1. Village of Palmetto Bay
Downtown Redevelopment -Traffic Study Presentation March 16, 2015

2. Projected South Dade Growth
Main North/South Arterial Roadways
Miami-Dade County’s Planning Dept. projects population to increase by 43% by the year 2030
South Dade will grow by 79% from 429,000 to 766,000 residents
Employment in South Dade will only increase by 37%
Future transit options are imperative to mitigate the effects of the anticipated growth, and the limited local employment options.
Legend: US Fla. Turnpike

3. Projected South Dade Growth
Miami-Dade County projects population to increase by 43% by the year 2030
South Dade will grow by 79% from 429,000 to 766,000 residents
Employment growth will only increase by 37% therefore transit considerations for the future are important

4. Village of Palmetto Planned Growth
Figure A
RESIDENTIAL GROWTH PROJECTIONS:
Miami-Dade County land use map allows 17,130 units
Palmetto Bay currently allows 4,317 units (Figure A)
Market study projects 1,200-1,700 will be absorbed or captured in the Downtown Area over a 10-year period with a market rate of
$250-$350,000.

5. Village of Palmetto Planned Growth
Figure B
COMMERCIAL DEVELOPMENT PROJECTIONS:
Current Zoning allows for 6,436,988 SF of commercial development in the FT&I (Figure B)
Market Study projects 135,000 to 270,000 SF of office space and an additional 110,000 SF of retail space in the downtown area.

6. TRAFFIC STUDY PRESENTATION Marlin Engineering, Inc. Mr
TRAFFIC STUDY PRESENTATION Marlin Engineering, Inc. Mr. James Spinks, III, PE, PTOE

7. Traffic Impact Analysis for
Downtown Redevelopment

8. DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis
DRTF Vision
DRTF Vision:
To redevelop Palmetto Bay’s downtown district into a vibrant and inviting work-live-play community.
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

9. DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis
project description
Three (3) Phases
Five Districts
6,641 Multi-family Residential Units
1,566,547 square feet Retail/Office
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

10. DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis
introduction
Study Purpose: The purpose of this study was to document the results of the Traffic Impact Analysis for the DOWNTOWN REDEVELOMPENT and determine if adequate road capacity is available to support the future project’s demand.
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

11. DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis
study methodology
Data Collection (TMCs & Approach Counts)
Existing Conditions Analysis (Intersections/Segments)
Future Traffic Projections (2025, 2035 & 2045)
Future Total Traffic Analysis (Intersections/Segments)
Future without DRTF project
Future with DRTF project
Traffic Circulation & Access Review
Recommendations
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

12. existing conditions analysis
2014 Peak Hour Intersection Conditions
Intersection
Peak Hour Overall Level of Service
LOS
Delay (secs.)
A.M.
MID.
P.M.
A.M
SW 97th Avenue at SW 174th Street (Unsignalized)* A
8.6
8.8
9.2
SW 97th Avenue at US-1 at Evergreen Street (Signalized) F C
97.7
29.7
35.0
SW 97th Avenue at Hibiscus Street (Unsignalized)* B
10.0
9.7
10.2
SW 97th Avenue at SW 180th Street (Unsignalized)*
14.3
11.6
12.9
SW 97th Avenue at E Indigo Street (Unsignalized)*
10.1
10.8
SW 97th Avenue at SW 181st Terrace (Unsignalized)*
14.6
12.2
13.7
SW 97th Avenue at SW 182nd Street (Unsignalized)*
14.0
11.4
13.0
SW 97th Avenue at SW 183rd Street (Unsignalized)*
12.0
15.8
SW 97th Avenue at SW 184th Street (Signalized)
32.5
29.0
32.6
SW 184th Street and SW 95th Court (Unsignalized)* D
22.6
17.3
30.2
US-1 at SW 184th Street (Signalized)
54.2
46.5
53.5
US-1 at Wayne Avenue (Unsignalized)*
70.2
34.6
59.7
US-1 at E Indigo Street (Unsignalized)*
185.0
111.5
105.8
*Overall Intersection LOS not provided for two-way stop-controlled Intersections. The worst minor street movement is Indicated.
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

13. future traffic projections
Future Background Intersection and Segment Conditions w/o SW 95th Ave.
Peak Hour Overall Level of Service
Intersection
2025 Background
LOS
Delay (secs.)
A.M.
MID.
P.M.
SW 97th Avenue at US-1 at Evergreen Street (Signalized) F C D
138.7
28.4
38.9
US-1 at Wayne Avenue (Unsignalized)* E
91.1
41.5
79.7
US-1 at E Indigo Street (Unsignalized)*
262.9
140.5
143.4
2035 Background
SW 97th Avenue at US-1 at Evergreen Street (Signalized)
166.8
29.3
41.8
115.6
49.5
105.3
358.0
172.0
188.6
2045 Background
196.7
31.3
44.7
158.3
63.1
153.0
531.5
222.1
265.6
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

14. future traffic projections
Future Background Intersection and Segment Conditions w/ SW 95th Ave.
Peak Hour Overall Level of Service
Intersection
2025 Background (Balance)
LOS
Delay (secs.)
A.M.
MID.
P.M.
A.M
SW 184th Street and SW 95th Avenue (Unsignalized)* F C
115.5
18.8
179.7
US-1 at Wayne Avenue (Unsignalized)* E
85.3
40.3
78.3
US-1 at E Indigo Street (Unsignalized)*
271.0
139.0
141.3
2035 Background (Balance)
201.6
21.1
308.1
123.9
51.0
104.0
357.3
168.4
190.5
2045 Background (Balance)
SW 97th Avenue at US-1 at Evergreen Street (Signalized)
97.5
23.3
29.8
371.8
24.3
511.4
US-1 at SW 184th Street (Signalized)
84.5
66.2
75.4
158.8
64.6
155.5
549.8
225.5
264.8
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

15. future traffic projections
Future Background Conditions w/o the proposed SW 95th Ave. Link
Future Background Conditions w/ the proposed SW 95th Ave. Link
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

16. future traffic projections
Sensitivity Analysis
Before Reduction
After Reduction
% Difference
Phase 1
CBD Core District
Total Units
1650
1320
20%
Total ksf
132.0 0%
Phase 2
Central Mixed Use District
745
53.426
Phase 3
Perimeter District
600
450
25%
268.86
North Mixed District
550
US 1 Island District
3096
2324
TOTAL
6641
5389
19% 1,
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

17. future traffic projections
Trip Generation
PHASE 1
CBD CORE DISTRICT
A.M.
MID. - P.M.
TOTAL UNITS
TOTAL KSF
TOTAL TRIPS
1,320
132
544
876
PHASE 2
CENTRAL MIXED USE DISTRICT
745
53.426
254
316
PHASE 3
PERIMETER DISTRICT
450
268.86
529
673
NORTH MIXED USE DISTRICT
550
482
505
US 1 ISLAND DISTRICT
2324
1506
1621
5,389
3316
3992
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

18. future traffic projections
Future Total Traffic Intersection and Segment Conditions
Peak Hour Overall Level of Service
Intersection
2025 Total Traffic
LOS
Delay (secs.)
A.M.
MID.
P.M.
A.M
SW 97th Avenue at US-1 at Evergreen Street (Signalized) F C D
83.1
30.0
39.9
SW 184th Street and SW 95th Avenue (Unsignalized)* E
312.9
38.3
779.3
US-1 at Wayne Avenue (Unsignalized)*
96.4
41.4
82.2
US-1 at E Indigo Street (Unsignalized)*
Error
644.3
2035 Total Traffic
111.6
35.0
44.3
588.7
61.2
US-1 at SW 184th Street (Signalized)
87.7
73.6
85.3
241.2
180.0
804.0
2045 Total Traffic
205.3
50.3
68.4
SW 97th Avenue at SW 184th Street (Signalized)
49.5
38.8
102.4
579.1
249.3
210.9
202.2
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

19. future total traffic analysis
Suggested Improvements
US-1 at SW 184th Street
Add EB thru, left-turn and right-turn lane
Add WB thru and right-turn lane
Add NB right-turn lane
Add SB dual right-turn lane
US-1 at Indigo Street
Install signal
US-1 at Wayne Street
US-1 at Evergreen/97th Ave
Add EB dual right-turn lanes
Add NB left-turn, thru lane and free-flow right-turn lane
Add SB thru lane
SW 184th Street at SW 95th Ave
Install signal
SW 184th Street at SW 97th Ave
Add EB and WB thru lane
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

20. future total traffic analysis
Future Total Traffic Intersection and Transportation Corridor Segment Conditions w/intersection improvements
2045 Total Traffic
Intersection
Peak Hour Overall Level of Service
LOS
Delay (secs.)
A.M.
MID.
P.M.
A.M
US-1 at SW 184th Street (Signalized) F E
89.6
58.8
67.4
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

21. future traffic projections
Future Total Traffic Conditions
Future Total Traffic Conditions w/intersection improvements
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

22. DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis
circulation & access review
Based on preliminary site plans and renderings, the following observations were found:
Delivery and service trucks can easily access the site and conveniently circulate to and from loading areas.
Vehicular circulation patterns are efficient, safe and clearly understood.
Pedestrian-vehicular conflicts within the proposed site are minimal and at low speeds and volumes.
Internal pedestrian walkways are safe and convenient between the sites.
Emergency vehicles have adequate access to all buildings.
Interconnectivity between the project sites is provided.
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

23. DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis
summary of recommendations
US-1 at SW 184th Street
Add EB thru, left-turn and right-turn lane
Add WB thru and right-turn lane
Add NB right-turn lane
Add SB dual right-turn lane
US-1 at Indigo Street
Install signal
US-1 at Wayne Street
US-1 at Evergreen/97th Ave
Add EB dual right-turn lanes
Add NB left-turn, thru lane and free-flow right-turn lane
Add SB thru lane
SW 184th Street at SW 95th Ave
Install signal
SW 184th Street at SW 97th Ave
Add EB and WB thru lane
Secondary Recommendations:
Installation of on-site bicycle racks or parking stations
Provide transit information stations within the site including route schedules and maps
Provide other transit-oriented amenities
Design/construct the site in a bicycle/pedestrian - and transit-friendly fashion
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

24. DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis
QUESTIONS
DOWNTOWN REDEVELOPMENT | Traffic Impact Analysis

25. Downtown Redevelopment Next Steps
Vision Plan
Concurrency Report
Architecture & Landscape Design Criteria
Branding/ Marketing/ Communications Plan
Franjo Road Survey
Franjo Road Modifications
Regulating Plan
Zoning Code Update
Impact Fee Schedule
Capital Improvement Strategies
North Business District

26. Thank you for your time and attention