HomeMy WebLinkAboutApplication & Supporting DocsMARLI
ENGINEERING
MEMORANDUM
September 24, 2013
TO: MarineMax, Inc.
Att. Mr. Samuel C. Lowrey
18167 US Highway 19 North, Suite #300
Clearwater, FL 33764
(Phone 727-531-1700)
(Email sam.lowrey@marinemax.com)
FROM: Luis H. Monsalve, P.E.
Senior Project Manager
Marlin Engineering, Inc.
(Email Irnonsaive@niarlinengineering.com)
RE: TRAFFIC ASSESSMENT STUDY
(Use ❑f Western Driveway at NE 79th Street)
This memorandum follows the Traffic Assessment Study (Dated March 6, 2013) to investigate the option
of using the MarineMax western driveway at NE 79th Street as the only entrance for large trucks into this
private property.
Currently, the property is served from NE 79th Street through the eastern driveway facing NE 8th Court (a
local road with no truck traffic restriction that also provides access to a residential area). The purpose of
this memorandum is to document the impact analysis of using the western driveway for large trucks
with boats entering directly from eastbound NE 79th Street, delivering inside the property and exiting
through the eastern driveway into NE 8th Court. The NE 79th Street is a state road (SR 934), multi -lane
arterial with a parking lane and three through lanes in the eastbound direction, and one through lane in
the westbound direction. On NE 79th Street, t he eastbound average daily traffic (ADT) is about 22,000
vehicles per day and the posted speed limit is 35 MPH.
The large trucks anticipated are type WB-67 as defined by the American Association of State Highways
and Transportation Offices (AASHTO). In Figure 1, the circulation path of a large truck with boat is
shown entering the western driveway from NW 79th Street eastbound through lane, delivering inside the
property and exiting through the eastern driveway into NE 8th Court. The use of the western driveway
option for entrance of large trucks with boats will have the following advantages and disadvantages:
ADVANTAGES
• Eliminate traffic blockage on NE 8th Ct when inbound large trucks are stopping for gate
opening at the eastern driveway.
• Reduce to half the volume of large truck traffic on NE 8th Court since the eastern driveway
will be used for exiting of these trucks.
❑ISADVANTAGES
• Modifications will be needed on eastbound NE 79th Street to avoid encroachments on
sidewalk and facilitate the entrance of large trucks. These modifications will include:
2191 NW 97TH Avenue 1 Dora!, Florida 33172 1 P: 305.477.7575 I F: 305.477.7590 I www,mariinengineering.com
Remove one parking space, reconstruct sidewalk by widening access driveway, and relocate
two "No Parking" signs.
• Potential safety impact on NW 79th Street eastbound traffic when blockage of one through
lane occurs due to large trucks stopping for gate opening and maneuvering into the marine.
• The large truck path, inside the property, indicates that large trucks will circulate in close
proximity to the office building, requiring the removal of parking next to this building.
• Significant impact on the infrastructure of the property (regarding the boats storage and
washing/drainage areas) previously approved and permitted by Miami -Dade County former
Department of Environmental Resources Management (DERM).
• Modifications to the MarineMax internal operational layout, to mitigate the above impacts,
may require high capital investments in addition to potential economical losses.
RECOMMENDATIONS
The study indicates the anticipated circulation path of large trucks carrying boats using the eastern
entrance at NW 79th Street, and its potential impact on the street and inside the property. In addition, It
should be noted that large trucks with boats only arrive few times during the month, on weekdays, and
mostly during off-peak hour traffic.
Based on the circulation path for large trucks carrying boats indicated in Figure 1, and based on the
potential impact on NE 79th Street and the significant impact on the internal operation of the
MarineMax facility; this study is recommending "Not to Use the Western Driveway" for entrance of
large trucks with boats.
As a result of this study analysis, the internal circulation option for large trucks with boats
(recommended in the original Traffic Assessment Study) is still considered a better solution to minimize
impact on the MarineMax property and on other vehicles accessing the residential neighborhood.
2191 NW 97r'' Avenue I Doral, Florida 33172 I P: 305.477.7575 I F: 305.477.7590 I www.marlinengineering.com
Western
Entrance
46' GATE
NNW —
BOAT WASHING
AREA
DRIVEWAY / SIDEWALK
ENCROACHMENTS
MIAMI - DADE COUNTY
15.00° 5300
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EHrRANC[ PATH
REVERSE PATH
niPARKING SPACE
— — EXISTING PENCE
MARINEMAX TRAFFIC ASSESMENT
111AM.1% iNGIN. i1[:NC. INC
FIGURE 1 - TRUCK OPERATION
(WESTERN DRIVEWAY OPTION)
MARL
ENGINEERING
Prepared by:
MARLIN ENGINEERING, INC.
2191 NW 97th Avenue
Coral, Florida 33172
P: 305.477.7575
F: 305.477.7590
www.marlinengineering.com
MarineMax Traffic
Assessment
City of Miami
March 6, 2013
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SKETCH & DESCRIPTIONS
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e1
TRAFFIC ASSESSMENT
FOR
"MARINEMAX"
City of Miami
Prepared for:
MarineMax East Inc.
March 6, 2013
TABLE OF CONTENTS
1. PURPOSE 1
2. EXISTING CONDITIONS 1
3. TRAFFIC INFORMATION 2
4. SIGHT DISTANCE AT DRIVEWAY ENTRANCE 6
5. TRUCK OPERATION OPTION 6
6. PARKING REQUIREMENTS AND RECOMMENDED PARKING CONCEPT 8
7. CHARACTERISTICS OF NE 78TH STREET 8
8. RECOMMENDATIONS 8
Appendix A
Appendix B
Appendix C
Appendix D
LIST OF APPENDICES
Site Plan
Traffic Mechanical and Turning Movement Counts by MEI
Sight Distance at Intersection
City of Miami- Parking Requirements
LIST OF TABLES
Table 1- Mechanical Counts at NE 78th Street (East of NE 8th Court) 2
Table 2- Entering and Exiting Movements at NE 79th Street & NE 8th Court 2
Table 3- Traffic Volume on NE 78th Street (IN & OUT) 4
Table 4- Truck Volume along NE 78th Street 4
LIST OF FIGURES
Figure 1 - Site Location 1
Figure 2- Total Vehicles Turning Movement (AM & PM Peak Periods) ...... 3
Figure 3- Traffic Flow at Intersections 5
Figure 4- Truck Operation Option 7
Marlin Engineering, Inc. i
March 2013
MAKI
1. PURPOSE
MarineMax is an existing business development, located on the south side of SR 934/NW 79th
Street, 1,685 feet east of SR 5/ US-1 and 2,000 feet west of the sea, under the jurisdiction of the
City of Miami, Miami -Dade County, Florida (See Figure 1). The access driveway to the
development is at NE 78d' Street and NE 8th Court intersection. The purpose of this report is to
determine proper maneuvering for large trucks carrying boats in and out of the Marina and
minimize their impact on existing residential neighborhood. The study follows the City of Miami
and Miami -Dade County requirements for access driveways for commercial developments.
SR 934/ NE 79 STREET
Figure 1 - Site Location
2. EXISTING CONDITIONS
Field observations of existing conditions were conducted at the MarineMax street area. The
property is located on NE 79th Street with two access driveways, one served directly from
this arterial and a second one served through the intersection of NE 8th Court and NE 78th
Street. This intersection is the only entrance to the facility since the NE 79th Street entrance is
closed. NE 79th Street is a principal arterial with heavy traffic and it would be very unsafe to
use this entrance for access of trucks with boat -trailers. NE 78th Street is an undivided two -
Marlin Engineering, Ine.
Marc!, 2013
1111.1510
1
lane local roadway with 18-foot width pavement and 16-foot lawn shoulder on both sides of
the road. There are also partial segments of 5-foot width sidewalks on both sides of the
roadways. The Marina site is approximately 49,000 square feet (1.12 Acres), with a two-
story office building (5,000 sf. approx.). Immediately north and adjacent to the Marine
entrance, another business entrance (Auto Repair Center) is located on the west side of NE
8th Court. There are no posted speed limit signs, however, according to the City of Miami
standards, maximum speeds are 25 to 30 mph for local urban residential roads. See details of
site plan in Appendix A.
3. TRAFFIC INFORMATION
24-HR Counts Traffic Data
Existing weekday daily traffic were collected along NE 78th Street (24-hr traffic volume
classification) on October 24, 2012. Detailed results from the mechanical traffic count are
presented in Appendix B. For NW 78th Street, existing total vehicular daily volumes and Truck
Factor (T, Percentage of trucks)) are shown in Table 1. NE 78th Street is a low volume street
Table 1- Mechanical Counts at NE 78th Street (East of NE 8th Court)
SITE
LOCATION
Volume
(Two
Way)
EB
WB
T24%
Factor
4949
NE 78t Street/ East of
NE 8 Court.
622
381
241
12.06
Turning Movement Counts (TMCs)
The Marina development, one business (Auto Repair Center) located next door and the
residential area along NE 78th Street have access from NE 79th Street through NE 8th Court. To
estimate traffic servicing each of these facilities, Turning Movement Counts (TMCs) were
conducted during two peak traffic periods (7:00 to 9:00 AM and 4:00 to 6:00 PM) at the
intersection of NE 78th Street with NE 8th Court, and at NE 79th Street, (in and out volumes from
NE 8th Court). See detailed information on turning movement counts in Appendix B.
A summary of vehicles using NE 8th Court, entering or exiting to NW 79th Street and serving the
MarineMax, Auto Repair Center and NE 78th Street residential area, during AM and PM peak
hours are shown in Table 2. Display of vehicles movement for AM and PM peak periods are
shown in Figure 2 (Top view).
Table 2- Entering and Exiting Movements at NE 79th Street & NE 8th Court
In
Out
AM
45
30
PM
55
31
Marlin Engineering, Inc.
March 2013
2
MARU
MARINEMAX EAST INC.
MARINEMAX TRAFFIC
ASSESSMENT
MAR JN ENGINEERING INC.
NE 78th ST. Street
Total Volume Per
Peak Period
Total Vehicles Turning Movement (AM & PM Peak Periods)
Figure 2
From Table 2, for both AM and PM peak periods, the traffic entering from NE 79th Street is
about twice the traffic volume leaving this intersection.
Traffic on NE 78th Street
For AM and PM peak periods, NE 78th Street is shared by traffic serving MarineMax, Auto
Repair Center, and NE 79th Street at NE 8th Court intersection as indicated in Table 3. Display of
vehicles movement is shown in Figure 2 (Bottom view)
Table 3- Traffic Volume on NE 78th Street (IN & OUT)
Facility
EB
WB
AM
PM.
AM
PM
MarineMax
2
12
7
1
Auto Ctr
18
10
2
21
NW 79th St
18
43
24
16
In Table 3, it is observed that MarineMax has less traffic impact on NE 78th Street than the other
two mentioned facilities, during the AM and PM traffic peak periods.
Truck Traffic during Business Hours on NE 78th Street
There is no restriction for truck traffic on NE 78th Street. Regarding daily truck traffic volumes
along this road, a summary of eastbound and westbound traffic for Business and Off -Business
hours is shown in Table 4
Table 4- Truck Volume along NE 78th Street
8:00 AM — 6:00 PM
(Business Hours)
6:00 PM — 8:00 AM
(Off Business Hours)
Total of
Trucks
EB
35
19
54
WB
10
11
21
Both Directions
45
30
75
Total Percentage
60%
40%
100%
From Table 4, it should be noted that trucks volume during business hours schedule (60%) is
shared by the three facilities (including the MarineMax) and trucks volume within off -business
schedule (40%) is generated by other facilities while MarineMax is not open during this time.
Traffic Flow at Intersection
The traffic flows and volumes circulating at NE 78th Street and NE 8th Court intersection for AM
peak periods are shown in Figure 3. During the turning movement counts for AM and PM traffic
peak periods, only 4 light trucks were observed accessing the intersection one of them accessing
the Marina.
Marlin Engineering, Inc. 4
March 2013
4. SIGHT DISTANCE AT DRIVEWAY ENTRANCE
The Florida Department of Transportation Design Standard Number 546 requires a minimum
sight distance at driveways/ intersections based on design speed of the local road. Based on
the design speed for NE 78 Street of 30 mph, for a two- lane undivided roadway, the required
sight distance for a Combination. Vehicle is 510 feet. Appendix C shows the standard
requirements for sight distance applicable to the study. These requirements are met by the
existing Marina exit driveway.
5. TRUCK OPERATION OPTION
Truck movement plays an important role in a street design and towards a better traffic
operation, therefore it is needed to provide an adequate area ("sweep area") for the
dimensions of large trucks and their turning requirements. An adequate area would avoid
encroaching on sidewalks or damaging any landscaping or other fixed object within the
roadway right of way.
MarineMax, is served by truck traffic almost daily. Few times during the month, large trucks
carrying 40 to 50-feet boats are either parking or making hard maneuvers to access the
Marina, some times obstructing the traffic on NE 78th Street, and conflicting with residential
vehicular traffic entering or exiting NE 8th Ct.. Since other options like using the closed
entrance from NE 79a` Street are not safe for the operation of large trucks stopping for gate
opening when entering from a heavy volume arterial. A second option, using the existing
entrance has been developed, for the Marina's owner to accommodate all trucks, including
large trucks, and maneuvering inside the Marina when delivering or picking up boats. The
largest truck anticipated is the type WB-67 as defined by the American Association of State
Highways and Transportation Offices (AASHTO).
As shown in Figure 4, the maneuvering for large trucks will require three (3) steps. Details
of the maneuvering paths for each step are in shaded colors: enter movement in blue color,
reverse movement in red color and exit movement in amber color. For each maneuver was
used a turning radius of 40 feet for the WB-67 truck type. The proposed large truck operation
inside the Marina will facilitate the access of trucks from the NE 79th Street/ NE 8th Court
intersection and minimize the travelling of large trucks along NE 78th Street residential street.
Marlin Engineering, Inc. 6
March 20I3
MARU
MARINEMAX EAST INC.
MARINEMAX TRAFFIC
ASSESSMENT
4MARUNENGINEERUGINc.
Legend
# Veh AM
# Veh PM
(*) Include 1 Truck
Traffic Flow at Intersections
Figure 3
MIAMI - DADE COUNTY
NE 79th STREET
AUTO CENTER
MARINEMAX TRAFFIC ASSESMENT
MIARUN ENWNEEEINN INC.
LEGEND:
15.00' 53.00
4.00 18.50
WB-87 Feet
Tractor Wld[h
Trailer Wdth
Boat Wd8
Tractor Track
Trader Track
: 8.00
: 8.50
: 13.00
: 8.00
8.50
▪ ENTRANCE PATH
▪ REVERSE PATH
I��// ▪ EXIT PATH
PARKING SPACE
EXISTING FENCE
FIGURE 4 - TRUCK OPERATION OPTION
6. PARKING REQUIREMENTS AND RECOMMENDED PARKING CONCEPT
Parking requirements for the development should be according to the City of
Miami/Planning/Miami 21, adopted in April 2012 for Transect Zone T5-O (Urban Center
Zone). The parking standards apply as shown for individual Transect Zones set forth in
Article 4, Table 4 (See Appendix D).
For a total office area of 5,000 sf. Approx. (Two Story Building), the minimum parking
requirement is 15 spaces (3 parking spaces for every 1,000 square feet of office use). Based
on the site plan, eight (8) parking spaces are recommended to be located inside the Marina's
right of way next to the street and perpendicular to the fence, and the remaining seven (7)
spaces (including one handicapped) to be located perpendicular to the office building inside
the Marina. Figure 4 illustrates the two recommended parking zones.
7. CHARACTERISTICS OF NE 781n STREET
The NE 78th Street with 60-foot right-of-way (R/W) is considered a local roadway according
to 2011 FDOT Manual Of Uniform Minimum Standards commonly known as the
"Florida Green Book". The road meets the standards criteria as Local Road with the
following characteristics:.
• Speed of 30 MPH for urban road without speed restrictions.
• Minimum Lane width is 10 feet but reduced width of 9 feet as indicated from field
measurements.
• However, the road meets requirement according to Chapter 3, Section A of the
Green Book, where Rf W and - --Pavement width requirement is reduced, the reduced
lane width is acceptable under certain conditions: "The 20-year projected ADT is
less than 750 vehicles per day and the design year projected peak hourly volume
is100 vehicle per hour or less."
Truck traffic is not restricted on NE 78th Street. However, field observations indicated some
physical and operational deficiencies along this local road. Truck traffic serving the Marina
and other business at the intersection is also impacting the residential neighborhood.
8. RECOMMENDATIONS
• Large trucks operation inside the property as depicted in Figure 4. f
• A minimum of 15 parking spaces are required within the Marina's property. Eight (8)
parking spaces will be located on the Marina's right -of way outside the fence, and the
remaining seven spaces (including one handicapped) will be located perpendicular to the
office building. Figure 4 illustrates the two proposed parking zones,
• Improve the Marina fence and gate of current entrance. The minimum opening gate
entrance will be 24 feet of wide to meet the standards requirement.
• Based on FDOT standards, the existing Sight Distance (510 feet) should be maintained
for vehicles safe exiting from the Marina,
Marlin Engineering, Inc 8
March 2013
MARU
TRAFFIC ASSESSMENT
FOR
"MARINEMAX"
City of Miami
Prepared for:
MarineMax East Inc.
November 15, 2012
APPENDIX A
Site Plan
Marlin Engineering, Inc.
November 2012
APPENDIX B
Traffic Mechanical Counts
And
Turning Movement Counts
(Performed by MEI)
Marlin Engineering, Inc.
November 2012
County: 87
Station: 4949
Description: NE 78 Street -East of NE 8 CT
Start Date: 10/24/2012
Start Time: 0000
Direction: E
Direction: W Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 1 1 0 0 2
0100 1 0 0 0 1
0200 0 0 1 0 1
0300 0 0 0 0 0
0400 0 0 1 0 1
0500 1 0 1 2 4
0600 7 4 2 3 16
0700 2 3 2 8 15
0800 7 6 5 5 23
0900 6 8 4 1 19
1000 1 7 7 2 17
1100 5 5 3 9 22
1200 6 5 7 6 24
1300 2 2 9 4 17
1400 10 2 4 3 19
1500 6 2 5 4 17
1600 9 8 9 15 41
1700 7 5 6 5 23
1800 6 12 17 6 41
1900 6 7 3 5 21
2000 8 9 3 3 23
2100 7 6 6 0 19
2200 2 1 3 4 10
2300 1 1 1 2 5
1 0 0 0 1
1 0 0 0 1
0 0 1 0 1
0 0 0 0 0
0 0 0 0 0
0 0 2 5 7
6 4 4 2 16
1 3 2 11 17
4 5 3 4 16
6 5 2 1 14
0 5 2 4 11
1 2 2 4 9
3 2 5 4 14
1 3 5 3 12
5 2 3 3 13
5 0 4 1 10
3 4 7 11 25
2 2 4 5 13
2 8 5 3 18
4 4 2 4 14
8 7 1 0 16
3 2 2 0 7
0 0 2 2 4
1 0 0 1 2
3
2
2
0
1
11
32
32
39
33
28
31
38
29
32
27
66
36
59
35
39
26
14
7
24-dour Totals: 381 241 622
Peak Volume Information
Direction: E Direction: W Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 1145 27 0745 23 0745 49
P.M. 1815 41 1600 25 1600 66
Daily 1815 41 1600 25 1600 66
Truck Percentage 14.17 8.71 12.06
Classification Summary Database
Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol
E 5 253 69 11 32 6 0 0 3 2 0 0 0 0 0 54 381
W 20 172 28 3 14 3 0 0 1 0 0 0 0 0 0 21 241
Page 1
CLIENT; MarineMax East Inc.
JOB.; 2012018
PROJECT: Marine Traffic Assessment
County: Miami -Dade
Marlin Engineering, Inc
2191 NW 97th Avenue
Miami,Florida 33172
Ph: (305) 477-7575
inted- Ped Cars - Trucks
File Name : AM_PM
Site Code : 00000000
Start Date : 10/25/2012
Page No : 1
Southbound
NE8CT
NE78ST/79ST
Westbound
NE8CT
Northbound
NE78ST/79ST
Eastbound
Start Time
Left
Thru
Right
Peds
App"
Total
Left
Thru
Right
Peds
App•
Total
Left
Thru
Right
Peds
App'
Total
Left
Thru
Right
Peds
APP.
Total
Int.
Total
Factor
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
07:00 AM 0
07:15 AM 0
07:30 AM 0
07:45 AM 0
0
0
0
1
0
0
1
1
0
0
0
0
0
0
1
2
0
1
0
3
2
1
3
5
0
0
0
1
0
0
0
0
2
2
3
9
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
1
1
0
2
2
2
0
4
0
0
3
6
0
0
0
0
3
3
3
12
5
5
7
24
Total 0
1
2
0
3
4
11
1
0
16
0
0
1
0
1
4
8
9
0
21
41
08:00 AM 0 1 0 0
08:15AM 0 0 0 0
08:30 AM 0 0 1 0
08:45 AM 0 0 0 1
Total 0 1 1 1
1
0
1
1
3
04:0D PM 1 0 0 0 1
04:15PM 0 0 0 0 0
04:30 PM 0 0 0 0 0
04:45 PM 0 0 0 0 0
Total 1 0 0 0 1
05:00 PM 0 0 0 0 0
05:15 PM 0 0 0 0 0
05:30 PM 0 0 0 0 0
05:45 PM 0 0 0 0 0
Total 0 0 0 0 0
Grand Total 1 2 3 1 7
Apprch % 14.3 28.6 42.9 14.3
Total % 0.5 1.1 1.6 0.5 3.8
0 2 0 0 2
1 4 0 0 5
1 1 0 0 2
1 3 2 0 6
3 10 2 0 15
O 3 0 0 3
O 0 1 0 1
O 1 0 0 1
0 2 0 0 2
0 6 1 0 7
1 3 1 0 5
0 0 0 0 0
0 0 0 0 0
0 4 1 0 5
1 7 2 0 10
8 34 6 0 48
16.7 70.8 12.5 0.0
4.3 18.4 3.2 0.0 25.9
2 0 0 0
0 0 1 0
1 0 0 0
1 0 0 0
4 0 1 0
2
1
1
1
5
1 1 2 0 4
1 0 1 0 2
2 0 1 0 3
1 0 5 0 6
5 1 9 0 15
3 0 1 0 4
3 0 0 0 3
1 0 2 0 3
1 0 1 0 2
8 0 4 0 12
17 1 15 0 33
51.5 3.0 45.5 0.0
9.2 0.5 8.1 0.0 17.8
0 2 4 0 6
2 4 2 0 8
1 1 1 0 3
0 3 2 0 5
3 10 9 0 22
1 5 1 0 7
0 3 5 0 8
0 7 0 0 7
0 1 1 0 2
1 16 7 0 24
O 11 1 0 12
2 3 0 0 5
O 6 1 0 7
O 6 0 0 6
2 26 2 0 30
10 60 27 0 97
10.3 61.9 27.8 0.0
5.4 32.4 14.6 0.0 52.4
11
14
7
13
45
15
11
11
10
47
21
8
10
13
52
185
Marlin Engineering, Inc
2191 NW 97th Avenue
Miami,Florida 33172
Ph: (305) 477-7575
File Name : AM_PM
Site Code : 00000000
Start Date : 10125/2012
Page No : 2
NE 8 CT
Southbound
NE 78 ST179 ST
Westbound
NE 8 CT
Northbound
NE 78 ST/79 ST
Eastbound
Start Time
Left Thru Right
Peds
App.
Total
Left
Thru
Right
Peds
App.
Total
Left
Thru
Right
Peds
App.
Total
Left
Thru
Right
Peds
App.
Total
Int.
Total
Peak Hour From 07:00 AM to 08:45 AM - Peak 1 of 1
Intersection 07:30 AM
Volume 0 2 2 0 4
Percent 0.0 50.0 50.0 0.0
07:45 Volume 0 1 1 0 2
Peak Factor
High Int. 07:45 AM
Volume 0 1 1 0 2
Peak Factor 0.500
Peak Hour From 07:00 AM to 08:45 AM - Peak 1 of 1
By Approach 07:15 AM
Volume 0 2 2 0 4
Percent 0.0 50.0 50.0 0.0
High Int. 07:45 AM
Volume 0 1 1 0 2
Peak Factor 0.500
4 14 1 0 19
21.1 73.7 5.3 0.0
3 5 1 0 9
07:45 AM
3 5 1 0 9
0.528
07:30 AM
4 14 1 0 19
21.1 73.7 5.3 0.0
07:45 AM
3 5 1 0 9
0.528
2 0 2 0 4
50.0 0.0 50.0 0.0
0 0 1 0 1
08:00 AM
2 0 0 0 2
0.500
07:45 AM
3 0 2 0 5
60.0 0.0 40.0 0.0
08:00 AM
2 0 0 0 2
0.625
4 10 15 0 29 56
13.8 34.5 51.7 0.0
2 4 6 0 12 24
0.583
07:45 AM
2 4 6 0 12
0.604
07:30 AM
4 10 15 0 29
13.8 34.5 51.7 0.0
07:45 AM
2 4 6 0 12
0.604
Martin Engineering, Inc
2191 NW 97th Avenue
Miami,Florida 33172
Ph: (305) 477-7575
File Name : AM_PM
Site Code : 00000000
Stara Date : 10/25/2012
Page No : 3
NEBCT
Souhbound
NE78ST/795T
Westbound
NE8CT
Northbound
NE78ST179ST
Eastbound
Start Time
Left
Thru Right
Peds
App'
Total
Left
Thru
Right
Peds
App'
Total
Left
Thru
Right
Peds
App.
Total
Left
Thru
Right
Peds
App.
Total
Int.
Total
Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1
04:15 PM
0 0 0 0
0.0 0.0 0.0 0.0
0 0 0 0
Intersection
Volume
Percent
05:00 Volume
Peak Factor
High Int.
Volume
Peak Factor
0
0
0 0 0 0 0
Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1
By Approach 04:00 PM
Volume 1 0 0 0 1
Percent 100.0 0.0 0.0 0.0
High Int. 04:00 PM
Volume 1 0 0 0 1
Peak Factor 0.250
1 6 2 0
11.1 66.7 22.2 0.0
1 3 1 0
05:00 PM
1 3
9
5
1 0 5
0.450
05:00 PM
1 7 2 0 10
10.0 70.0 20.0 0.0
05:00 PM
1 3 1 0 5
0.500
7 0 8 0 15
46.7 0.0 53.3 0.0
3 0 1 0 4
04:45 PM
1 0
5 0 6
0.625
04:30 PM
9 0 7 0 16
56.3 0.0 43.8 0.0
04:45 PM
1 0 5 0 6
0.667
0 22 7 0 29
0.0 75.9 24.1 0.0
fl 11 1 0 12
05:00 PM
0 11 1 0 12
0.604
05:00 PM
2 26 2 0 30
6.7 86.7 6.7 0.0
05:00 PM
0 11 1 0 12
0.625
53
21
0.631
CLIENT: MarineMax East Inc.
JOB.: 2012018
PROJECT: Marine Traffic Assessment
County: Miami -Dade
Marlin Engineering, Inc
2191 NW 97th Avenue
Miami,Florida 33172
Ph: (305) 477-7575
Groups Printed- Trucks
File Name : AM_PM
Site Code : 00000000
Start Date : 10/25/2012
Page No : 1
NE 8 CT
Southbound
NE 78 ST/79 ST
Westbound
NE 8 CT
Northbound
NE 78 ST/79 ST
Eastbound
Start Time
Left
Thru
Right
Peds
App�
Total
Left
Thru
Right
Peds
App•
Total
Left
Thru
Right
Peds
App.
Total
Left
Thru
Right
Peds
App.
Total
Int.
Total
Factor
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
08:45 AM 0 0 0
Total 0 0 0
0
0
O 0 0 0
0
0 0 0 0 0
O 0 0 0 0 0 1 0 0 1
0 0 0 0 0 0 1 0 0 1
04:OO PM 0 0 0 0 01 0 0 0 0 0 I 0 0 0 0 0 I 0 1 0 0 1 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1
Total 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 0 2
Grand Total 0 0 0 0 0
Apprch % 0.0 0.0 0.0 0.0
Total % 0.0 0.0 0.0 0.0 0.0
O 0 0 0 0
0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
O 0 1 0 1
0.0 0.0 100.0 0.0
0.0 0.0 25.0 0.0 25.0
0 2 1 0 3
0.0 66.7 33.3 0.0
0.0 50.0 25.0 0.0 75.0
2
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s)pnil # IPA l4°1#
APPENDIX D
City of Miami
Parking Requirements
Marlin Engineering, Inc.
November 2012
MIAMI 21
AS ADOPTED - APRIL 2012
ARTICLE 4. TABLE 4 DENSITY, INTENSITYAND PARKING (CONTINUED)
T5 - URBAN CENTER ZONE
RESTRICTED
LIMITED I OPEN
LENSITY(UPA)
65 UNITS PER ACRE
65 UNITS PER ACRE
65 UNITS PER ACRE
RESIDENTIAL
Res ldentialUsesare permissible aslisted InTable 3,limited
by compliance with:
• Minimum el 1.5 parking spaces per Dwelling Unit.
• Minimum of 1 additional visitor parking space for every
10 Dwelling Units.
• Adult Famlly-Care Homes - Minimum 1 space per staff
member and 1 space per 4 residents.
• Community Residence - Minimum of 1 parking space par
staff member in addition to the parking required for the
principal Dwelling Unit(s).
• Parking requirement may be reduced according to the
Shared parking standard, Article 4, Table 5.
• Minimum of 1 Bicycle Rack Space for every 20 vehicular
spaces required.
Parking ratio may be reduced within % mile radius of
•TOD or within'/. mile radius of a Transit Corridor by thirty
percent (30%) by process of Waiver, except when site is
wdl0rl 500feet of T3.
• Loading • See Article 4, Table 5
Residential Uses are permisslbleasiislodInTable 3,limited
by compliance with:
• Minimum of 1.5 parking spaces per Dwelling Unit.
• Minimum of 1 additional visitor parking space for every
10 Dwelling Units,
• Live -work - Work component shall provide parking as
required by the non-residential use in addition to parking
required for the Dwelling Unit.
• Adult Family -care Herres - Minimum 1 space per staff
member and 1 space per 4 residents.
• Community Residence - Minimum oil parking space per
staff member In addition to the parking required for the
Pr ncipal Dwelling Unit(s).
• Parking requirement may be reduced according to the
Shared parking standard, Article 4, Table 5.
• Minimum of 1 Bicycle Rack Space for every 20 vehicular
spaces required.
• Parking ratio may be reduced within'/ mile radius of
TOD orwithin'/, mile radius of a Transit Corridor by thirty
percent (30%) by process of Waiver, except when site is
within 500 feet of T3,
• Parking may be provided by ownership or lease ofisite
within 1000 feet by process of Waiver, except when site
is within 500 feet of T3.
• Loading - See Article 4, Table 5
Residential Uses are permissible as listed in Table3,limited
by compliance with:
• Minimum of 1.5 parking spaces per Dwelling Unit,
• Minimum of 1 additional visitor parking space for every
10 Dwelling Units.
• Live -work - Work component shall provide parking as
required by the non-residential use In addition to parking
required for the Dwelling Unit,
• Adult Family -Care Homes - Minimum 1 space per staff
member and 1 space per 4 residents,
• Community Residence - Minimum oft parking space per
staff member in addition to the parking required for the
principal Dwelling Unit(s),
• Parking requirement may be reduced according to the
Shared parking standard, Article 4, Table 5.
• Minimum of 1 Bicycle Rack Space for every 20 vehicular
spaces required.
• Parking ratio may be reduced within Y. mile radius of
TOD orw€thin'J.mile radius of a Transit Cerridorbythirty
percent (30%) by process of Waiver, except when site is
within 500 feet of T3.
• Packing may be provided by ownership or lease ensile
within 1000 feet by process of Waiver, except when site
is within 500 feet of 1-3.
• Loading - Sae Article 4, Table 5
I LODGING
Lodging Uses are permissible es listed in Table 3.
• Minimum of 1 parking space for every 2 lodging units.
• Minimum of 1 additional visitor parking space for every
10 lodging units.
• Parking requirement may be reduced according to the
Shared parking standard, Article 4, Table 5,
• Minimum of1Bicycle Rack Space for every 20vehicular
spaces required.
• Parking ratio may be reduced within Yr mile radius of
TOD orwithin'14 mile radius ofaTransit Corridor bythirty
percent (30%) by process of Waiver, except when site is
within 500 feet of 73.
• Parking may be provided by ownership or lease offsite
within 1000 feet by process of Waiver, except when site
Is within 500 feet of 73.
• Loading - See Article 4, Table 5
Lodging Uses are permissible as listed in Table 3.
• Minimum of 1 parking space for every 2 lodging units.
• Minimum of 1 additional visitor parking space for every
10 lodging units.
• Parking requirement may be reduced according to the
Shared park€rag standard, Article 4, Table 5.
• Minimum of1Bicycle Rack Seamier every 20vehicular
spaces required.
• Parking ratio may be reduced within''/ mile radius of
TOD or within %mile radius of a Transit Corridor by thirty
percent (30%) by process of Waiver, except when site Is
within 500 feet of T3.
• Parking may be provided by ownership or lease offsite
within 1000 feet by process of Waiver, except when site
is within 500 feet of T3,
• Loading - See Article 4, Table 5
Lodging Uses are permissible as listed in Table 3,
• Minimum of i parking space for every 2 lodging units.
• Minimum of 1 additional visitor parking space for every
10lodging units.
• Parking requirement may be reduced according to Me
Shared parking standard, Article 4, Table 5.
• Minimum of 1 Bicycle Rack Space for every 26 vehicular
spaces required,
• Parking rage may be reduced within % mile radius of
TOD orwithin %mile radius oil a Transit Corridor by thirty
percent (30%) by process of Waiver, exceptwhen site is
within 500 feet of T3.
• Parking may be provided by ownership or lease offsite
within 1000 feet by process et Waiver, except when site
is within 500 feet of T3.
• Loading - See Article 4, Table 5
OFFICE
Office Uses are permissible as listed in Table 3, limited
by compliance with:
• The first and second Story of the Principal Building and
Office and Commercial Uses shall be less than 25%
Building floor area total
• Minimum of 3 parking spaces far every 1,000 square
feet of office use.
• Parking requirement may be reduced according to the
Shared parking standard, Article 4, Table 5.
• Minimum of 1 Bicycle Rack Space for every 20 vehicular
spaces required.
• Parking ratio may be reduced within %mite radius of
TOD orwithin 1. mile radius ofaTransit Corridor bythirty
percent (30%) by process of Waiver, except when site is
within 500 feat of T3.
• Parking may be provided by ownership or lease offsite
within 1000 feet by process of Waiver, except when site
is within 500 feel of T3.
• Loading - See Article 4, Table 5
Office Uses are permissible as listed In Table 3, limited
by compliance with:
• Minimum of 3 parking spaces for every 1,000 square
feet of office use.
• Parking requirement may be reduced according 10 the
Shared parking standard, Article 4, Table 5.
• Minimum of 1 Bicycle Rack Space for every 20 vehicular
spaces required.
• Parking ratio may be reduced within % mile radius at
TOD orwithin %mile radius of a Transit Corridor by thirty
percent (30%) by process of Waiver, except when site is
within 500 feet of 73.
• Parking may 50 provided by ownerohip or lease otfslfe
within 1000 feet by process of Waiver, except when site
is within 500 lent of T3.
• Loading - Sae Article 4, Table 5
EV12
APPENDIX C
Sight Distance at Intersection
Marlin Engineering, Inc.
November 2012
41=
- -• • :4:: ::
. ... ........
Linnit Of Clear Sight
dL
r, Crossroad
:::! ........
Lirflit of Clear Sight
dr
4-1-
a
Design
Speed
d
dL
dr
30
335
240
150
35
390
275
175
40
445
315
200
45
500
350
225
50
555
390
250
55
610
430
275
60
665
470
300
65
720
510
325
Passenger Vehicle
Design
Speed
d
dL
dr
30
420
295
190
3.5
490
345
220
40
560
395
25
45
630
445
28 t
50
700
495
310
55
770
545
345
60
840
595
375
65
910
545
405
.SU Vchide
i ID
CI) qj
44
0 U7
d
'dL
dr
30
510
350
225
35
595
420
265
40
680
480
305
45
785
540
340
50
845
600
375
55
930
660
415
6 60
1015
720
450
65
1100
780
490
Corrit-inatiort Vehicle
SIGHT DISTANCE (d) AND RELATED DISTANCES (dL, dr) (FEET)
2 LANE UNDIVIDED
REZONING' :APPLICATION
MIAMI 21
Welcome to the City of Miami! This application is intended to serve as a guide in assisting you
with our public hearing process. Please feel free to contact us, should you have any questions.
The deadline to file the complete application with supporting documents is the last five working
days of each month from 8:00 am :until 3:00 pm, except on the fifth day, until 12:00 pm.
The application submittal date is the date stamped by Hearing Boards' staff on this page.
The responses to this application must be typed and signed in black ink. All pertinent and
accurate information/documentation; i.e., the plans, reports, exhibits, shall be presented at the
time of filing, in addition to the paid receipt. The applicant is responsible for the accuracy of the
information contained in the application and all supporting materials. Should you wish, you
could bring the materials to our office for review before the deadline to ensure completeness.
You will be responsible, if needed, to bring an interpreter for the English language to any
presentation before city boards, committees and the city commission. A valid power of attorney
will be required if neither applicant or legal counsel representing the applicant execute the
application or desire to make a presentation before city boards, • committees and the city
commission. All documents, reports, studies, exhibits (81/2x11") or other materials submitted
during this process will be kept as part of the record. Any documents offered to the Planning,
Zoning and Appeals Board and the City Commission, which have not been provided fifteen (15)
days before the meeting as part of the agenda materials will be entered into the record at the
discretion of the aforementioned Board and Commission.
ORDINANCE NO. 11469, CODIFIED IN CHAPTER 2, ARTICLE VI OF THE CITY CODE
STATES THAT ANY PERSON WHO RECEIVES COMPENSATION, REMUNERATION OR
EXPENSES FOR CONDUCTING LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST
WITH THE CITY CLERK, PRIOR TO ENGAGING IN LOBBYING ACTIVITIES BEFORE CITY
STAFF, BOARDS, COMMITTEES AND THE CITY COMMISSION. A COPY OF SAID
ORDINANCE IS AVAILABLE IN THE OFFICE OF THE CITY CLERK (MIAMI CITY HALL),
LOCATED AT 3500 PAN AMERICAN DRIVE, MIAMI, FLORIDA, 33133.
Ordinance No. 12918 states that each person or entity requesting approval, relief or other action
from the City Commission or any of its boards, authorities, agencies, councils or committees
regarding any issue, shall disclose at the commencement (or continuance) of the public
hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, for an
agreement to support or withhold objection to the requested approval, relief or action. The
Disclosure of Consideration Provided or Committed for Agreement to Support or Withhold
Objection Affidavit included in this package must be submitted with the application. The
applicant must, at the commencement of any public hearing on the issue, if there is any
disclosure to report, read the disclosure into the record. Also, the applicant must supplement
the affidavit if there is any new information or additional information to disclose.
Copies of City Commission resolutions and ordinances can be obtained at our website through
the "Legislative Hub", or for certified copies, contact the City Clerk's Office at 305-250-5360.
Rev. 06-2011
CITY OF MIAMI
HEARING BOARDS
Ph: 305-416-2030
444 SW 2nd Ave 7th Floor Miami, FL 33130
www.miamigov.com/hearing_boards
2
REZOr:IN1::IAP.PLICATI ON
'lease refer toiArticle, 712'8 of the Miami 21 Code for Rezoning information.
Applicants) , Lynn M .`Summers .Autho"razed Representative for MarineMax East, Inc., Owner
r! J i!.'y lYitl i 1YNn 1,7 e
Subject property address(es) and folio; number(s): 840 NE 78tfi Street —Folio # 0132070163860
Present zoning designation(s) '/ T5 R
roposted zoning designations)
-s ,
'er`Miamiz21;�Article1 2 8 c'2' (g), an analysis of the properties within a one-half mile radius of
thseubjeCt property, including aerial photo of the site as to why the present zoning designation is
inappropriate. and. proposedzoning designation is appropriate.
6. One (1) original, two (2) 11x17' copies and one (1) 8%c11 copy of the survey of the property prepared
by a State of Florida registered land surveyor within six (6) months from the date of the application.
7. A clear and legible copy of the recorded warranty deed and tax forms of the most current year
showing the present owner(s) and legal description of the property to match the legal description on
the survey.
8. A clear and legible copy of the subject property address(es) and legal description(s) on a separate
sheet, labeled as "Exhibit A', to match with the current surveys legal description.
9. At least two photographs showing the entire property showing land and improvements.
10. Copy of the lobbyist registration processed by the Office of the City Clerk, if applicable.
11. Affidavit of Authority to Act and the Disclosure of Ownership of all ownef-aid contract purchasers, if
applicable -of the subject property.
12. For all corporations and partnerships indicated:
a) Articles of Incorporation;
b) Certificate from Tallahassee showing good standing, less than one (1) year old;
c) Corporate Resolution or a Power of Attorney signed by the secretary of the Corporation
authorizing the person who signed the application to do so;
d) Non-profit organizations: A list of Board of Directors less than one (1) year old.
13. Certified list of owners of real estate within 500 feet of the subject property.
14. Original Disclosure of Consideration Provided or Committed for Agreement to Support or Withhold
Objection Affidavit.
15. Original Public School Concurrency Management System Entered Requirements form.
16. The subject property(ies) cannot have any open code enforcement/lien violations.
Rev. 06-2011
CITY OF MIAMI
HEARING BOARDS
Ph; 305-416-2030
444 SW 2nd Ave 7th Floor Miami, FL 33130
www.miamigov.com/hearing.boards
3
RE
LICATION
e acreage oflhe7project/property site? .25 acres —10,970 sq. feet
v v
•
het is,theFpurposeiof`t,his_application/nature of proposed use? To conform zoning with use as
5�( P 3 � a,r. ll �.:_
a MarineiuRelated;Comrnercial Facility and correct code enforcement violation.
£ ' -1i 1'a' l ;'ya
`s the property within the boundaries of a historic site historic district or rcheo o i al zone? lease
contactthe11Plannin� De ert�ment on the 3rd Floor for information d
';':I t J L
Is the property within the boundaries,rof'an Environmental Preservation. Distri ea contacthe
Planning'',Department_onithe'3 d Flopri for information. I V V, )ii-1Yh.
20. Cost of, processin g'according,to Section 62-156 of the Miami City Code*:
Change of}ioning classification to:
a. CS, T3-R, T3-L, T3-0, per square foot of net lot area
Minimum
0'
b. T4-R, T4-L, T4-O, T5-R, T5-L, T5-O, T6-R, T6-L, CI, per square foot of
net lot area
Minimum
c. T6-8 0, T6-12 0, T6-24 0, D1, D2, D3, per square foot of net lot area
Minimum
d. T6-36 0, T6-48 0, T6-60 0, T6-80, CI -HD, per square foot of net lot area
Minimum
$ .15
$ 635.00
$ .20
$ 750.00
$ .25
$ 900.00
$ .30
$ 1,000.00
Public hearing and public meeting mail notice fees, including cost of handling
and mailing per notice $ 3.50
*Pursuant to • dinance 1271 , all planning and zoning fees in excess of $25, 000.00, shall be paid in
the form of a c: rtified chick, shier's check, or money order.
Signature
Name Lynn M. mmers, Representative 1910 N.W. 13th Street, Miami, Florida 33125
MarineM.• East, Inc.
Telephone: 305-794-7599
STATE OF FLORIDA -- COUNTY OF MIAMI-DADE
Tripforegoing was a knowled
20 I, , by f1n
d efrA�rlethis
a(n) individual/partner/agbnt/corporation of
individual/partnership/corporation. He/She is personally known to me or who has produced
as identification and who did (did not) take an oath.
E-mail: Imsum@earthlink.net
14_ I
day of \I V
who is
i,I ,°,,,,, ANEL RODRIGUEZ
, � 1�', MY COMMISSION 0 EE 101837
•'.till
_:yam EXPIRES: June 12, 2015
4;:tr, y " Bonded rnru Notary Public UndenRiten
Rev. 06-2011
CITY OF MIAMI
HEARING BOARDS
Ph: 305-416-2030
444 SW 2nd Ave 7dh Floor Miami, FL 33130
www.miamigov.com/hearing_boards
a(n)
4
LICATION
s'. :OF AUTHORITY TO ACT
fi i ,ri�� .�
Before me this day, the undersigned personally appeared Lynn M. Summers
`i . , who being by me first deposes and says:
I i ;
at he/she is the ;owner or the legal representative of the owner, submitting the public hearing
application�as required by thefCodeofa�theyCity of Miami, Florida, affecting the real property located in
the City of,Miami, aslisted .on the:foregoing pages.
2. That' all�owners',)who he/she repres.ents, if any, have given his/her full and complete permission for
him/hereto ,act: in-his/her-behaif for'the change or modification of a classification or regulation of zoning
as set out in'the foregoing`petition, including including responses to day to day staff inquires.
3. That the foregoing and following pages are part of this affidavit and contain the current names, mailing
addresses, telephone numbers and legal descriptions of the real property of which he/she is the owner
or legal representative.
4. That the facts, as represented in the application and documents submitted in conjunction with this
affidavit, are true and correct.
Further Affiant sayeth not.
Lynn M. Summers
Applicant(s) Name Applica s) Signature
STATE OF FLORIDA -- COUNTY OF MIAMI-DADE
The foregoing was acknowledge efore me this c,__re., ? l> day of
`1 c,
20 (I , by L L , v) 1`f . H,. ,. 1 v i e i . S
a(n) individual/partner/agent/corporation of a(n)
individual/partnership/corporation. He/She ispersonall r_known to me or who has produced
/, )- as identification and who did (did not) takf an oath.
(Stamp)
Rev. 06-2011
ignature
CITY OF MIAMI
HEARING B OARDS
Ph: 305-416-2030
444 SW 2nd Ave 7th Floor Miami, FL 33130
www.miamigov.com/hearing_boards
who is
5
CORPORATE RESOLUTION
OF
MARINEMAX EAST, INC
The undersigned director of MarineMax East, Inc., a Delaware Corporation (the
"Company"), does hereby certify that the Company is a valid corporation organized and
existing under the laws of the State of Delaware, and does hereby further certify that I am
making the following Resolution in accordance with the Articles of Incorporation of the
Company.
RESOLVED, that Lynn M. Summers, Principal, d/b/a Community Technologies
1910 NW 13th Street, Miami, Florida 33125 is hereby authorized for this specific purpose
and directed to do whatever may be necessary and appropriate to effect the rezoning of
MarineMax East, Inc. property located at 840 NE 78t' Street, Miami, Florida — Folio
0132070163860, and said individual is hereby authorized and directed to execute in the
name and on behalf of the Company and all documents necessary or proper to carry into
effect this Resolution.
I further certify that the copy of the Resolution shown above is true and correct
and the same has not been modified and rescinded.
IN WITNESS WHEREOF, I have hereunto set my hand as Director of the
Company in accordance with the Articles of Incorporation.
Dated this /rday of July, 2011.
MarineMax East, Inc.
(2/
Michael H. cLamb
Director
URE OF OWNERSHIP
IIY�1
�List the owner(s) of,,the subject property sand percentage of ownership. Note: The Miami City Code
ry requires (disclosure, rof1iall parties having a�financial interest, either direct or indirect, with respect to a
t )ipresentation, requesta orpetitiori. Accordingly, disclosure of shareholders of corporations, beneficiaries
`:: of, trustsk and/or an ;other interested , arties, together with their address(es) andproportionate interest
:e, requ�i'red. Pleae` supply additional lists if necessary.
Ow`ners`Name(es)-See a tacheddescnption of ownership of MarineMax East, Inc., and diagram.
•
Percentage,,of
Subject Property Address(es)
2. List all street address(es) and legal description(s) of any property located within 500 feet of the subject
property owned by any and all parties listed in question #1 above. Please supply additional lists, if
necessary.
Street Address(es):
See attached list of owners.
Lynn M. Summers, Representative
Owner(s) or Representative Name
STATE OF FLORIDA -- COUNTY OF MIAMI-DADE
Legal Description(s):
Owner or Representative Signature
The foregoing was acknowledged before me this av day of _. u_' (.,
20 I , by 1, 1 v- /-1 . r vv> vv) P 62 S J
a(n) individual/pat•ther/agent/corporation of a(n)
individual/partnership/corporation. He/She is ersonally known to me or who has produced
\\�\�„mlii3Oratification and who did (did not a -: n oath.
�e���\P t`; ss10WE/ss
* •,N p• • �i�
o �'et� eti8, '.
(Stamp) ? o e�° �o9F� •�*
gam m cm=
i l3 q29
*49 ��Bliil� Ct�� \\'
Rev. 06-2011
ignature
CITY OF MIAMI
HEARING BOARDS
Ph: 305-416-2030
444 SW 2nd Ave 7th Floor Miami, FL 33130
www.miamigov.com/hearing_boards
who is
6
MarineMax, Inc. Post Restructuring
Organizational Chart
f = MarineMax USA
Dumas GP Inc.
11502 Dumas (Incl. Dumas GP LLC & MerineMtax TX, LP)
MarineMax of Arizona, Inc,
MarineMax of Minnesota, Inc,
MarineMax of Las Vegas, Inc.
MarineMax of Utah, inc.
MarineMax of Colorado Inc,
MarineMax of California, Inc.
Harrison's Realty CA, LLC
Harrison's Realty, LLC
C&N Marina LLC
Walker Marina Realty LLC
Marina Drive Realty I LLC
Marina Drive Realty II LLC
2+� MarineMax of North Carolina, Inc.
MarineMax of Georgia, Inc.
MarineMax of Missouri, Inc.
MarineMax of Ohio, Inc.
Boating Gear Center
Bassett Boat Company
Bassett Realty, LLG
Guifwtnd South Realty, LLC
Florida Partnership Structure including:
MarineMax of Southeast Florida, LLC
MarineMax of Central Florida, LLC
MarineMax of Southwest Florida, LLC
MarineMax Motor Yachts, LLC
• MarineMax of Sarasota, LLC
- MarineMax International, LLC
3= MarineMax of New York, Inc.
MarineMax of New Jersey Holdings, Inc.
(Includes: MarineMax New Jersey GP,
Inc., MarineMax NJ Partners, Inc„ and
MarineMax Midallantic, LP.)
Board of Directors Page 1 of 1
, Board of Directors
Highlights I Board of Directors I Executive Officers I Committee
Composition
Hilliard M Eure III
Retired Managing Partner
KPMG, Tampa Bay Practice
John B Furman
Consultant for various domestic and international public and
private companies
Robert S. Kant, Esq.
Principle Shareholder
Greenberg Traurig
Russell J. Knittel
Executive Vice President
Synaptics Incorporated
William H. McGill, Jr.
Chairman of the Board, Chief Executive Officer and President
Michael H. McLamb
Executive Vice President, Chief Financial Officer and Secretary
Joseph A. Watters
Founding Chairman, Oceania Cruises
Dean S. Woodman
Retired Managing Director
ING Baring
http://phx.corporate-ir.net/phoenix.zhtml?c=105460&p=irol-govBoard 7/22/2011
Executive Officers Page 1 of 1
o Executive Officers
Highlights I Board of Directors I Executive Officers I Committee
Composition
William H. McGill, Jr.
Chairman of the Board, Chief Executive Officer, and President
Michael H. McLamb
Executive Vice President, Chief Financial Officer and Secretary
Edward A. Russell
Executive Vice President, Chief Operating Officer
Kurt M. Frahn
Vice President of Finance and Treasurer
Paulee Day
Vice President, General Counsel and Assistant Secretary
http://phx.corporate-ir.net/phoenix.zhtml?c=105460&p=irol-govManage 7/22/2011
Exhibit "A"
Legal Description
Lot 17, Block 22, of Shore Crest, According to the Plat Thereof
Recorded in Plat Book 10, Page 23, of the Public Records of
Miami -Dade County, Florida
F
PREPARED BY AND RETURN TO:
J. Matthew Marquardt, Esquire
Macfarlane Ferguson & McMullen
625 Court Street, Suite 200
Post Office Box 1669 (33757)
Clearwater, Florida 33756
QUIT CLAIM DEED
111111111111111111111111111111111111111111111
CFN 2008R0144104
OR Bk 26227 Pss 0666 - 668; (3pss)
RECORDED 02/21/2008 15:43:07
DEED DOC TAX 0.60
HARVEY RUVIH, CLERK OF COURT
MIAMI-DADE COUNTY, FLORIDA
THIS INDENTURE, made this 7 day of February, 2008, between MARINEMAX
OF SOUTHEAST FLORIDA, LLC, a Florida limited liability company, of the County of
Pinellas, and the State of Florida, Party of the First Part, whose mailing address is 18167 U.S.
Highway 19 North, Suite 300, Clearwater, FL 33764, and MARINEMAX EAST, INC., a
Florida corporation, of the County of Pinellas, and the State of Florida, Party of the Second
Part, whose mailing address is 18167 U.S. Highway 19 North, Suite 300, Clearwater, FL 33764.
WITNESSETH, that the said Party of the First Part, for and in consideration of the sum
of Ten and no/100 Dollars ($10.00), in hand paid by the said Party of the Second Part, the receipt
whereof is hereby acknowledged, has remised, released and quit claimed, and by these presents
does remise, release and quit claim unto the said Party of the Second Part all the right, title,
interest claim and demand which the said Party of the First Part has in and to the following
described lot, piece or parcel of land, situate lying and being in the County of Miami -Dade, State
of Florida, to wit:
See attached Exhibit "A" Legal Description
TO HAVE AND TO HOLD the same, together with all the singular the appurtenances
thereunto belonging or in anywise appertaining, and all the estate, right, title, interest and claim
whatsoever of the said Party of the First Part, either in law or equity, to the only proper use,
benefit and behoof of the said Party of the Second Part.
IN WITNESS WHEREOF, the said Party of the First Part has hereunto set our hand and
seal the day and year first above written.
—1—
Signed, Sealed and Delivered
in the Presence of:
MARINEMAX OF SOUTHEAST
FLORIDA, LLC
By:
Kurt Frahn, Assistant Secretary
STATE OF FLORIDA
COUNTY OF PINELLAS
I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly
authorized to administer oaths and take acknowledgments, Kurt Frahn, to me personally known
or who has produced as identification and who did take an oath,
and known to me to be the individual described in and who executed the foregoing instrument
and he/she acknowledged before me that he/she executed the same for the purposes therein
expressed.
WITNESS my hand and official seal at Clearwater said County and State, this day
of February, 2008.
yy Y
BARBMA PACK
Coming D00364620
Exposit 10/10726011
Bolded iris (600)432.4264;
FlonAA Nang Assn.. Inc 1
—2-
7
Notary Public
Print Name 1e6A8A KAU(
My Commission Expires: /D/20/DtS?
OR BK 26227 PG 0668
LAST PAGE
EXHIBIT "A"
PARCEL 1:
Beginning at the Northwest corner of Lot 1, Block 20, of Shore Crest, a subdivision as shown by
the Plat thereof, as recorded in Plat Book 10, Page 23, of the Public Records of Miami -Dade
County, Florida, run East 100 feet along the North line of said Lot; thence South to the North
Bank of Little River; thence Westerly along the North Bank of Little River 52.43 feet to the
Southwest corner of said Lot; thence Northerly along the West line of said Lot to the Point -of -
Beginning; less the North 5 feet and the East 50 feet thereof.
AND INCLUDING
A portion of Lot 1, Block 20, Shore Crest, according to the Plat thereof, recorded in Plat Book
10, Page 23, of the Public Records of Miami -Dade County, Florida, being more particularly
described as follows:
Commence at the Northwest corner of said Lot 1, Block 20, as platted; thence run in an Easterly
direction along the North line of said Lot 1, for 100.00 feet; thence deflect 91 degrees 03 minutes
45 seconds to the right and run South for 5.00 feet to the Point of Beginning; thence continue
south for 217.13 feet, more or less, to the sea wall on the North Shore of Little River; thence run
in a Southeasterly direction, along the said sea wall, for 183.61 feet; thence run North, along the
West right-of-way line of "River Walk", as shown on the aforesaid Plat of Shore Crest, for
130.11 feet, more or less, to a point of curvature; thence run in a Northwesterly direction, along a
circular curve to the left having a radius of 15 feet and a central angle of 73 degrees 57 minutes
30 seconds, for an arc distance of 19.36 feet to a point of tangency; thence run in a Northwesterly
direction, tangent to the last described circular curve, for 6.89 feet; thence deflect 106 degrees 02
minutes 30 seconds to the left and run South, along a Southeasterly extension of the West right-
of-way line of Northeast 8th Court, as shown on the said Plat of Shore Crest, for 12.19 feet;
thence run West, parallel to the aforesaid North line of Lot 1, for 147.52 feet; thence deflect 90
degrees to the right and run North for 100 feet; thence run West, parallel to and 5 feet South of
the said Northline of Lot 1, as shown on the Plat of Shore Crest, for 16.27 feet to the Point of
Beginning.
AND INCLUDING
The East Fifty (50) feet of the following described property:
Beginning at the Northwest corner of Lot 1, Block 20, of Shore Crest, a Subdivision as shown by
the Plat thereof recorded in Plat Book 10, Page 23, of the Public Records of Miami -Dade
County, Florida, thence run East 100 feet along the North line of said Lot; thence South to the
North bank of Little River; thence Westerly, along the North bank of Little River, 52.43 feet to
the Southwest corner of said Lot; thence Northerly along the West line of said Lot to the Point of
Beginning; less the North 5 feet thereof.
AND INCLUDING
Lot 17, Block 22, of Shore Crest, according to the Plat thereof recorded in Plat Book 10, Page
23, of the Public Records of Miami -Dade County, Florida.
PARCEL 2:
The Leasehold interest in and to that certain Sovereignty Submerged Lands Lease No.
130023826, from the Board of Trustees of the Internal Improvement Fund of the State of Florida,
as recorded in Official Records Book 23391, P{ages 1693 through 1705, of the Public Records
of Miami -Dade County, Florida.
h:\data\aty\jmm\marinemax\boatarama\qc deed 1.doc
-3-
CITY OFMIAMI
DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO
SUPPORT OR WITHHOLD OBJECTION
The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its
boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the
issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or
withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee,
commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or
implied, or any promise or agreement to provide any of the foregoing in the future.
Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2-653, and appearing before the City Commission or
any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners'
legal representative are not required to fill out this form.
NAME: Lynn M. Summers
(First Name)
(Middle) (Last Name)
HOME ADDRESS: 1910 NW 13th Street
(Address Line 1)
(Address Line 2)
CITY: Miami STATE: Florida ZIP: 33125
HOME PHONE: (305) 448-0997 CELL PHONE: (305) 794-7599
EMAIL: lmsumCearthlink.net
FAX: (305) 448-3467
BUS SINES S or APPLICANT or ENTITY NAME
MarineMax East, Inc.
BUSINESS ADDRESS: 840 NE 78th Street
(Address Line 1)
Miami, Florida
(Address Line 2)
1. Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board,
authority, agency, council, or committee.
Rezoning and Miami Neighborhood Comprehensive Plan Amendments.
2. Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to
support or withhold objection to the requested approval, relief or action?
YES X❑ NO
If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If
your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement.
Doc. No.:86543
3. Please provide the
or committed.
Name
a. 1Y IA
name, address
and phone number of the person(s) or entities to whom consideration has been provided
Address Phone#
7129- )10)
b.
c.
* Additional names can
4. Please describe the
NIli
be placed
natur of
A
on a separate
a consideration.
- 1)12.1p;)
page
attached
to this form.
5. Describe what is being
Ati
r qu
A
sted in exchange
'
1
for
the consideration.
ACKNOWLEDGEMENT
I hereby acknowledge that it is unlawful to employ any
Ordinance 12918 and such circumvention shall be deemed
or civil penalties that may be imposed under the City
disclosure requirement was not fully and timely satisfied
1. the application or order, as applicable,
effect; and
2. no application from any person
considered by the applicable boards)
nullification of the application or
PERSON SUBMITTING DISCLOSURE:
device,
Code,
the
or
order.
scheme
a violation
upon
following
shall
entity for
until expiration
OF COMPLIANCE
or artifice
of the
determination
may occur:
be deemed
the same
�
Ordinance;
a
to circumvent
by the
void without
issue shall
period of
the disclosure requirements of
and that in addition to the criminal
City Commission that the foregoing
further force or
be reviewed or
one year after the
�`�1�i1NMilio, Lynn
.
'Sig
Summers,
ure
Representative
`��0 A wk'49 1 Print Name
. E" .� �'
ecpp Aefi017 ls
: ... . * 1.�
Nvgrn to ubscri c efore me this d 2 day of w ?!._f , 20(( (� . The foregoing
rumdRP 149 �raledged before me by , who has produced
%9%464 0`;. ,c3•41 as identification and/or is erson i known to me and who did/did not take an oath.
�e8oncie
!C S'f �� o \\\
I Alp,
STATE OF FLORIDA
CITY OF MIAMI 1 t
MY COMMISSION ` Notary
EXPIRES:
)Q L�f l S
Print Name
Enclosure(s)
Doc, No.:86543 Page 2
Zoning Analysis
840 NE 78th Street
("Subject Property")
Request
r}� 511 1 :.
a— a
The Rezoning Application seeks a change for the current zoning classification for the
Subject Property from the current T5-R (Restricted) Urban Center designation to the T5-O
(Open) Urban Center designation. The Subject Property consists of a .25 acre site
(approximately10,970 square feet). This Application requests an extension of an existing
Transect boundary between the T5-O and T5-R areas. While there is a current open code
enforcement violation for lack of a valid Certificate of Use as a Marine -Related
Commercial Establishment, this Rezoning Application will lead to the resolution of this
violation because it will allow an application for a Certificate of Use.
Analysis
The Subject Property is located within the Upper Eastside NET area, and consists of a
single parcel comprising .25 acres, located in the South side of NE 78th Street near the
intersection of NE 78th and 79th Streets. It is located on the deep -water Little River Canal.
The improvement of the Subject Property is a two-story building originally constructed
and used as a residential motor court. Since at least 1978 and perhaps earlier, this
building has been used in connection with the boat repair and servicing facility at 790,
800 and 820 NE 79th Street for storage of parts and other non -industrial marine service
activities.
The owner of the Subject Property, as well as the adjacent parcels at 790, 800 and 820 NE
79th Street is MarineMax East, Inc., a Delaware corporation authorized to do business in
the Florida. MarineMax, Inc., a Delaware corporation authorized to do business in
Florida, operates at these four (4) addresses a Marine -Related Commercial Establishment,
as defined in the Miami 21 zoning code, under the trade name, MarineMax.
Under Miami 21, the area along NE 79th Street from Biscayne Boulevard on the North and
South sides of 79th Street to the 79th Street Causeway is a commercial corridor designated
as T5-O Urban Center which consists of higher density mixed -use building types that
accommodate retail and office uses, rowhouses and apartments. Marine -Related
Commercial Establishments are allowed by Warrant in T5-O Urban Center areas. The
purpose of this application is to extend the boundary between the T5-O and T5-R areas by
approximately 60 feet or less to reflect the actual use of the Subject Property for the last
thirty (30) or more years and to allow for a Certificate of Use application for the Marine -
Related Commercial Establishment.
The Subject Property is flanked to the North by T5-O areas, to the West by T5-O areas and
to the East by two lots designated as T5-R and to the South by the Little River Canal. On
the South of the Little River Canal is an area of single-family homes designated as T3-R.
The character of the entire area including the Subject Property is higher density mixed use
building types many of which are Marine -Related Commercial Establishments which
operate on the Little River Canal which provides deep -water access to Biscayne Bay. The
proposed increase in intensity from R-Restricted to 0-Open within the same T5 Transect
Zone will not be out of scale with the remainder of the corridor; rather, it will simply
extend the boundary for the intensity of uses within the T5 Transect Zone.
The requested rezoning will not negatively impact the character of the commercial
corridor or the surrounding multi -family residential properties.
The requested rezoning of the Subject Property requires an amendment to the Miami
Comprehensive Neighborhood Plan Future Land Use Map designation the current
Medium Density Multifamily Residential to Medium Density Restricted Commercial with
no change in the density of 65 units per acre. An application for such an amendment to
the MCNP is being filed at the same time as the Rezoning Application. A Marine -Related
Commercial Establishment is allowed by Warrant in Medium Density Restricted
Commercial while it is not allowed in Medium Density Multifamily Residential, thus, both
the Rezoning and Comprehensive Plan Amendment Applications are necessary and
appropriate for the continuation of the Marine -Related Commercial use that has existed on
the Subject Property for 30 or more years.
Subject Property- 840 NE 78th Street
T[It (.ITj'I(Ill.I'IGIfi(Ii,
Subject Property- View to the East
Subject Property- View from NE 78" Street
850 NE 78"' Street- Abutting Property
Subject Property- 840 NE 78t" Street
(Abutting Properties)
860 NE 78 Street- Nearby Property
830 NE 79t1 Street- Abutting Property
860 NE 79"' Street- Abutting Property
Page 1 0
PIARINEMAX EAST INC
7/25/20
Page 1 of 1
By Property Address
B40 NE 7E ET
7/25/2011
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1. No inntrumenls of reoad reflecting easernnls tight o1 coy; and or ownership were famished (a tlds
as shown.
2 Beanv,gs are based on n assumed vale of S7YOOSO E along the centerline of NE 78(h ST.
.i Unless otherwise noted record and measured dohs ore in mbstan0o/ agreement
4. The Street Right -el --Way abutting this Drapery ore physimly Open unless otherwise noted.
5 Fnaa coned*, if a7. FOS eatable?. by visual means any, but legal ownership hos nal been determine.
6. Set Iron Ape or Pin with cep (1012 (18' in length by 0.2 square halves, minimum) al a0 comers unless otherwise
n0led
7. Nat valid without the signature onnd the original raised seal of a Florida Reamed surveyor and mapper.
8. No underground installations or improvements have been located
9. the symboh• (P any) ie0ealed 1 the legnd and n Me say have been clamed fur clod". the pmfrd.. Aare been
paled at the center o1 the Field locaRan and y not rep.. the actual sire or shape of the feature
10. The surveyor did not inspect lea property for enwimamental hazards or jurisd (/anal wed
11. the /n! etnn depicted n U. map represents the results e1 the say an Me data indicated and can aY be
considered as 0� afug the genera( nndldm existing al that time.
T2 Due (0 Me frequent draws and interpretations a/ zoning ordinances 2 is the owner's resp°mib1by la veil" 3*og
restrictions before construction.
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LOCATION SKETCH
A PORTION OF SECTION 7, TOWNSHIP 53
SOUTH. RANGE a2 EAST, MIOMI.OADE
COUNTY. FLORIDA
SCALE.' 1'.400
!FBI( DESMI'PIIOFC
LOT /7, BUCK 22 OF SHORE CREST, ACCOINMNC ID THE RAT HEREOF HfCDROEO rN PUT BOOK ID PACE 21 OF THE
PUBLIC RECOR05 OF AIAMI-O+0E COACT(( 0108/81.
(5
MIAMI-DADECOUNTY,, FLORIDA
SEC. 7-53-42
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iURuiWR S FFRRE(F' •
I HEREBY CRAW:( that the property as shown awl descn*ed hereon was prepared under my supervision and that them
are no abere ground encroochmanta unless o0en ise. seem, elm that Mrs Boundary Survey meals the A4'n mum T Leal
Standards sal forth by the Florida Board of Pro( /anal Survey. one Mappers in Chapter 61017-5 Florida Admindbatisn
Coda puma. to Swabian 472.027. Rohde S(afufes. And, that the sketch nelson is low and coded to the beef of my
knowledge and belief. Subject to mac and norodsm shorn betem.
000000'1 MO ORANGE C05SULN0G 7050'0LRS INC. 18(012
Arturo A Soso
Lase R. Survey Oster 07-20-2011 Sunu oSfa(ene Myp, 2629
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POW. NR 2037-0IU
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