HomeMy WebLinkAboutSubmittal-Planning Department-Exhibit CSubmitted into the public
record f r ite n(s) P . • 11
on ; ()`Z 5 . City Clerk
EXHIBIT "C"
Traffic Count Data — provided by David Plummer & Associates
DAVID PLUMMER & ASSOCIATES
1 /50 PONCE DE LEON BCULEVARD, CORAL GABLES. FLORIES 33134
305 447-0900 • FAX: 305 444-4986 • EMAIL: DPApDPLUMMER_COM
August 25, 2015
Mr. Chris Gandolfo
Senior Vice President
Swire Properties, Inc.
501 Brickell Key Drive, Suite 600
Miami, FL 33131
(305) 371-3877
hlenard(a swirevrops. om
Re: Brickell Key Traffic Evaluation - #14221
Dear Chris,
The purpose of this letter is to document the proposed pm peak hour vehicular traffic exiting
Brickell Key on a typical weekday for a new development program. Further, this letter will
compare the vehicular trips from the proposed development program to the maximum non-
residential development allowed in the development order. The proposed development program
includes the following:
• 650 DUs of residential condominium
• 100,000 sf of office
• 50,000 sf of retail
• 25,000 sf of restaurant
A development order (DO) with the South Florida Regional Planning Council and the city of
Miami limits the exiting traffic volume from Brickell Key during the weekday pm peak hour at
800 vehicular trips. The DO also limits the non-residential uses to 1,200,000 sf, of which
150,000 sf can be retail. The inbound and outbound traffic counts were taken at the Brickell Key
Bridge on Tuesday, September 16, 2014 and on Wednesday, September 17, 2014 (see Appendix
A for traffic counts).
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Submitted into the public
record for item(s)
on k 6111. f S City Clerk
Mr. Chris Gandolfo
Re: Brickell Kev Traffic Evaluation - #14221
Page 2 of 4
A summary of the traffic count data during the pm peak hour for the vehicular trips exiting
Brickell Key is shown in Exhibit 1.
Exhibit 1 — Brickell Key Bridge Traffic Counts
Count Date PM Peak Hour Outbound
Tuesday, 9/ 16/ 14 563
Wednesday, 9/17/14 569
Two-day Average 566
Based on the traffic counts, the current exiting traffic volume from Brickell Key during the
weekday pm peak hour does not exceed the 800 vehicular trips threshold. There are 234 exiting
weekday pm peak hour vehicular trips left before reaching the threshold.
Currently, Brickell Key has the following land uses and intensities on site:
• 3,093 DUs of residential condominium'
• 324,620 sf of office
• 20,979 sf of retail
• 3,303 sf of restaurant
The city of Miami converts the 329 room hotel to 164 DUs of residential condominium
The Institute of Transportation Engineers (ITE) recognizes that data obtained to establish trip
generation rates and/or equations is collected at single -use, free-standing sites, and that mixed -
use developments, like Brickell Key, provide a potential for interaction of trips within the site,
which must be accounted for separately. ITEs Trip Generation Handbook provides guidelines
for establishing theoretical internal capture for mixed -use developments.
Brickell Key is a unique mixed -use development as there is only one access point to the
mainland via the Brickell Key Bridge. Therefore, actual internal capture rates can be calculated
using ITEs trip generation rates/equations and existing traffic count data. These calculations
were undertaken and are shown on Exhibit 2. See Appendix B for trip generation worksheets.
dr"
Submitted into the public
record for itern(s)
on 1QJ77_4 1 -. City Clerk
Mr. Chris Gandolfo
Re: Brickell Key Traffic Evaluation - #14221
Page 3 of 4
Exhibit 2 - Trip Generation Calculations
Daily
AM Peak Hour
PM Peak Hour
In Out
Total
_ In
Out
Total -
_
Existing Traffic Counts on the Brickell Key Bridge
Tuesday, 9/16/14
14,938
496
682
1,178
652
563
1,215
Wednesday, 9/17/14
14,742
548
684
1,232
562 569
1,171-
AVERAGE
14,840
522
683
1,205
607 566
1,173
_ _
ITE Gross Trip Generation
for the Existing
Uses
Residential Condominium 2,929 DUs
12,145
131
639
770
642
317 959
Hotel' 329 Rooms
! 2,688
102
72
174
102
95 197
Office 324,620 SF
3,213
432
59
491
75
367
442
Specialty Retail 20,979SF
930
0
0
0
25
32
57
High Turnover Restaurant 3,303 SF
420
20 '
16
36
20
13
33
TOTAL
19,396
685
786
1,471
864
824
1,688
% INTERNAL CAPTURE
23%
24%
13%
18%
30%
31%
31%
ITE Gross Trip Generation for the Existing & Proposed Uses
Residential Condominium 3,579 DUs
14,456 1 154
749
903
757
373
1,130
Hotel' 329 Rooms
2,688 102
72
174
102
95
197
Office 424,620 SF
3,940 535
73
608
94
460
554
Specialty Retail 70,979 SF
3,146 0
0
0
84
108
192
High Turnover Restaurant 3,303 SF
420
20
16
36
20
13
33
High Turnover Restaurant 10,000 SF
1,272
60
48
108
59
40
99
Quality Restaurant 15,000SF
1,349
0
0
0
75
37
112
TOTAL
27,271
871
958
1,829
1,191
1,126 2,317
INTERNAL CAPTURE
-6,272
-207
-125
-331
-354
-352 -706
External Vehicular Trips
20,999
664
833
1,498
837
774 1,611
ITE Gross Trig Generation for the Existing & Maximum Approved
(DO) Uses
Residential Condominium 2,929 DUs
12,145
131
639
770
642
317 959
Hotel' 329 Rooms
2,688
102
72
174
102
95
197
Office 1,050,000SF
7,840
1,105
150
1,255
213
1,041
1,254
Specialty Retail 90,000 SF
3,989
0
0
0
107
137
244
High Turnover Restaurant 30,000 SF
3,815
179
145
324
177
118
296
Quality Restaurant 30,000SF
2,699
0
0
0
151
74
225
TOTAL
33,175
1,517
1,006
2,523
1,392
1,782
3,175
INTERNAL CAPTURE2
-7,793
-361
-132
-456
-414
-558
-969
External Vehicular Trips
25,382
1,156
874
2,067
978
1,225
2,206
' For analysis purposes, the 329 room hotel was not converted to 164 DUs of residential condominium.
Z Based on the calculated Internal capture percentage.
Submitted into the public
record for item(s) P P.
on I 0 �2Z I tc . City Clerk
Mr. Chris Gandolfo
Re: Bricks!! Key Traffic Evaluation - #14221
Page 4 of 4
By adding vehicular trips from the proposed additional development to Brickell Key, the future
with project exiting traffic volume during the weekday pm peak hour is not expected to exceed
the 800 vehicular trips threshold. This analysis shows there will be 26 exiting pm peak hour
vehicular trips left under the threshold (800 - 774 = 26) with the proposed additional
development.
Exhibit 2 also shows the proposed development program generates 27,271 gross daily vehicular
trips (per ITEs Trip Generation Handbook) while the maximum allowed non-residential uses
(1.2M sf) program generates 33,175 gross daily vehicular trips. The proposed plan generates
approximately 18% less gross daily vehicular trips compared to the maximum allowable non-
residential uses program.
Please call me at (305) 447-0900 if you have any questions or need any further information.
Sincerely;
Ti othy.1. Pt
President
Appendices
er, PE
Brickell Key Traffic Evaluation August 2015_REV.docx