village of palmetto bay downtown redevelopment -traffic study presentation march 16, 2015 1

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

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

Village of Palmetto BayDowntown Redevelopment -Traffic Study Presentation

March 16, 2015

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Page 2: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

Projected South Dade Growth

• 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.

Main North/South Arterial Roadways

Legend: US 1 Fla. Turnpike

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Page 3: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

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

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Page 4: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

Village of Palmetto Planned Growth

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.

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Figure A

Page 5: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

Village of Palmetto Planned Growth

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.

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Figure B

Page 6: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

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TRAFFIC STUDY PRESENTATIONMarlin Engineering, Inc.Mr. James Spinks, III, PE, PTOE

Page 7: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

Traffic Impact Analysis

for Downtown

Redevelopment

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Page 8: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

DRTF Vision

DRTF Vision:

To redevelop Palmetto Bay’s downtown

district into a vibrant and inviting work-live-

play community.

DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis 8

Page 9: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

project description

DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis

Three (3) Phases

Five Districts

6,641 Multi-family Residential Units

1,566,547 square feet Retail/Office

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Page 10: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

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 | Traffi c Impact Analysis 10

Page 11: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

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 | Traffi c Impact Analysis 11

Page 12: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

existing conditions analysis

Intersection

Peak Hour OverallLevel of Service

LOS Delay (secs.)

A.M.MID

.P.M. A.M MID. P.M.

SW 97th Avenue at SW 174th Street(Unsignalized)*

A A A 8.6 8.8 9.2

SW 97th Avenue at US-1 at Evergreen Street (Signalized)

F C C 97.7 29.7 35.0

SW 97th Avenue at Hibiscus Street(Unsignalized)*

B A B 10.0 9.7 10.2

SW 97th Avenue at SW 180th Street (Unsignalized)*

B B B 14.3 11.6 12.9

SW 97th Avenue at E Indigo Street(Unsignalized)*

B B B 10.0 10.1 10.8

SW 97th Avenue at SW 181st Terrace (Unsignalized)*

B B B 14.6 12.2 13.7

SW 97th Avenue at SW 182nd Street (Unsignalized)*

B B B 14.0 11.4 13.0

SW 97th Avenue at SW 183rd Street (Unsignalized)*

B B C 12.2 12.0 15.8

SW 97th Avenue at SW 184th Street (Signalized)

C C C 32.5 29.0 32.6

SW 184th Street and SW 95th Court(Unsignalized)*

C C D 22.6 17.3 30.2

US-1 at SW 184th Street (Signalized)

D D D 54.2 46.5 53.5

US-1 at Wayne Avenue (Unsignalized)*

F D F 70.2 34.6 59.7

US-1 at E Indigo Street(Unsignalized)*

F F F185.

0111.

5105.

8*Overall Intersection LOS not provided for two-way stop-controlled Intersections. The worst minor street movement is Indicated.

2014 Peak Hour Intersection Conditions

DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis 12

Page 13: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

future traffic projections Future Background Intersection and Segment Conditions w/o SW 95th Ave.

Peak Hour Overall Level of Service

Intersection

2025 BackgroundLOS Delay (secs.)

A.M.MID

.P.M

.A.M. MID. P.M.

SW 97th Avenue at US-1 at Evergreen Street (Signalized)

F C D138.

728.4 38.9

US-1 at Wayne Avenue (Unsignalized)*

F E F 91.1 41.5 79.7

US-1 at E Indigo Street(Unsignalized)*

F F F262.

9140.

5143.

4

2035 Background

IntersectionLOS Delay (secs.)

A.M.MID

.P.M

.A.M. MID. P.M.

SW 97th Avenue at US-1 at Evergreen Street (Signalized)

F C D166.

829.3 41.8

US-1 at Wayne Avenue (Unsignalized)*

F E F115.

649.5

105.3

US-1 at E Indigo Street(Unsignalized)*

F F F358.

0172.

0188.

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2045 Background

IntersectionLOS Delay (secs.)

A.M.MID

.P.M

.A.M. MID. P.M.

SW 97th Avenue at US-1 at Evergreen Street (Signalized)

F C D196.

731.3 44.7

US-1 at Wayne Avenue (Unsignalized)*

F E F158.

363.1

153.0

US-1 at E Indigo Street(Unsignalized)*

F F F531.

5222.

1265.

6DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis 13

Page 14: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

future traffic projections Future Background Intersection and Segment Conditions w/ SW 95th Ave.

DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis

Peak Hour Overall Level of Service

Intersection2025 Background (Balance)

LOS Delay (secs.)A.M. MID. P.M. A.M MID. P.M.

SW 184th Street and SW 95th Avenue(Unsignalized)*

F C F 115.5

18.8 179.7

US-1 at Wayne Avenue (Unsignalized)* F E F 85.3 40.3 78.3

US-1 at E Indigo Street(Unsignalized)* F F F

271.0

139.0

141.3

2035 Background (Balance)

IntersectionLOS Delay (secs.)

A.M. MID. P.M. A.M MID. P.M.SW 184th Street and SW 95th Avenue(Unsignalized)*

F C F 201.6

21.1 308.1

US-1 at Wayne Avenue (Unsignalized)* F F F

123.9 51.0

104.0

US-1 at E Indigo Street(Unsignalized)* F F F

357.3

168.4

190.5

2045 Background (Balance)

IntersectionLOS Delay (secs.)

A.M. MID. P.M. A.M MID. P.M.SW 97th Avenue at US-1 at Evergreen Street (Signalized) F C C 97.5 23.3 29.8

SW 184th Street and SW 95th Avenue(Unsignalized)*

F C F 371.8

24.3 511.4

US-1 at SW 184th Street (Signalized) F E E 84.5 66.2 75.4

US-1 at Wayne Avenue (Unsignalized)* F F F

158.8 64.6

155.5

US-1 at E Indigo Street(Unsignalized)* F F F

549.8

225.5

264.8 14

Page 15: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

future traffic projections Future Background Conditions w/o the proposed SW

95th Ave. LinkFuture Background Conditions w/ the proposed SW

95th Ave. Link

DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis 15

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

future traffic projections Sensitivity Analysis

DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis

Before Reduction After Reduction % DifferencePhase 1 Phase 1 Phase 1

CBD Core District CBD Core District CBD Core DistrictTotal Units 1650

Total Units 1320 20%

Total ksf 132.0 Total ksf 132.0 0%Phase 2 Phase 2 Phase 2

Central Mixed Use District

Central Mixed Use District

Central Mixed Use District

Total Units 745

Total Units 745 0%

Total ksf 53.426 Total ksf 53.426 0%Phase 3 Phase 3 Phase 3

Perimeter District Perimeter District Perimeter DistrictTotal Units 600

Total Units 450 25%

Total ksf 268.86 Total ksf 268.86 0%North Mixed District North Mixed District North Mixed DistrictTotal Units 550

Total Units 550 0%

Total ksf 286.015 Total ksf 286.015 0%US 1 Island District US 1 Island District US 1 Island DistrictTotal Units 3096

Total Units 2324 25%

Total ksf 826.246 Total ksf 826.246 0%TOTAL TOTAL TOTAL

Total Units 6641

Total Units 5389 19%

Total ksf1,566.54

7 Total ksf 1,566.547 0%

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Page 17: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

future traffic projections

PHASE 1CBD CORE DISTRICT

A.M. MID. - P.M.TOTAL UNITS

TOTAL KSF

TOTAL TRIPS

TOTAL UNITS

TOTAL KSF

TOTAL TRIPS

1,320 132 544 1,320 132 876PHASE 2

CENTRAL MIXED USE DISTRICTA.M. MID. - P.M.

TOTAL UNITS

TOTAL KSF

TOTAL TRIPS

TOTAL UNITS

TOTAL KSF

TOTAL TRIPS

745 53.426 254 745 53.426 316PHASE 3

PERIMETER DISTRICTA.M. MID. - P.M.

TOTAL UNITS

TOTAL KSF

TOTAL TRIPS

TOTAL UNITS

TOTAL KSF

TOTAL TRIPS

450 268.86 529 450 268.86 673NORTH MIXED USE DISTRICT

A.M. MID. - P.M.TOTAL UNITS

TOTAL KSF

TOTAL TRIPS

TOTAL UNITS

TOTAL KSF

TOTAL TRIPS

550 286.015 482 550 286.015 505US 1 ISLAND DISTRICT

A.M. MID. - P.M.TOTAL UNITS

TOTAL KSF

TOTAL TRIPS

TOTAL UNITS

TOTAL KSF

TOTAL TRIPS

2324 826.246 1506 2324 826.246 1621

5,3891566.54

73316 5,389

1566.547

3992

Trip Generation

DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis 17

Page 18: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

future traffic projections Future Total Traffic Intersection and Segment Conditions

DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis

Peak Hour Overall Level of Service

Intersection2025 Total Traffic

LOS Delay (secs.)A.M. MID. P.M. A.M MID. P.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)*

F E F 312.9 38.3 779.3

US-1 at Wayne Avenue (Unsignalized)*

F E F 96.4 41.4 82.2

US-1 at E Indigo Street(Unsignalized)*

F F F Error Error 644.3

2035 Total Traffic

IntersectionLOS Delay (secs.)

A.M. MID. P.M. A.M MID. P.M.

SW 97th Avenue at US-1 at Evergreen Street (Signalized)

F D D 111.6 35.0 44.3

SW 184th Street and SW 95th Avenue(Unsignalized)*

F F F 588.7 61.2 Error

US-1 at SW 184th Street (Signalized)

F E F 87.7 73.6 85.3

US-1 at Wayne Avenue (Unsignalized)*

F F F Error 241.2 180.0

US-1 at E Indigo Street(Unsignalized)*

F F F Error Error 804.0

2045 Total Traffic

IntersectionLOS Delay (secs.)

A.M. MID. P.M. A.M MID. P.M.

SW 97th Avenue at US-1 at Evergreen Street (Signalized)

F D E 205.3 50.3 68.4

SW 97th Avenue at SW 184th Street (Signalized)

D D F 49.5 38.8 102.4

SW 184th Street and SW 95th Avenue(Unsignalized)*

F F F Error 579.1 Error

US-1 at SW 184th Street (Signalized)

F F F 249.3 210.9 202.2

US-1 at Wayne Avenue (Unsignalized)*

F F F Error Error Error

US-1 at E Indigo Street(Unsignalized)*

F F F Error Error Error

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Page 19: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

future total traffic analysisSuggested Improvements

DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis

US-1 at SW 184th Street1.Add EB thru, left-turn

and right-turn lane2.Add WB thru and right-

turn lane3.Add NB right-turn lane4.Add SB dual right-turn

lane

US-1 at Indigo Street5.Install signal

US-1 at Wayne Street6.Install signal

US-1 at Evergreen/97th Ave

1.Add EB dual right-turn lanes

2.Add NB left-turn, thru lane and free-flow right-turn lane

3.Add SB thru lane

SW 184th Street at SW 95th Ave

4.Install signal

SW 184th Street at SW 97th Ave

5.Add EB and WB thru lane

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Page 20: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

future total traffic analysisFuture Total Traffic Intersection and Transportation Corridor Segment Conditions

w/intersection improvements

DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis

2045 Total Traffic

Intersection

Peak Hour OverallLevel of Service

LOS Delay (secs.)

A.M. MID. P.M. A.M MID. P.M.

US-1 at SW 184th Street (Signalized)

F E E 89.6 58.8 67.4

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Page 21: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

future traffic projections Future Total Traffic Conditions Future Total Traffic Conditions w/intersection

improvements

DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis 21

Page 22: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

circulation & access reviewBased 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 | Traffi c Impact Analysis 22

Page 23: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

summary of recommendations

DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis

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

US-1 at SW 184th Street1.Add EB thru, left-turn and right-turn lane2.Add WB thru and right-turn lane3.Add NB right-turn lane4.Add SB dual right-turn lane

US-1 at Indigo Street5.Install signal

US-1 at Wayne Street6.Install signal

US-1 at Evergreen/97th Ave1.Add EB dual right-turn lanes 2.Add NB left-turn, thru lane and

free-flow right-turn lane3.Add SB thru lane

SW 184th Street at SW 95th Ave4.Install signal

SW 184th Street at SW 97th Ave5.Add EB and WB thru lane

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Page 24: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

QUESTIONS

DOWNTOWN REDEVELOPMENT | Traffi c Impact Analysis 24

Page 25: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

Downtown Redevelopment Next Steps

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• 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

Page 26: Village of Palmetto Bay Downtown Redevelopment -Traffic Study Presentation March 16, 2015 1

THANK YOU FOR YOUR TIME AND ATTENTION

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