE DETAIL)
AutoCAD SHX Text
LIMITS OF MILLING AND PAVEMENT OVERLAY
AutoCAD SHX Text
TYPICAL 12" WIDE X 2' LONG DRAINAGE FLUME
AutoCAD SHX Text
2
AutoCAD SHX Text
C
AutoCAD SHX Text
P R O P O S E D 5 ' C O N C R E T E S I D E W A L K
AutoCAD SHX Text
25 L.F. OF 15" P.E. PIPE
AutoCAD SHX Text
55 L.F. OF 15" P.E. PIPE
AutoCAD SHX Text
25 L.F. OF 15" P.E. PIPE
AutoCAD SHX Text
DOUBLE WATER SERVICE & 1" WATER METER (DOMESTIC)& 1" IRRIGATION METER(BY CITY) INLINE BACKFLOW PREVENTERS & RPZ BACKFLOW PREVENTER (BY PLUMBER)
Page 8: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024
AutoCAD SHX Text
JOHN B. SMITH ENGINEERS, INC.
AutoCAD SHX Text
250 S.W. 6th PLACE
AutoCAD SHX Text
POMPANO BEACH, FLORIDA 33060
AutoCAD SHX Text
PHONE: (954) 763-4177
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
FILE
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
State of Florida
AutoCAD SHX Text
Registered Engineer No. 31177
AutoCAD SHX Text
Approved By
AutoCAD SHX Text
Robert C. Smith, P.E.
AutoCAD SHX Text
CERTIFICATE OF AUTHORIZATION NO. 1688
AutoCAD SHX Text
PAVING AND DRAINAGE
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
GUSTAVO J CARBONELL ARCHITECTS
AutoCAD SHX Text
FORT LAUDERDALE, FLORIDA
AutoCAD SHX Text
BROWARD DEVELOPMENT II
AutoCAD SHX Text
R.C.S.
AutoCAD SHX Text
RCS
AutoCAD SHX Text
SEPT. 2018
AutoCAD SHX Text
18-152
AutoCAD SHX Text
C2
AutoCAD SHX Text
3
AutoCAD SHX Text
%%UDRAINFIELD DETAILS(ON-SITE)
AutoCAD SHX Text
%%UTYPE "C" CATCH BASIN DETAIL
AutoCAD SHX Text
CONCRETE SHALL BE
AutoCAD SHX Text
TYPE II CEMENT
AutoCAD SHX Text
MIN. 4000 P.S.I. AT 28 DAYS
AutoCAD SHX Text
%%UNOTE:
AutoCAD SHX Text
ELEV. 1.0
AutoCAD SHX Text
CATCH BASIN OR MANHOLE
AutoCAD SHX Text
CAST IRON FRAME & GRATE U.S. FOUNDRY #4155-6213, O/E #5130-6818, O/E(CB# 10&11)
AutoCAD SHX Text
ELEV. 4.5
AutoCAD SHX Text
NON-PERFORATED PIPE
AutoCAD SHX Text
# 4 @ 12" O.C. EA. WAY (TYPICAL THRU-OUT)
AutoCAD SHX Text
PRECAST STRUCTURE, U.S. PRECAST, O/E.
AutoCAD SHX Text
ELEV. 0.5
AutoCAD SHX Text
360° PERFORATED PIPE(SEE PLAN FOR SIZE AND TYPE)
AutoCAD SHX Text
COUPLING BAND
AutoCAD SHX Text
%%USIDE ELEVATION
AutoCAD SHX Text
3/4" TO 1-1/2" WASHED ROCK
AutoCAD SHX Text
(1) LAYER APPROVED FILTER FABRIC ON SIDES & TOP (TREVIRA SPUNBOND, O/E)
AutoCAD SHX Text
360° PERFORATED PIPE(SEE PLAN FOR SIZE AND TYPE)
AutoCAD SHX Text
INV. ELEV.
AutoCAD SHX Text
%%UTYPICAL SECTION
AutoCAD SHX Text
PAVEMENT & BASE (SEE TYPICAL PAVEMENT SECTION)
AutoCAD SHX Text
2.0
AutoCAD SHX Text
MIN. 24" OVERLAP
AutoCAD SHX Text
PAVEMENT & BASE (SEE TYPICAL PAVEMENT SECTION)
AutoCAD SHX Text
S C A L E : N O N E
AutoCAD SHX Text
S E C T I O N
AutoCAD SHX Text
C
AutoCAD SHX Text
2
AutoCAD SHX Text
ELEV. 6.3
AutoCAD SHX Text
ELEV. 5.5-5.8
AutoCAD SHX Text
1 " TYPE S-III ASPHALTIC CONCRETE SURFACE COURSE12" TYPE S-III ASPHALTIC CONCRETE SURFACE COURSE
AutoCAD SHX Text
12" COMPACTED SUB-GRADE (98% T-180)
AutoCAD SHX Text
8" COMPACTED LIMEROCK BASE (98% T-180)
AutoCAD SHX Text
6"
AutoCAD SHX Text
PROPOSED CONCRETE SIDEWALK (MIN. 3000 P.S.I.) WITH SAW-CUT CONTRACTION JOINTS @ 5' O.C.
AutoCAD SHX Text
CONSTRUCT THICKENED EDGE OF SIDEWALK AS SHOWN OR OPTIONAL TYPE "D" CONCRETE CURB
AutoCAD SHX Text
SLOPE: 14" PER FT.
AutoCAD SHX Text
4"
AutoCAD SHX Text
ELEV. 6.8
AutoCAD SHX Text
5- FINISH ROCK "AS-BUILTS" GRADES BY A REGISTERED SURVEYOR SHALL BE SUBMITTED
AutoCAD SHX Text
SECTION 311, FLORIDA D.O.T. STANDARD SPECIFICATIONS. THE MINIMUM COMPACTED
AutoCAD SHX Text
2- STABILIZED SUBGRADE (MINIMUM LBR 40) SHALL BE COMPACTED TO 98% MAXIMUM
AutoCAD SHX Text
1- REMOVE MUCK, OVERBURDEN AND ROOT MATERIAL WITHIN 10 FEET OF ANY EDGE OF
AutoCAD SHX Text
5- ALL UTILITIES AND DRAINAGE INSTALLATIONS UNDER PROPOSED PAVEMENT SHALL BE
AutoCAD SHX Text
3- PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL HOLD A PRECONSTRUCTION MEETING
AutoCAD SHX Text
MINIMUM OF EVERY 5,000 S.F. FOR EACH LIFT WITH COPIES TO THE ENGINEER FOR
AutoCAD SHX Text
COUNTY ENGINEERING DIVISION'S "MINIMUM STANDARDS" AND FLORIDA DEPARTMENT
AutoCAD SHX Text
2- PRECAST DRAINAGE MANHOLES AND CATCH BASINS SHALL MEET THE REQUIREMENTS
AutoCAD SHX Text
POLYURETHANE OR OTHER MANUFACTURED SUPPLIED SEALANT SHALL BE USED WITH
AutoCAD SHX Text
HIGHWAYS" AND BROWARD COUNTY TRAFFIC ENGINEERING STANDARDS. ALL TRAFFIC
AutoCAD SHX Text
D.O.T. SPECIFICATION SECTION 711. REFLECTIVE PAVEMENT MARKER (R.P.M.) SHALL
AutoCAD SHX Text
6- PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (T.P.) IN ACCORDANCE WITH FLORIDA
AutoCAD SHX Text
PIPE COUPLING BANDS SHALL BE SPLIT BANDS OF THE SAME ALLOY AS THE PIPE.
AutoCAD SHX Text
NO CASE LESS THAN 6 INCHES.
AutoCAD SHX Text
THICKNESS TO BE AS NOTED ON PLANS.
AutoCAD SHX Text
4- ASPHALTIC CONCRETE SURFACE COURSE SHALL BE TYPE S-III CONFORMING TO
AutoCAD SHX Text
BASE SHALL HAVE A COMPACTED THICKNESS AS SPECIFIED ON THE PLAN BUT IN
AutoCAD SHX Text
APPROVAL. LIMEROCK BASE TO BE PRIMED IN ACCORDANCE WITH SECTION 300.
AutoCAD SHX Text
911, AND INSTALLED PER SECTION 200. DENSITY TESTS SHALL BE TAKEN AT A
AutoCAD SHX Text
3- LIMEROCK BASE SHALL MEET FLORIDA D.O.T. STANDARD SPECIFICATIONS, SECTION
AutoCAD SHX Text
SURVEYOR.
AutoCAD SHX Text
MANUFACTURE.
AutoCAD SHX Text
HAVE A MINIMUM THICKNESS OF:
AutoCAD SHX Text
ALL HORIZONTAL DIMENSIONS AND VERTICAL INFORMATION BY A REGISTERED
AutoCAD SHX Text
4- CONTRACTOR SHALL PROVIDE THE ENGINEER "AS-BUILTS" OF THE PROJECT GIVING
AutoCAD SHX Text
STRENGTH AT 28 DAYS.
AutoCAD SHX Text
3- ALL CONCRETE USED SHALL DEVELOP A MINIMUM OF 3000 PSI COMPRESSIVE
AutoCAD SHX Text
AT 28 DAYS. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO
AutoCAD SHX Text
OF ASTM C-478 WITH A CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI
AutoCAD SHX Text
THE COUPLINGS. THE BANDS SHALL BE A MINIMUM OF 12 INCHES WIDE.
AutoCAD SHX Text
2) OVER 24" - 14 GAUGE
AutoCAD SHX Text
1) 24" AND SMALLER - 16 GAUGE
AutoCAD SHX Text
AASHTO-196. PIPE SHALL HAVE 2-2/3" X 1/2" CORRUGATIONS AND SHALL
AutoCAD SHX Text
B) HELICAL CORRUGATED ALUMINUM (C.A.P.) FABRICATED TO ASTM B209 AND
AutoCAD SHX Text
AASHTO-M294. PIPE SHALL BE ADS N-12, OR APPROVED EQUAL.
AutoCAD SHX Text
A) CORRUGATED POLYETHYLENE PIPE (P.E.) FABRICATED TO ASTM 405 AND
AutoCAD SHX Text
1- DRAINAGE PIPE SHALL BE ONE OF THE FOLLOWING:
AutoCAD SHX Text
SIGNS SHALL BE HIGH INTENSITY REFLECTIVE MATERIAL.
AutoCAD SHX Text
STANDARDS FOR DESIGN CONSTRUCTION AND MAINTENANCE FOR STREETS AND
AutoCAD SHX Text
SHALL BE INSTALLED IN ACCORDANCE WITH THE "MANUAL OF UNIFORM MINIMUM
AutoCAD SHX Text
BE IN ACCORDANCE WITH SECTION 706. BOTH PAVEMENT MARKINGS AND R.P.M.
AutoCAD SHX Text
TO THE ENGINEER AND CITY FOR APPROVAL PRIOR TO PLACING ASPHALT.
AutoCAD SHX Text
DRAINAGE
AutoCAD SHX Text
B) ASPHALT
AutoCAD SHX Text
AGENCIES INVOLVED.
AutoCAD SHX Text
DENSITY AS DETERMINED BY AASHTO-T-180.
AutoCAD SHX Text
DENSITY AS DETERMINED BY AASHO-T-180.
AutoCAD SHX Text
GRANULAR MATERIAL IN MAXIMUM 12 INCH LIFTS, COMPACTED TO 98% MAXIMUM
AutoCAD SHX Text
PAVEMENT OR BUILDING. BACKFILL TO REQUIRED SUBGRADE WITH CLEAN,
AutoCAD SHX Text
JOB SITE AT ALL TIMES.
AutoCAD SHX Text
8- CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PLANS ON THE
AutoCAD SHX Text
BE OBTAINED PRIOR TO INSTALLATION.
AutoCAD SHX Text
ENGINEER FOR APPROVAL. APPROVAL FROM ALL APPROPRIATE AGENCIES SHALL
AutoCAD SHX Text
7- SHOP DRAWINGS OF ALL MATERIALS TO BE USED SHALL BE SUBMITTED TO THE
AutoCAD SHX Text
REQUESTED INSPECTIONS.
AutoCAD SHX Text
CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO
AutoCAD SHX Text
A) ROCK BASE
AutoCAD SHX Text
FOLLOWING ITEMS BY THE ENGINEER AND CITY:
AutoCAD SHX Text
6- THE CONTRACTOR IS REQUIRED TO HAVE INSPECTIONS MADE ON EACH OF THE
AutoCAD SHX Text
COMPLETED PRIOR TO COMMENCING PAVEMENT SUBGRADE CONSTRUCTION.
AutoCAD SHX Text
4- ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988.
AutoCAD SHX Text
TO INCLUDE THE ENGINEER OF RECORD, CITY, AND ANY OTHER UTILITIES AND/OR
AutoCAD SHX Text
ANY DEVIATIONS FROM THAT AS SHOWN ON THE PLANS.
AutoCAD SHX Text
UTILITIES TO BE CONNECTED TO AND BRING TO THE ATTENTION OF THE ENGINEER
AutoCAD SHX Text
CONTRACTOR SHALL LOCATE AND EXPOSE PRIOR TO CONSTRUCTION ALL EXISTING
AutoCAD SHX Text
2- LOCATION OF EXISTING UTILITIES ON THE PLANS ARE APPROXIMATE. THE
AutoCAD SHX Text
OF TRANSPORTATION, WHERE APPLICABLE.
AutoCAD SHX Text
STANDARDS AND SPECIFICATIONS OF THE CITY OF FORT LAUDERDALE AND BROWARD
AutoCAD SHX Text
1- ALL CONSTRUCTION, MATERIALS AND INSPECTIONS SHALL COMPLY WITH CURRENT
AutoCAD SHX Text
PAVING
AutoCAD SHX Text
C) FINAL
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
GENERAL
AutoCAD SHX Text
PROPOSED TYPE "D" CONCRETE CURBING (SEE DETAIL, THIS SHEET)
AutoCAD SHX Text
CLEAN-OUT DETAIL
AutoCAD SHX Text
S C A L E : N O N E
AutoCAD SHX Text
P
AutoCAD SHX Text
L
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
6" 45° BEND
AutoCAD SHX Text
CLEANOUT ADAPTER WITH TREADED PLUG
AutoCAD SHX Text
PROPERTY
AutoCAD SHX Text
R/W
AutoCAD SHX Text
6" X 6" WYE
AutoCAD SHX Text
PROPERTY
AutoCAD SHX Text
BUILDING SEWER (BY PLUMBER)
AutoCAD SHX Text
USF #7615, O/E VALVE BOX
AutoCAD SHX Text
24"X24"X4" CONCRETE COLLAR IN UNPAVED AREAS
AutoCAD SHX Text
6" PVC SEWER LATERAL
AutoCAD SHX Text
W A R P
AutoCAD SHX Text
NOTE: TURNOUT CONSTRUCTION SHALL BE IN TURNOUT CONSTRUCTION SHALL BE IN ACCORDANCE WITH FDOT INDEX NO. 515
AutoCAD SHX Text
TYPICAL TYPE "D" CURB W/ 12" END TRANSITION
AutoCAD SHX Text
EXISTING CONC. SIDEWALK
AutoCAD SHX Text
W A R P
AutoCAD SHX Text
24" WHITE STOP BAR
AutoCAD SHX Text
P R O P O S E D P A V E M E N T
AutoCAD SHX Text
EXISTING CURB & GUTTER
AutoCAD SHX Text
FLARE POINT
AutoCAD SHX Text
S C A L E : 1 " = 5 '
AutoCAD SHX Text
MATCH EXISTING CURB & GUTTER (TYPICAL EACH END)
AutoCAD SHX Text
SAW-CUT (JOINTS IN CURB & GUTTER TO MATCH JOINTS IN DRIVEWAY)
AutoCAD SHX Text
R1-1 STOP SIGN (30")
AutoCAD SHX Text
6 " T H I C K C O N C R E T E D R I V E W A Y
AutoCAD SHX Text
S A W - C U T
AutoCAD SHX Text
12"
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
FLARE POINT
AutoCAD SHX Text
EXISTING CURB & GUTTER
AutoCAD SHX Text
REMOVE EXISTING ASPHALT SURFACE AND REPLACE WITH SAME TYPE & THICKNESS
AutoCAD SHX Text
EXISTING CONC. SIDEWALK
AutoCAD SHX Text
T U R N - O U T C O N S T R U C T I O N
AutoCAD SHX Text
E X I S T I N G P A V E M E N T
AutoCAD SHX Text
P
AutoCAD SHX Text
L
AutoCAD SHX Text
(+)1 "12"
AutoCAD SHX Text
SLOPE FROM GUTTER TO FRONT OF 4' H.C. ACCESS
AutoCAD SHX Text
SLOPE: 1/4" PER FT.
AutoCAD SHX Text
7.3% SLOPE
AutoCAD SHX Text
(+)2 "12"
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
S C A L E : N O N E
AutoCAD SHX Text
0"
AutoCAD SHX Text
0"
AutoCAD SHX Text
(-)1-1/2"
AutoCAD SHX Text
SLOPE VARIES 0.04 NORMAL 0.02 MIN. 0.08 MAX.
AutoCAD SHX Text
4" THICK LIMEROCK CURB PAD (98% T-180)
AutoCAD SHX Text
S E C T I O N
AutoCAD SHX Text
12" STABILIZED SUB-GRADE MIN. L.B.R. 40 (98% T-180)
AutoCAD SHX Text
SAW-CUT & REMOVE EXISTING ASPHALT SURFACE AND REPLACE WITH SAME TYPE & THICKNESS
AutoCAD SHX Text
S E C T I O N
AutoCAD SHX Text
2
AutoCAD SHX Text
B
AutoCAD SHX Text
S C A L E : N O N E
AutoCAD SHX Text
EXISTING ROADWAY
AutoCAD SHX Text
R/W
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
4" STABILIZED SUB-GRADE
AutoCAD SHX Text
LINE REPRESENTS TOP OF SOD IN SWALE AREAS
AutoCAD SHX Text
P
AutoCAD SHX Text
L
AutoCAD SHX Text
(-)8"
AutoCAD SHX Text
0"
AutoCAD SHX Text
HWT
AutoCAD SHX Text
2.5
AutoCAD SHX Text
ELEV. 5.5-5.8(0")
AutoCAD SHX Text
PROPOSED TYPE "D" CONCRETE CURBING (SEE DETAIL, THIS SHEET)
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
S E C T I O N
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
R/W
AutoCAD SHX Text
S C A L E : N O N E
AutoCAD SHX Text
2
AutoCAD SHX Text
A
AutoCAD SHX Text
EXISTING ROADWAY
AutoCAD SHX Text
Xref 17-008-X-1st.FLOOR
AutoCAD SHX Text
SAW-CUT EDGE OF EXISTING PAVEMENT
AutoCAD SHX Text
P
AutoCAD SHX Text
L
AutoCAD SHX Text
1 " TYPE S-III ASPHALTIC CONCRETE 12" TYPE S-III ASPHALTIC CONCRETE SURFACE COURSE
AutoCAD SHX Text
8" COMPACTED LIMEROCK BASE (98% T-180)
AutoCAD SHX Text
ON-SITE PAVEMENT
AutoCAD SHX Text
12" STABILIZED SUB-GRADE, MIN. L.B.R. 40 (98% T-180)
AutoCAD SHX Text
8" COMPACTED LIMEROCK BASE (98% T-180)
AutoCAD SHX Text
1 " TYPE S-III ASPHALTIC CONCRETE SURFACE COURSE12" TYPE S-III ASPHALTIC CONCRETE SURFACE COURSE
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
SLOPE: 14" PER FT.
AutoCAD SHX Text
12" COMPACTED SUB-GRADE (98% T-180)
AutoCAD SHX Text
(-)2" - CENTER (-4") - SIDES
AutoCAD SHX Text
0"
AutoCAD SHX Text
0"
AutoCAD SHX Text
(+)1 "14"
AutoCAD SHX Text
6" THICK CONCRETE SIDEWALK (MIN. 3000 P.S.I.) WITH " SAW-CUT CONTRACTION JOINTS @ 5' O.C. & 18" SAW-CUT CONTRACTION JOINTS @ 5' O.C. & 14" PRE-MOLDED EXPANSION JOINTS @ 20' O.C.
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
ELEV. 4.5
AutoCAD SHX Text
ELEV. 4.5
AutoCAD SHX Text
P
AutoCAD SHX Text
L
AutoCAD SHX Text
AVE. EXISTING GRADE ELEV. 5.0±
AutoCAD SHX Text
ELEV. 6.0
AutoCAD SHX Text
AVE. EXISTING ELEV. 4.3±
AutoCAD SHX Text
ELEV. 6.0
AutoCAD SHX Text
ELEV. 5.0
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
S E C T I O N
AutoCAD SHX Text
2
AutoCAD SHX Text
D
AutoCAD SHX Text
S C A L E : N O N E
AutoCAD SHX Text
EXISTING ROADWAY
AutoCAD SHX Text
R/W
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
P
AutoCAD SHX Text
L
AutoCAD SHX Text
ELEV. 5.5-5.8(0")
AutoCAD SHX Text
PROPOSED TYPE "D" CONCRETE CURBING (SEE DETAIL, THIS SHEET)
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
AVE. EXISTING ELEV. 5.2±
AutoCAD SHX Text
ELEV. 6.0
AutoCAD SHX Text
ELEV. 5.0
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
AVE. EXISTING ELEV. 4.3-5.0±
Page 9: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

APPROXIMATELY 9 MONTHS AFTERALL STAKING & GUYS SHALL BE REMOVED

PLANTING OR AS DIRECTED BYLANDSCAPE ARCHITECT

NOTE: NO WELLINGTON TAPE OR OTHER NON-BIODEGRADABLE

MATERIALS SHALL COME INTO CONTACT WITH THE TREE.

NOTE:

W

W

G

W

W

W

W

W

HC

HC

CS7

CM7

TF20

CR2

CL5

AD2

CM5

CL18

AD1

HP80

IC3

CI34CD

2

QV1

IV36

IV57

CI86

CD1

CS3

QV1

AD3

CES1

CES1

CES1

QV1

QV2

TD3

TF50

SR48

CD3

TD6

TF96

CR1SR

15CES

2

SR30

CR1

CES6

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

SOD

4

5

6

7

8

9

10

11

12

13

14

3

2

1

15

1617

Lic. No. #LA0000952

Landscape ArchitectureKimberly Moyer, RLA

(954) 492-9609

NOTES:

1. SOD AND IRRIGATE TO EDGE OF ROAD.

2. TREE REMOVAL PERMIT IS REQUIRED BY

CITY PRIOR TO REMOVAL OF ANY TREES ON

SITE.

3. ALL MECHANICAL EQUIPMENT SHALL BE

SCREENED FROM VIEW WITH APPROPRIATE

SHRUB MATERIAL.

Scale: 1/16" =1'-00"North

0' 8' 16' 32' 48'

L−1

Pro

po

se

d D

eve

lop

a V

ac

an

t S

ite f

or:

18

70

W. S

tate

Road 8

4F

ort

La

ud

erd

ale

, Fl.

18-024

LANDSCAPE PLAN

Page 10: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

Luminaire Schedule

Project: PALM AIRE PRESERVE PARKING AREA FTL

Symbol Qty Label Description LLD LDD LLF Lum. Watts Total Watts

4 SA PHILIPS GARDCO ECF-S-64L-900-NW-G2-4-HIS 0.900 0.900 0.810 177.8 711.2

1 SC PHILIPS GARDCO ECF-S-32L-530-NW-G2-4-HIS 0.900 0.900 0.810 55.7 55.7

Calculation Summary

Project: PALM AIRE PRESERVE PARKING AREA FTL

Label Avg Max Min Avg/Min Max/Min

PARKING AREA 2.58 4.3 1.0 2.58 4.30

SPILL 0.19 0.7 0.0 N.A. N.A.

SCMH: 20

SAMH: 25

SAMH: 25

SAMH: 25

SAMH: 25

2.8 3.6

2.8 3.5 3.8 3.8 3.2 2.6 2.1 1.8 1.7

2.3 2.7 3.1 3.3 3.2 2.9 2.3 2.3

2.3 2.5 2.7 2.7 2.7 2.5 2.3 2.3 2.6 3.6 3.8

2.3 2.4 2.4 2.4 2.2 2.1 2.1 2.3 2.7 3.2 3.8 4.2

2.7 2.8 2.7 2.5 2.4 1.9 1.8 1.8 2.2 2.8 3.2 3.5 3.8 3.8 2.8

3.5 3.4 3.0 2.7 2.4 1.6 1.5 1.6 2.1 2.8 3.2 3.2 3.1 2.6

4.1 3.7 3.2 2.7 2.5 2.1 2.9 2.8 2.5 2.2

3.9 3.7 3.1 2.7 2.6 2.7 3.5 3.3 2.9 2.6 2.2 1.8

3.3 3.2 2.7 2.4 2.4 2.6 4.1 3.7 3.0 2.5 2.0 1.6

2.4 2.4 2.2 2.1 2.1 2.2 4.3 3.7 3.0 2.3 1.8 1.4

1.7 1.7 1.7 1.7 3.9 3.4 2.7 2.1 1.6 1.2

1.4 1.4 3.0 2.7 2.2 1.7 1.3 1.0

1.1 1.0 2.1 1.9 1.7 1.4

1.3 1.1

0.00.0

0.00.0

0.00.0

0.00.1

0.10.2

0.20.2

0.20.2

0.20.2

0.10.1

0.10.1

0.1

0.0

0.1

0.1

0.2

0.2

0.3

0.6

0.7

0.7

0.6

0.5

0.4

0.4

0.3

0.3

0.2

0.2

0.1

0.10.10.2

0.20.3

0.30.3

0.20.1

0.10.1

0.10.2

0.30.4

0.50.6

0.60.4

0.20.0

0.0

0.1

0.1

0.2

0.3

0.3

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

N01

°13'

46"W

155

.31'

N73°44'14"E 167.98'

S01°

13'4

6"E

100

.85'

S73°44'14"W 191.76'

S53°44'46"E 47.61'

24.34

'

S36°

15'14

"W

CATCH BASINGRATE EL. = 4.79

CATCH BASINGRATE EL. = 4.16

CATCH BASINGRATE EL. = 4.24

WW

WW

W

W

W

26"

12"

22"

30"

10"

6"

18"

4"

16"14"

12"

12" 18"

16"

20"

G

W.M.

S

SANITARY MANHOLERIM EL. = 4.18

S SANITARY MANHOLERIM EL. = 5.57

G

GREASETRAP MANHOLERIM EL. = 4.96

G

W.P.P. W/14' ANCHOR

1.3'N. & 4.3'W.

S.W

. 18

th T

ERRA

CEMETAL POWER POLE

ON 7' DIAMETER

CONC. BASE

5' CONC. WALK

5' CONC. WALK

DROP CURB

10.7'S. & 4.1'W.

CURB INLET

GRATE ELEV.=5.48

METAL

VAULT

CURB INLET

GRATE ELEV.=5.62

SOUTH R/W LINE

STATE ROPAD 84

FRONTAGE ROADDROP CURB

C.B.S. WALL

STATE ROAD 84LC

(200' R/W PER FLORIDA STATE ROAD DEPARTMENT

RIGHT-OF-WAY MAP PROJECT 1214, 86080-2104

SHEET 2 OF 5)

(50'

TO

TAL

R/W

)

50' ACCESS OPENING

RIGHT TURNS ONLY

16' F.P.L. EASEMENT PER

O.R. 15342, PG. 666, B.C.R.

NON-VEHICULAR

ACCESS LINE

NON-VEHICULAR

ACCESS LINE

ASPHALT PAVEMENT

IMPROVEMENTS NOT LOCATED ON BRIDGE

C.P.P. W/4.5' ANCHOR

1.9'N. & 59.1'E.

S.W. 28th STREETCL

6'x20' F.P.L.

EASEMENT PER

O.R. 7454, PG. 839, B.C.R.

7.5'

F.P

.L. E

ASEM

ENT

PER

O.R

. 745

4, P

G. 8

39, B

.C.R

.

5' F.P.L.

EASEMENT PER

O.R. 7454, PG. 839, B.C.R.

CBS WALL

0.7'N. & 1.4'E.

CONC. POWER POLE

0.7'N. & 1.4'E.

CBS WALL

11.6'N. & 0.2'W.

WOOD POWER POLE

W/7.8' & 8.6' ANCHORS

6.0'S. & 95.4'E.

5' CONC. WALK

22' ASPHALT PAVEMENT(50' TOTAL R/W)

A PO

RTIO

N O

F BL

OCK

"B"

"CLA

IR L

AKE"

P.B.

28,

PG.

26,

B.C

.R.

P.B. 176, PG. 105, B.C.R.

739 SQ. FT.ADDITIONAL

THOROUGHFAREDEDICATION PER

P.B. 176, PG. 105, B.C.R.

739 SQ. FT.ADDITIONAL

THOROUGHFAREDEDICATION PER

HC

HC

Pro

pose

d D

evel

op a

Vac

ant

Sit

e fo

r:Br

owar

d De

velo

pmen

t II L

LC18

70 W

. Sta

te R

oad

84Fo

rt L

aude

rdal

e, F

l.

18-024

1 PHOTOMETRIC PLAN -NEW PARKING AREA LAYOUTPH-1

F:\2018\18-024 BROWARD. DEVEL. II LLC 1870 W Sate Rd 84\CD's\ARCH\PH-1.dwg, PH-1, 10/9/2018 2:18:06 PM, Santiago Rodriguez, DWG To PDF.pc3, ARCH expand D (36.00 x 24.00 Inches), 1:1

AutoCAD SHX Text
FLORIDA REGISTRATION
AutoCAD SHX Text
C
AutoCAD SHX Text
ARCHITECT, P.A.
AutoCAD SHX Text
DRAWINGS CONTAINED HEREIN ARE COPYRIGHTED AND SHALL NOT BE TRANSCRIBED, COPIED, OR PARAPHRASED WITHOUT ARCHITECTS WRITTEN CONSENT. Gustavo.J. Carbonell, P,A.
AutoCAD SHX Text
GUSTAVO J. CARBONELL
AutoCAD SHX Text
DRAWN/CK'D:
AutoCAD SHX Text
DATE ISSUED:
AutoCAD SHX Text
GJC PROJECT:
AutoCAD SHX Text
AR NO. 0007957
AutoCAD SHX Text
Gustavo J. Carbonell, P.A. Architecture and Planning 1457 NE 4th Avenue Fort Lauderdale Florida 33304 GUS CARBONELL, AIA [email protected] www.guscarbonell.com T:954.462.6565 F:954.527.0857
AutoCAD SHX Text
OF SHEETS
AutoCAD SHX Text
OF
AutoCAD SHX Text
AA NO. 26001131
AutoCAD SHX Text
S.L.R. / G.J.C.
AutoCAD SHX Text
May. 2018
AutoCAD SHX Text
SCALE: 1/16" = 1'-0"
AutoCAD SHX Text
1
Page 11: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

WW

G

WW

W

W

W

HC

HC

SITE PLAN NORTH

GRAPHIC SCALE

PROPERTY ADDRESS:

DRC CASE # :

BLDG PERMIT # :

SITE INFORMATION :

LAND USE DESIGNATION:

ZONING DESIGNATION:

CURRENT USE OF PROPERTY:

PROPOSED USE OF PROPERTY:

FLOOD ZONE:

BASE FLOOD ELEVATION:

WATER PROVIDER:

WASTE WATER PROVIDER:

SOLID WASTE PROVIDER:

RECYCLING PROVIDER:

GAS PROVIDER:

DRC S I T E D A T A T A B L E

ZONING AND PROPERTY INFORMATION:

UTILITIES AND SERVICES:

PARKING DATA:

SETBACKS (INDICATE DIRECTION N, S, E, W) :

LOT SIZE (SF / ACREAGE):

PRE-Mfr. BLDG. FOOTPRINT:

VEHICULAR USE AREA (VUA):

SIDEWALK:

LANDSCAPE AREA:

PROVIDED

FRONT YARD ( NORTH )

SIDE YARD (EAST)

SIDE YARD (WEST)

REAR YARD (SOUTH )

SITE AND BUILDING DATA:

DEVELOPMENT DATA:NUMBER OF DWELLING UNITS:

UNIT TYPE :

NUMBER OF STORIES:

NON-RESIDENTIAL DEVELOPMENT:(USES / GROSS FLOOR AREA)

REQUIRED PROVIDED

PARKING SPACES:

ADA PARKING SPACES:

TOTAL PARKING SPACES:

LOADING ZONES:

SF %

REQUIRED

REQUIRED PROVIDED

LOT DENSITY:

BUILDING HEIGHT :

LOT WIDTH:

STRUCTURE LENGTH:

LINEAR FEET OF SIDEWALK:

FLOOR AREA RATIO (FAR):

LOT COVERAGE:

OPEN SPACE:

Pro

pose

d D

evel

op a

Vac

ant

Sit

e fo

r:Br

owar

d De

velo

pmen

t II L

LC18

70 W

. Sta

te R

oad

84Fo

rt L

aude

rdal

e, F

l.

18-024

1 SITE PLAN -NEW PARKING AREA LAYOUTSP-1

F:\2018\18-024 BROWARD. DEVEL. II LLC 1870 W Sate Rd 84\CD's\ARCH\SP-1.dwg, SP-1, 9/26/2018 4:56:15 PM, Santiago Rodriguez, DWG To PDF.pc3, ARCH expand D (36.00 x 24.00 Inches), 1:1

AutoCAD SHX Text
W.M.
AutoCAD SHX Text
W.P.P.
AutoCAD SHX Text
S
AutoCAD SHX Text
SANITARY MANHOLE
AutoCAD SHX Text
RIM EL. = 4.18
AutoCAD SHX Text
S
AutoCAD SHX Text
SANITARY MANHOLE
AutoCAD SHX Text
RIM EL. = 5.57
AutoCAD SHX Text
M.L.P.
AutoCAD SHX Text
G
AutoCAD SHX Text
GREASETRAP MANHOLE
AutoCAD SHX Text
RIM EL. = 4.96
AutoCAD SHX Text
N01°13'46"W 155.31'
AutoCAD SHX Text
N73°44'14"E 167.98'
AutoCAD SHX Text
S01°13'46"E 100.85'
AutoCAD SHX Text
S73°44'14"W 191.76'
AutoCAD SHX Text
26"
AutoCAD SHX Text
12"
AutoCAD SHX Text
22"
AutoCAD SHX Text
30"
AutoCAD SHX Text
10"
AutoCAD SHX Text
25.0'
AutoCAD SHX Text
25.0'
AutoCAD SHX Text
6"
AutoCAD SHX Text
18"
AutoCAD SHX Text
4"
AutoCAD SHX Text
16"
AutoCAD SHX Text
14"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
18"
AutoCAD SHX Text
25.0'
AutoCAD SHX Text
25.0'
AutoCAD SHX Text
16"
AutoCAD SHX Text
100.0'
AutoCAD SHX Text
100.0'
AutoCAD SHX Text
20"
AutoCAD SHX Text
S53°44'46"E
AutoCAD SHX Text
25.89'
AutoCAD SHX Text
81.21'
AutoCAD SHX Text
47.61'
AutoCAD SHX Text
24.34'
AutoCAD SHX Text
S36°15'14"W
AutoCAD SHX Text
W.P.P. W/14' ANCHOR
AutoCAD SHX Text
1.3'N. & 4.3'W.
AutoCAD SHX Text
S.W. 18th TERRACE
AutoCAD SHX Text
METAL POWER POLE
AutoCAD SHX Text
ON 7' DIAMETER
AutoCAD SHX Text
CONC. BASE
AutoCAD SHX Text
5' CONC. WALK
AutoCAD SHX Text
5' CONC. WALK
AutoCAD SHX Text
DROP CURB
AutoCAD SHX Text
10.7'S. & 4.1'W.
AutoCAD SHX Text
CURB INLET
AutoCAD SHX Text
GRATE ELEV.=5.48
AutoCAD SHX Text
METAL
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
CURB INLET
AutoCAD SHX Text
GRATE ELEV.=5.62
AutoCAD SHX Text
SOUTH R/W LINE
AutoCAD SHX Text
STATE ROPAD 84
AutoCAD SHX Text
FRONTAGE ROAD
AutoCAD SHX Text
DROP CURB
AutoCAD SHX Text
C.B.S. WALL
AutoCAD SHX Text
STATE ROAD 84
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
(200' R/W PER FLORIDA STATE ROAD DEPARTMENT
AutoCAD SHX Text
RIGHT-OF-WAY MAP PROJECT 1214, 86080-2104
AutoCAD SHX Text
SHEET 2 OF 5)
AutoCAD SHX Text
(50' TOTAL R/W)
AutoCAD SHX Text
50' ACCESS OPENING
AutoCAD SHX Text
RIGHT TURNS ONLY
AutoCAD SHX Text
16' F.P.L. EASEMENT PER
AutoCAD SHX Text
O.R. 15342, PG. 666, B.C.R.
AutoCAD SHX Text
NON-VEHICULAR
AutoCAD SHX Text
ACCESS LINE
AutoCAD SHX Text
NON-VEHICULAR
AutoCAD SHX Text
ACCESS LINE
AutoCAD SHX Text
ASPHALT PAVEMENT
AutoCAD SHX Text
IMPROVEMENTS NOT LOCATED ON BRIDGE
AutoCAD SHX Text
C.P.P. W/4.5' ANCHOR
AutoCAD SHX Text
1.9'N. & 59.1'E.
AutoCAD SHX Text
S.W. 28th STREET
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
6'x20' F.P.L.
AutoCAD SHX Text
EASEMENT PER
AutoCAD SHX Text
O.R. 7454, PG. 839, B.C.R.
AutoCAD SHX Text
7.5' F.P.L. EASEMENT PER
AutoCAD SHX Text
O.R. 7454, PG. 839, B.C.R.
AutoCAD SHX Text
5' F.P.L.
AutoCAD SHX Text
EASEMENT PER
AutoCAD SHX Text
O.R. 7454, PG. 839, B.C.R.
AutoCAD SHX Text
CBS WALL
AutoCAD SHX Text
0.7'N. & 1.4'E.
AutoCAD SHX Text
CONC. POWER POLE
AutoCAD SHX Text
0.7'N. & 1.4'E.
AutoCAD SHX Text
CBS WALL
AutoCAD SHX Text
11.6'N. & 0.2'W.
AutoCAD SHX Text
WOOD POWER POLE
AutoCAD SHX Text
W/7.8' & 8.6' ANCHORS
AutoCAD SHX Text
6.0'S. & 95.4'E.
AutoCAD SHX Text
5' CONC. WALK
AutoCAD SHX Text
22' ASPHALT PAVEMENT
AutoCAD SHX Text
(50' TOTAL R/W)
AutoCAD SHX Text
A PORTION OF BLOCK "B"
AutoCAD SHX Text
"CLAIR LAKE"
AutoCAD SHX Text
P.B. 28, PG. 26, B.C.R.
AutoCAD SHX Text
G
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
GRATE EL. = 4.79
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
GRATE EL. = 4.16
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
GRATE EL. = 4.24
AutoCAD SHX Text
P.B. 176, PG. 105, B.C.R.
AutoCAD SHX Text
739 SQ. FT.
AutoCAD SHX Text
ADDITIONAL
AutoCAD SHX Text
THOROUGHFARE
AutoCAD SHX Text
DEDICATION PER
AutoCAD SHX Text
P.B. 176, PG. 105, B.C.R.
AutoCAD SHX Text
739 SQ. FT.
AutoCAD SHX Text
ADDITIONAL
AutoCAD SHX Text
THOROUGHFARE
AutoCAD SHX Text
DEDICATION PER
AutoCAD SHX Text
PRE MANUFACTURED BUILDING
AutoCAD SHX Text
RAMP (1:12)
AutoCAD SHX Text
40" WIDE WALK
AutoCAD SHX Text
DN
AutoCAD SHX Text
DN
AutoCAD SHX Text
40" WALK
AutoCAD SHX Text
TURN AROUND
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
10
AutoCAD SHX Text
7
AutoCAD SHX Text
RETENTION AREA
AutoCAD SHX Text
41 PARKING SPACES
AutoCAD SHX Text
2
AutoCAD SHX Text
40" WIDE WALK
AutoCAD SHX Text
16
AutoCAD SHX Text
12
AutoCAD SHX Text
8
AutoCAD SHX Text
4
AutoCAD SHX Text
0
AutoCAD SHX Text
FT
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
SCALE: 1/16" =1'-0"
AutoCAD SHX Text
CITY OF FORT LAUDERDALE CITY OF FORT LAUDERDALE PRIVATE HAULER PRIVATE HAULER N/A
AutoCAD SHX Text
1870 W. STATE ROAD 84, FORT LAUDERDALE FLORIDA 33315
AutoCAD SHX Text
39 REGULAR SPACES (8'-8", 18'-0")
AutoCAD SHX Text
30,211.30 SF (OR) 0.69 ACRES 1,306.48 SF 13,946.53 SF 881,52 SF 14,076.77 SF
AutoCAD SHX Text
100.00 % 4.32 % 46.20 % 2.92 % 46.56 %
AutoCAD SHX Text
2 HANDICAPPED SPACES (12'-0", 18'-0")
AutoCAD SHX Text
41 SPACES
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
COMMERCIAL B-2 VACANT OFFICE BUILDING AH-6 FLOOD PANEL-12011C0558H 6' NAVD 88 FINISH FLOOR EL: 7' NAVD 88
AutoCAD SHX Text
N/A N/A ONE STORY 1,306.0 S.F. (56.0' x 23.33')
AutoCAD SHX Text
5 SPACES
AutoCAD SHX Text
1 SPACE
AutoCAD SHX Text
4 SPACES
AutoCAD SHX Text
N/A 150 FT. N/A N/A 1,306.0 S.F. DIV. BY 30,211.0 S,F, = 0.043 4.3 % 14,958.0 S.F. 49.5 %
AutoCAD SHX Text
N/A 11'-10"
AutoCAD SHX Text
5.0' 79.67' 5.0' 155.33' 0' OR 7.5' FOR EASEMENT 10.16' 5.0' 10.16'
AutoCAD SHX Text
FLORIDA REGISTRATION
AutoCAD SHX Text
C
AutoCAD SHX Text
ARCHITECT, P.A.
AutoCAD SHX Text
DRAWINGS CONTAINED HEREIN ARE COPYRIGHTED AND SHALL NOT BE TRANSCRIBED, COPIED, OR PARAPHRASED WITHOUT ARCHITECTS WRITTEN CONSENT. Gustavo.J. Carbonell, P,A.
AutoCAD SHX Text
GUSTAVO J. CARBONELL
AutoCAD SHX Text
DRAWN/CK'D:
AutoCAD SHX Text
DATE ISSUED:
AutoCAD SHX Text
GJC PROJECT:
AutoCAD SHX Text
AR NO. 0007957
AutoCAD SHX Text
Gustavo J. Carbonell, P.A. Architecture and Planning 1457 NE 4th Avenue Fort Lauderdale Florida 33304 GUS CARBONELL, AIA [email protected] www.guscarbonell.com T:954.462.6565 F:954.527.0857
AutoCAD SHX Text
OF SHEETS
AutoCAD SHX Text
OF
AutoCAD SHX Text
AA NO. 26001131
AutoCAD SHX Text
S.L.R. / G.J.C.
AutoCAD SHX Text
May. 2018
AutoCAD SHX Text
SCALE: 1/16" = 1'-0"
AutoCAD SHX Text
1
Page 12: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024
Page 13: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

gcj

GUSTAVO J. CARBONELL, P.A. Architect & Planner Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

1

October 6, 2018 Sec. 47-25.2. Adequacy Requirements: Re; Office Structure and parking for; Broward Development II LLC 1870 W State Road 84 Fort Lauderdale, Florida, 33315 Sir or Madam; Sec. 47-25.2. Adequacy requirements. A. Applicability. The adequacy requirements set forth herein shall be used by the city to evaluate the demand created on public services and facilities created by a proposed development permit. B. Communications network. Buildings and structures shall not interfere with the city's communication network. Developments shall be modified to accommodate the needs of the city's communication network, to eliminate any interference a development would create or otherwise accommodate the needs of the city's communication network within the development proposal. This Development will not interfere with any of the city’s communication network. The new building planned will be only 1 story in height and 15 feet overall height. C. Drainage facilities. Adequacy of storm water management facilities shall be evaluated based upon the adopted level of service requiring the retention of the first inch of runoff from the entire site or two and one-half (2 1/2) inches of runoff from the impervious surface whichever is greater. Proper drainage will provided by use of exfiltration trenches and dry detention areas. D. Environmentally sensitive lands. 1. In addition to a finding of adequacy, a development shall be reviewed pursuant to applicable federal, state, regional and local environmental regulations. Specifically, an application for development shall be reviewed in accordance with the following Broward County Ordinances which address environmentally sensitive lands and wellfield protection which ordinances are incorporated herein by reference: a. Broward County Ordinance No. 89-6. b. Section 5-198(I), Chapter 5, Article IX of the Broward County Code of Ordinances. c. Broward County Ordinance No. 84-60. 2. The applicant must demonstrate that impacts of the proposed development to environmentally sensitive lands will be mitigated. Site is not considered environmentally sensitive land.

Page 14: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

gcj

GUSTAVO J. CARBONELL, P.A. Architect & Planner Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

2

E. Fire protection. Fire protection service shall be adequate to protect people and property in the proposed development. Adequate water supply, fire hydrants, fire apparatus and facilities shall be provided in accordance with the Florida Building Code, South Florida Fire Code and other accepted applicable fire and safety standards. Adequate water supply and fire hydrants exist or will be added as required. F. Parks and open space. 1. For all residential plats, a minimum of three (3) acres property per anticipated one thousand (1,000) residents, or cash equivalent value, or combination thereof as determined by the department shall be provided by the applicant to meet the needs for additional parks. In addition, contribution to sub regional and regional parks in accordance with the Broward County Land Development Code is required, and an applicant shall provide documentation to the department that such contribution has been satisfied. Not applicable. Parcel is already plated. 2. If there is adequate acreage available to service the proposed residential development, the city shall reserve the capacity necessary to serve the development. Not applicable. Parcel is already plated. Not a residential development. 3. Open space requirements provided in the ULDR shall be in addition to and shall not replace the park and open space required by this subsection F. Not applicable. Parcel is already plated. G. Police protection. Police protection service shall be adequate to protect people and property in the proposed development. The development shall provide improvements which are consistent with Crime Prevention Through Environmental Design (CPTED) to minimize the risk to public safety and assure adequate police protection. This development will have adequate police protection by the use of proper site lighting for the occupants, all new glazing and doors will be impact resistant or covered with hurricane shutters. An automatic alarm system provided. Gated at night for security. H. Potable water. 1. Adequate potable water service shall be provided for the needs of the proposed development. The proposed development shall be designed to provide adequate areas and easements which may be needed for the installation and maintenance of potable water systems in accordance with city engineering standards, the Florida Building Code, and applicable health and environmental regulations. The existing water treatment facilities and systems shall have sufficient capacity to

Page 15: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

gcj

GUSTAVO J. CARBONELL, P.A. Architect & Planner Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

3

provide for the needs of the proposed development and for other developments in the service area which are occupied, available for occupancy, for which building permits are in effect or for which potable water treatment capacity has been reserved. Capital expansion charges for water and sewer facilities shall be paid by the developer in accordance with Resolution 85-265, as it is amended from time to time. Improvements to the potable water service and system shall be made in accordance with city engineering standards and other accepted applicable engineering standards. 2. Potable water facilities. a. If the system is tied into the city treatment facility, the available capacity shall be determined by subtracting committed capacity and present flow from design capacity. If there is available capacity, the city shall determine the impact of the proposed development utilizing Table 3, Water and Wastewater, on file with the department. b. If there is adequate capacity available in the city treatment plant to serve the proposed development, the city shall reserve the necessary capacity to serve the development. c. Where the county is the projected service provider, a similar written assurance will be required. Adequate potable water facilities to serve development exist. I. Sanitary sewer. 1. If the system is tied into the city treatment facility, the available capacity shall be determined by subtracting committed capacity and present flow from the design capacity. If there is available capacity, the city shall determine the impact of the proposed development utilizing Table 3, Water and Wastewater, on file with the department. 2. If there is adequate capacity available in the city treatment plant to serve the proposed development, the city shall reserve the necessary capacity to serve the proposed development 3. Where the county is the projected service provider, a written assurance will be required. 4. Where septic tanks will be utilized, the applicant shall secure and submit to the city a certificate from the Broward County Health Unit that certifies that the site is or can be made suitable for an on-site sewage disposal system for the proposed use. Adequate sanitary sewer facilities exist. J. Schools. For all residential plats, the applicant shall contribute to school facilities in accordance with the Broward County Land Development Code and shall provide documentation to the city that such contribution has been satisfied. Parcel already plated. K. Solid waste. 1. Adequate solid waste collection facilities and service shall be obtained by the applicant in connection with the proposed development and evidence shall be provided to the city demonstrating that all solid waste will be disposed of in a manner that complies with all governmental requirements.

Page 16: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

gcj

GUSTAVO J. CARBONELL, P.A. Architect & Planner Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

4

2. Solid waste facilities. Where the city provides solid waste collection service and adequate service can be provided, an adequacy finding shall be issued. Where there is another service provider, a written assurance will be required. The impacts of the proposed development will be determined based on Table 4, Solid Waste, on file with the department. A private solid waste hauler will be provided. Provisions made for space to store the sanitation and recycling carts inside the property away from any ROW. Bulk trash will be handled by a private hauler on call and as needed. Landscaping will be removed by a private company. L. Storm water. Adequate storm water facilities and systems shall be provided so that the removal of storm water will not adversely affect adjacent streets and properties or the public storm water facilities and systems in accordance with the Florida Building Code, city engineering standards and other accepted applicable engineering standards. Storm water disposal to be provided to meet code with use of exfiltration trenches, and dry detention areas.. M. Transportation facilities. 1. The capacity for transportation facilities shall be evaluated based on Table 1, Generalized Daily Level of Service Maximum Volumes, on file with the department. If a development is within a compact deferral area, the available traffic capacity shall be determined in accordance with Table 2, Flowchart, on file with the department. Site is not located within a Compact Deferral Area. 2. Regional transportation network. The regional transportation network shall have the adequate capacity, and safe and efficient traffic circulation to serve the proposed development. Adequate capacity and safe and efficient traffic circulation shall be determined by using existing and site-specific traffic studies, the adopted traffic elements of the city and the county comprehensive plans, and accepted applicable traffic engineering standards. Site-specific traffic studies may be required to be made and paid for by the applicant when the city determines such a study is needed in order to evaluate the impacts of the proposed development on proposed or existing roadways as provided for in subsection M.4. An applicant may submit such a study to the city which will be considered by the DRC in its review. Roadway improvements needed to upgrade the regional transportation network shall be made in accordance with the city, the county, and Florida Department of Transportation traffic engineering standards and plans as applicable. Bus routes serve development. Nearest route at SW State Road 84. Existing road infrastructure is adequate. 3. Local streets. Local streets shall have adequate capacity, safe and efficient traffic circulation, and appropriate functional classification to serve the proposed development. Adequate capacity and safe and efficient traffic circulation shall be determined by using existing and site-specific

Page 17: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

gcj

GUSTAVO J. CARBONELL, P.A. Architect & Planner Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

5

traffic studies, the city's comprehensive plan and accepted applicable traffic engineering standards. Site-specific traffic studies may be required to be made and paid for by the applicant when the city determines such a study is required in order to evaluate the impact of the proposed development on proposed or existing roadways as provided for in subsection M.4. An applicant may submit to the city such a study to be considered as part of the DRC review. Street improvements needed to upgrade the capacity or comply with the functional classification of local streets shall be made in accordance with the city engineering standards and acceptable applicable traffic engineering standards. Local streets are those streets that are not classified as federal, state or county roadways on the functional classification map adopted by the State of Florida. Right of way dedications are not required. 4. Traffic impact studies. a. When the proposed development may generate over one thousand (1,000) daily trips; or b. When the daily trip generation is less than one thousand (1,000) trips; and (1) when more than twenty percent (20%) of the total daily trips are anticipated to arrive or depart, or both, within one-half ( 1/2) hour; or (2) when the proposed use creates varying trip generation each day, but has the potential to place more than twenty percent (20%) of its maximum twenty-four (24) hour trip generation onto the adjacent transportation system within a one-half ( 1/2) hour period; the applicant shall submit to the city a traffic impact analysis prepared by the county or a registered Florida engineer experienced in trafficways impact analysis which shall: i. Provide an estimate of the number of average and peak hour trips per day generated and directions or routes of travel for all trips with an external end. ii. Estimate how traffic from the proposed development will change traffic volumes, levels of service, and circulation on the existing and programmed trafficways. iii. If traffic generated by the proposed development requires any modification of existing or programmed components of the regional or local trafficways, define what city, county or state agencies have programmed the necessary construction and how this programming relates to the proposed development. iv. A further detailed analysis and any other information that the review committee considers relevant. v. The traffic impact study may be reviewed by an independent licensed professional engineer contracted by the city to determine whether it adequately addresses the impact and the study supports its conclusions. The cost of review by city's consultant shall be reimbursed to the city by the applicant. vi. When this subsection M.4.b. applies, the traffic study shall include an analysis of how the peak loading will affect the transportation system including, if necessary, an operational plan showing how the peak trips will be controlled and managed. Traffic study is not applicable. 5. Dedication of rights-of-way. Property shall be conveyed to the public by plat, deed or grant of easement as needed in accordance with the Broward County Traffic ways Plan, the city's

Page 18: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

gcj

GUSTAVO J. CARBONELL, P.A. Architect & Planner Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

6

comprehensive plan, subdivision regulations and accepted applicable traffic engineering standards. N.A. Existing right of way in compliance with the ULDR. 6. Pedestrian facilities. Sidewalks, pedestrian crossing and other pedestrian facilities shall be provided to encourage safe and adequate pedestrian movement on-site and along roadways to adjacent properties. Transit service facilities shall be provided for as required by the city and Broward County Transit. Pedestrian facilities shall be designed and installed in accordance with city engineering standards and accepted applicable engineering standards. Adequate pedestrian facility will be provided for the development. Safe pedestrian circulation can be accomplished by the use of walkways on site, the walkways that will also connects to the city sidewalks. As a small development, the traffic on the driveway is very minor and slow moving. 7. Primary arterial street frontage. Where a proposed development abuts a primary arterial street either existing or proposed in the traffic ways plan, the development review committee (DRC) may require marginal access street, reverse frontage with screen planting contained in a no access reservation along the rear property line, deep lots with or without rear service alleys, or such other treatment as may be necessary for adequate protection of residential properties and to assure separation of through and level traffic. Development is located on a low traffic volume one way frontage road. 8. Other roadway improvements. Roadways adjustments, traffic control devices, mechanisms, and access restrictions may be required to control traffic flow or divert traffic, as needed to reduce or eliminate development generated traffic. Will be provided as needed. 9. Street trees. In order to provide for adequate landscaping along streets within the city, street trees shall be required along the length of the property abutting a street. A minimum of fifty percent (50%) of the required street trees shall be shade trees, and the remaining street trees may be provided as flowering or palm trees. These percentages may be varied based on existing or proposed physical conditions which may prevent the ability to comply with the street tree requirements of this subsection. The street trees shall be planted at a minimum height and size in accordance with the requirements of Section 47-21, Landscape and Tree Preservation Requirements, except in the downtown RAC districts the requirements of Sec. 47-13.20.H.8 shall apply. The location and number of street trees shall be determined by the department based on the height, bulk, mass and design of the structures on the site and the proposed development's compatibility to surrounding properties. The requirements for street trees, as provided herein, may be located within the public right-of-way as approved by the entity with jurisdiction over the abutting right-of-way.

Page 19: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

gcj

GUSTAVO J. CARBONELL, P.A. Architect & Planner Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

7

Street trees will be provided and will be in compliance to the City of Ft. Lauderdale’s landscape ordinance. N. Wastewater. 1. Wastewater. Adequate wastewater services shall be provided for the needs of the proposed development. The proposed development shall be designed to provide adequate areas and easements which may be needed for the installation and maintenance of a wastewater and disposal system in accordance with applicable health, environmental and engineering regulations and standards. The existing wastewater treatment facilities and systems shall have adequate capacity to provide for the needs of the proposed development and for other developments in the service area which are occupied, available for occupancy, for which building permits are in effect or for which wastewater treatment or disposal capacity has been reserved. Capital expansion charges for water and sewer facilities shall be paid by the developer in accordance with Resolution 85-265, as it is amended for time to time. Improvements to the wastewater facilities and system shall be made in accordance with the city engineering and accepted applicable engineering standards. Waste water service to the site exists. O. Trash management requirements. A trash management plan shall be required in connection with non-residential uses that provide prepackaged food or beverages for off-site consumption. Existing non-residential uses of this type shall adopt a trash management plan within six (6) months of the effective date of this provision. Not applicable. Not a convenience store. P. Historic and archaeological resources. 1. If a structure or site has been identified as having archaeological or historical significance by any entity within the State of Florida authorized by law to do same, the applicant shall be responsible for requesting this information from the state, county, local governmental or other entity with jurisdiction over historic or archaeological matters and submitting this information to the city at the time of, and together with, a development permit application. The reviewing entity shall include this information in its comments. Not a historic site. Q. Hurricane evacuation. If a structure or site is located east of the Intracoastal Waterway, the applicant shall submit documentation from Broward County or such agency with jurisdiction over hurricane evacuation analysis either indicating that acceptable level of service of hurricane evacuation routes and hurricane emergency shelter capacity shall be maintained without impairment resulting from a proposed development or describing actions or development modifications necessary to be implemented in order to maintain level of service and capacity. Not applicable. Gustavo J. Carbonell, A.I.A. End of the narrative.

Page 20: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

gcj

GUSTAVO J. CARBONELL, P.A. Architect & Planner Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

1

October 6, 2018 Sec. 47-25.3. Neighborhood Compatibility Requirements: Re; Office Structure and parking for; Broward Development II LLC 1870 W State Road 84 Fort Lauderdale, Florida, 33315 Sir or Madam; As per requirements of the City of Fort Lauderdale ULDR regulations please find narrative addressing Section 47-25.3, Neighborhood Compatibility Requirements below to obtain necessary approvals for an11 unit fee simple townhouse development. A. The neighborhood compatibility requirements are as follows: 1. Adequacy requirements. See Sec. 47-25.2. See attached adequacy requirements report as a separate document. 2. Smoke, odor, emissions of particulate matter and noise. This development consists of a small office use building and will not produce noise, smoke, odor or emissions. Improvements are located in an infill parcel with a use that is compatible with residential uses surrounding the site. a. Documentation from the Broward County Department of Natural Resource Protection (DNRP) or a report by a certified engineer, licensed in the State of Florida, that the proposed development will not exceed the maximum levels of smoke, odor, emissions of particulate matter and noise as regulated by Chapter 27, Pollution Control, of the Code of Broward County, and that a DNRP permit for such facility is not required. This development will not produce noise, smoke, odor or emissions. b. Where a DNRP license is required in accordance with Chapter 27, Pollution Control, of the Code of Broward County, all supporting documentation and information to obtain such permit shall be submitted to the DRC as part of a site plan review. Proper applications will be submitted only if required. c. Such DNRP licenses shall be required to be issued and copies provided to the city prior to the issuance of a building permit for the proposed development. Will comply.

Page 21: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

gcj

GUSTAVO J. CARBONELL, P.A. Architect & Planner Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

2

3. Design and performance standards. a. Lighting. No lighting shall be directed from a use which is subject to the requirements of this Sec. 47-25.3 in a manner which illuminates abutting residential property and no source of incandescent or mercury vapor illumination shall be directly visible from any abutting residential property. No neon lights inside or outside structures shall be visible from any abutting residential property. The site illumination will be designed to not overspill onto adjacent properties. i. Glare. Any nonresidential operation or activity producing glare shall be conducted so that direct or indirect illumination of light shall not cause illumination in excess of one (1) footcandle on any abutting residential property except as provided in subsection iii. of this subsection a. Item addressed above. ii. Control of effects of lights from automobiles or other sources. Where the site plan indicates potential adverse effects of parking or of other sources on the lot on which the nonresidential use is to be located, such effects shall be eliminated or at a minimum prevented so that lights do not illuminate adjacent residential property below a height of five (5) feet at the residential lot line, or from shining into any residential window if there is to be nonresidential parking on the premises after dark. Item addressed above. All the vehicular use areas are located internally within the development. Landscape buffer yards provide screening. iii. In addition to the above, parking lots and garages will be subject to the provisions of Sections 47-20.14 and if in conflict with the provisions of this section, the more restrictive provisions shall apply. This development will follow the city of Ft Lauderdale’s lighting standards. b. Control of appearance. The following design standards are provided to protect the character of abutting residential areas from the visual impact which may result from a use which is subject to the requirements of this Sec. 47-25.3. i. Architectural features. The facade of any side of a nonresidential building facing the residential property shall be constructed to compliment a residential structure and shall include the following: a) Fenestration such as windows, doors and openings in the building wall; Provided. b) Shall contain a minimum of one (1) feature from each of the following architectural feature groups with a total of four (4) architectural features from the following list: 1. Detail and embellishments: a. Balconies, b. Color and material banding, c. Decorative metal grates over windows,

Page 22: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

gcj

GUSTAVO J. CARBONELL, P.A. Architect & Planner Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

3

d. Uniform cornice heights, e. Awnings. 2. Form and mass: a. Building mass changes including projection and recession, b. Multiple types and angles of roofline, or any combination thereof. c) The above required facade treatment shall be required to continue around the corner onto the adjoining wall for a distance of twenty (20) feet. The architecture of the pre manufactured structure is very small and compatible with the existing one story structures in the immediate area. ii. Loading facilities. Loading and service facilities shall be screened so as not to be visible from abutting residential uses or vacant residential zoned property. N.A. iii. Screening of rooftop mechanical equipment. All rooftop mechanical equipment, stair and elevator towers shall be designed as an integral part of the building volume and/or adequately screened so that they are not visible from abutting residential uses or vacant residential zoned property. The mechanical equipment proposed will be screened with fencing and landscape. c. Setback regulations. When a nonresidential use which is subject to the requirements of this Sec. 47-25.3 is contiguous to any residential property, there shall be an additional setback required for any yard of that use which is contiguous to the residential property, as follows: i. When any side of a structure greater in height than forty (40) feet is contiguous to residential property, that portion of the structure shall be set back one (1) foot for each one (1) foot of building height over forty (40) feet up to a maximum width equal to one-half (1/2) the height of the building, in addition to the required setback, as provided in the district in which the proposed nonresidential use is located. This project is in compliance to the setback requirements. d. Buffer yard requirements. When a use which is subject to the requirements of this Sec. 47-25.3 is contiguous to any residential property, the property where the use is located shall be required to have a landscaped strip area and a physical barrier between it and the residential property. Such landscape strip shall meet the following requirements: The proposed project complies with buffer-yards. i. Landscape strip requirements. A ten (10) foot landscape strip shall be required to be located along all property lines which are adjacent to residential property. Such landscape strip shall include trees, shrubs and ground cover as provided in the landscape provisions of Section 47-21, Landscape and Tree Preservation Requirements. The width of the landscape area shall extend to

Page 23: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

gcj

GUSTAVO J. CARBONELL, P.A. Architect & Planner Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

4

the property line. All required landscaping shall be protected from vehicular encroachment. When walls are required on nonresidential property abutting an alley, required shrubbery shall be installed and located within the landscape area on the exterior of the wall. Provided. ii. Parking restrictions. No parking shall be located within twelve (12) feet of the property line, within the yard area required by the district in which the proposed nonresidential use is located, when such yard is contiguous to residential property. Abutting properties are not residential zoning. iii. Dumpster regulations. All solid waste refuse containers (dumpsters) shall be set back a minimum of twelve (12) feet from any property line which is contiguous to residential property, and shall be screened in accordance with the Dumpster requirements, as provided in Section 47-19, Accessory Uses, Buildings and Structures. Solid waste and recycling cart will be kept on premises, the building size will generate a very small amount of solid waste. Roll out carts to be used. iv. Wall requirements. A wall shall be required on the nonresidential property, a minimum of five (5) feet in height, constructed in accordance with Section 47-19.5 and subject to the following: a) Decorative features shall be incorporated on the residential side of such wall according to the requirements of Section 47-19.5, b) Shall be located within, and along the length of the property line which abuts the residential property, c) When the nonresidential property is located adjacent to an alley such wall shall be located at least five (5) feet from the right-of-way line located closest to the nonresidential property, d) When a utility, or other public purpose easement, on the nonresidential property precludes the construction of a wall, then an opaque fence, constructed in accordance with the standards described in Section 47-19.5, may be erected in lieu of the wall required by subsection iv. above. The use of an opaque fence as a physical barrier between nonresidential and residential property shall be reviewed and recommended by the city engineer. N.A. Not abutting a residential zoning district. v. Application to existing uses. Within five (5) years from the effective date of subsections A.3.c and d (effective date: September 19, 1989), all nonconforming uses of land which were in existence prior to such date shall comply with the requirements of subsections A.3.c and d unless compliance would cause one (1) or more of the following to occur: a) Demolition of any load-bearing portion of a building as it exists on September 19, 1989, the effective date of subsections A.3.c and d; b) Reduction of required parking spaces; c) A reduction in the number of parking spaces provided for use of a parcel which would be required if based on the parking requirements of Section 47-20, Parking and Loading Requirements in effect on and applicable to such use on March 6, 1990;

Page 24: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

gcj

GUSTAVO J. CARBONELL, P.A. Architect & Planner Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

5

d) Relocation of an existing wall which complied with the Code prior to September 19, 1989, the effective date of subsections A.3.c and d; e) Access to the land would be substantially impaired; f) Installation of the wall as provided in subsections iv. would require a modification of the existing vehicular use area, which would impair traffic circulation on the site and a minimum five (5) foot high hedge, fence or other physical barrier is in place along the length of the nonresidential property line which abuts the residential property; g) In such cases, the use shall otherwise comply with the requirements of this section to the maximum possible extent; however, the requirement of subsections A.3.d.i to install a landscape strip shall be met if an abutting residential property owner agrees in writing that the landscape strip may be placed on his or her property. An agreement in form provided by the department must be executed by the applicant and the abutting property owner. If the abutting property owner removes the landscape strip after it has been installed, there shall be no further requirement to install another landscape strip on the abutting property in connection with the commercial use which existed at the time of the initial installation. The proposed project is new. e. Neighborhood compatibility and preservation. In addition to the review requirements provided in subsections A.1, A.2 and A.3.a, b, c, and d, the following review criteria shall also apply as provided below: i. All developments subject to this Sec. 47-25.3 shall comply with the following: a) Development will be compatible with, and preserve the character and integrity of adjacent neighborhoods, the development shall include improvements or modifications either on-site or within the public rights-of-way to mitigate adverse impacts, such as traffic, noise, odors, shadow, scale, visual nuisances, or other similar adverse effects to adjacent neighborhoods. These improvements or modifications may include, but shall not be limited to, the placement or orientation of buildings and entryways, parking areas, bufferyards, alteration of building mass, and the addition of landscaping, walls, or both, to ameliorate such impacts. Roadway adjustments, traffic control devices or mechanisms, and access restrictions may be required to control traffic flow or divert traffic as needed to reduce or eliminate development generated traffic on neighborhood streets. b) Consideration shall be given to the recommendations of the adopted neighborhood master plan in which the proposed development is to be located, or which it abuts, although such neighborhood master plan shall not be considered to have the force and effect of law. When recommended improvements for the mitigation of impacts to any neighborhood, conflicts with any applicable ULDR provision, then the provisions of the ULDR shall prevail. In order to ensure that a development will be compatible with, and preserve the character and integrity of adjacent neighborhoods, the development shall include improvements or modifications either on-site or within the public rights-of-way to mitigate adverse impacts, such as traffic, noise, odors, shadow, scale, visual nuisances, or other similar adverse effects to adjacent neighborhoods. These improvements or modifications may include, but shall not be limited to, the placement or orientation of buildings and entryways, parking areas, buffer yards, alteration of building mass, and the addition of landscaping, walls, or both, to ameliorate such impacts. Roadway

Page 25: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

gcj

GUSTAVO J. CARBONELL, P.A. Architect & Planner Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

6

adjustments, traffic control devices or mechanisms, and access restrictions may be required to control traffic flow or divert traffic as needed to reduce or eliminate development generated traffic on neighborhood streets. Development is a typical use similar to other redevelopment uses in the surrounding area. ii. All development within the RAC-TMU (RAC-EMU, RAC-SMU and RAC-WMU) district that is greater in density than twenty-five (25) dwelling units per net acre: Section does not apply. Development not located within the RAC listed. Gustavo J. Carbonell, A.I.A. End of narrative.

Page 26: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

Property Id: 504221450010 **Please see map disclaimer

October 10, 2018

0 375 750187.5 ft

0 110 22055 m

1:4,000

Flight Date : Dec. 15, 2017 Broward County Property Appraiser

Gus
Callout
SITE
Page 27: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

Site Address 1870 W STATE ROAD 84, FORT LAUDERDALE FL 33315 Property Owner BROWARD DEVELOPMENT II LLC

Mailing Address 1126 S FEDERAL HWY FORT LAUDERDALE FL 33316-1257

ID # 5042 21 45 0010

Millage 0312

Use 49

Abbr LegalDescription

P D K PLAT 176-104 B TRACT A

The just values displayed below were set in compliance with Sec. 193.011, Fla. Stat., and include areduction for costs of sale and other adjustments required by Sec. 193.011(8).

Property Assessment Values

Year Land Building / Improvement

Just / Market Value

Assessed / SOH Value Tax

2019 $451,140 $6,350 $457,490 $457,490 2018 $451,140 $6,350 $457,490 $457,490

2017 $451,140 $6,350 $457,490 $457,490 $8,452.27

2019 Exemptions and Taxable Values by Taxing Authority County School Board Municipal Independent

Just Value $457,490 $457,490 $457,490 $457,490

Portability 0 0 0 0

Assessed/SOH $457,490 $457,490 $457,490 $457,490

Homestead 0 0 0 0

Add. Homestead 0 0 0 0

Wid/Vet/Dis 0 0 0 0

Senior 0 0 0 0

Exempt Type 0 0 0 0

Taxable $457,490 $457,490 $457,490 $457,490

Sales HistoryDate Type Price Book/Page or CIN

2/10/2004 WD* $250,000 36921 / 1425

* Denotes Multi-Parcel Sale (See Deed)

Land Calculations

Price Factor Type

$15.00 30,076 SF

Adj. Bldg. S.F. (Card, Sketch)

Special Assessments Fire Garb Light Drain Impr Safe Storm Clean Misc03

L 1

Page 28: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024
Page 29: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

Department of State / Division of Corporations / Search Records / Detail By Document Number /

Document NumberFEI/EIN NumberDate FiledStateStatus

Detail by Entity NameFlorida Limited Liability CompanyBROWARD DEVELOPMENT II, LLC

Filing Information

L03000044438

80-0100900

11/14/2003

FL

ACTIVE

Principal Address

1126 S FEDERAL HWY #375 FT LAUDERDALE, FL 33316-1257 Changed: 01/29/2015

Mailing Address

1126 S FEDERAL HWY #375 FT LAUDERDALE, FL 33316-1257 Changed: 01/29/2015

Registered Agent Name & Address

KRAPE, PERRY1126 S FEDERAL HWY #375 FT LAUDERDALE, FL 33316-1257 Name Changed: 02/01/2016 Address Changed: 02/01/2016

Authorized Person(s) Detail

Name & Address Title MGRM KRAPE, PERRY1126 S FEDERAL HWY #375 FT LAUDERDALE, FL 33316-1257

Annual Reports

Report Year Filed Date

D.������ �� C����� �����Florida Department of State

Page 30: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

2016 02/01/20162017 04/17/20172018 03/15/2018

Document Images

03/15/2018 -- ANNUAL REPORT View image in PDF format

04/17/2017 -- ANNUAL REPORT View image in PDF format

02/01/2016 -- ANNUAL REPORT View image in PDF format

01/29/2015 -- ANNUAL REPORT View image in PDF format

04/23/2014 -- ANNUAL REPORT View image in PDF format

03/21/2013 -- ANNUAL REPORT View image in PDF format

04/30/2012 -- ANNUAL REPORT View image in PDF format

04/25/2011 -- ANNUAL REPORT View image in PDF format

05/01/2010 -- ANNUAL REPORT View image in PDF format

04/09/2009 -- ANNUAL REPORT View image in PDF format

01/23/2008 -- ANNUAL REPORT View image in PDF format

02/01/2007 -- ANNUAL REPORT View image in PDF format

04/14/2006 -- ANNUAL REPORT View image in PDF format

03/28/2005 -- ANNUAL REPORT View image in PDF format

06/07/2004 -- ANNUAL REPORT View image in PDF format

11/14/2003 -- Florida Limited Liabilites View image in PDF format

Florida Department of State, Division of Corporations

Page 31: Proposed Develop a Vacant Site for: Broward Development II LLC · Proposed Develop a Vacant Site for: Broward Development II LLC. 1870 W. State Road 84 Fort Lauderdale, Fl. 18-024

g GUSTAVO J. CARBONELL, P.A. Architect & Planner

c Member American Institute of Architects – A.I.A. AR 0007957 & AA 26001131

1

j

October 6, 2018 Re; Project Description Office Structure and parking for; Broward Development II LLC 1870 W State Road 84 Fort Lauderdale, Florida, 33315 Sir or Madam; Referenced project consists of a small pre manufactured office structure and related parking. There is also additional non required parking intended for travelers to park their vehicles in a secure location close to the airport and Port Everglades. The site used to be a Bruger King years ago, and since the building of the State Road overpass over I-95 it has been vacant. The site has no visibility from State Road 84 since it is on the side access road and has a tall retaining wall across the street along State Road 84. In addition access is somewhat limitd since it is on a one way access road that is reached by traveling eastbond and the making a U turn as it approaches I-95. Most of the existing trees will be presered. Requried landscape buffers are provided. This project is of very low impact on the surrounding neighbors. Most vehicular access will occur from the access road. Sincerely Gustavo J. Carbonell, A.I.A.