TRAFFIC IMPACT ANALYSIS (2/28/03)
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Kimley-Horn
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TRAFFIC IMPACT ANALYSIS
THE ARCHES AT
BOYNTON BEACH
BOYNTON BEACH, FL
Prepared for:
Boynton Ventures 1, LLC
West Palm Beach, FL
042046000
December 2002
Revised February 2003
@ Kimley-Hom and Associates, Inc.
4431 Embarcadero Drive
West Palm Beach, Florida 33407
561/845-0665 TEL
5611882-3703 FAX
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Florida Registration N'-!mber 15403
Engir,<lering BI.siile:;s NliJ'lber 696
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TABLE OF CONTENTS
SECTION
PAGE
INTRODUCTION
......................................................................_................ 1
INVENTORY AND PLANNING DATA _.______.________.___._________._ 3
In ventory .............................................................. _........... _...................... 3
Planning Data...... _................ _...................... _..... _........ _. _. _.......... _....... 3
PROJECT TRAFFIC ............_........ ...._.... ......._............_._.._.. .._........._....._.._._ 4
Traffic Generation.. _.................................. _.. _. _........ _....... _...... _..... _.. _ 4
Net Trip Generation ..... .................................._..............._..........._._.._._. 5
Traffic Distribution............................................ _. _..... _. _. _. _.. _. _. _.. _. _. 5
Traffic Assignment......... _....... _..................... _........ _. _....... _.. _........ _.. _ 6
Access and Circulation _.__.___________.________________._...__._. 6
BACKGROUND TRAFFIC _.__.._........_.........._._.._._._.._._....._...._........_._. 10
ASSURED CONSTRUCTION ____._._._.__.________._.___._......_______._ 11
LINK EVALUATION ._____.___._______._.___.___.__.___._______._._.__. 12
CONCLUSION.. _...... _. _......... _. _......... _...... _........ _.. _. _.. _.. _. _........ _........ _.... 17
042046000-0203
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LIST OF FIGURES
Fiqure No.
Title
Paqe
1 Site Location Map____._._._____.____.___.__.___._._.__._.__ 2
2 Traffic Assignment Map __._.__________._.___.__.__._._.__._ 8
3 Driveway Assignments __.__._._.____._.____.____._.__._.__._ 9
LIST OF TABLES
Table No.
1
2
3
4
042046000-0203
Title
Paqe
Trip Generation. _..................... _..................................... _... _...... 7
Average Daily Traffic Link Analysis .__.____.__.__.__.___..._ 13
Average Peak Hour Link Analysis_.___.____.______.__.__._. 14
Alternate Test One Analysis __._______._.__.__.______.____ 15
Pag~ ii
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INTRODUCTION
The Arches of Boynton Beach is a mixed-use redevelopment project proposed to be
located in Boynton Beach, Florida. The location of the site is illustrated in Figure I.
The proposed site is bounded by Ocean Boulevard to the north, 4th Street to the west,
2"d A venue to the south, and Federal Highway to the east, and is bisected by 1"
A venue. The plan envisions a mix of residential and commercial development on
two blocks:
. 41,000 square feet of commercial retail land use and 173 dwelling units of multi-
family residential land use in the north block (Block 1).
. 18,000 square feet of commercial retail land use and 84 dwelling units of multi-
family residential land use in the south block (Block 2).
Currently, a mixture of multi-family residential, commercial retail, and a high-
turnover sit-down restaurant occupies the site.
Kimley-Horn and Associates, Inc. was retained to prepare a traffic impact analysis
for the entire project. This document presents the methodology used and findings
from the analysis. The traffic impact analysis was conducted in accordance with the
Traffic Performance Standards of Palm Beach County. The data used in the analysis
are the most current data available from Palm Beach County. Buildout of the site is
expected in 2005.
042046000-0203
Page 1
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THE ARCHES AT BOYNTON BEACH
SITE LOCATION MAP
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INVENTORY AND PLANNING DA TA
Inventory
The data used in this analysis were obtained from Palm Beach County. They
included:
. Year 2001 24-hour traffic volumes
. Year 200 1 Historic Growth Rate Table
. Existing Roadway Geometry
Planning Data
The proposed site plan is divided into two development blocks. Both blocks consist
of commercial retail space and multi-family residential space. Access to the
development will be provided at two full-access driveways on 1" A venue, one
serving a parking garage and the other serving the north end of the surface parking
lot. Additional access will be provided at a full-access driveway on 2"" Avenue
serving the south end of the surface parking lot. On-street parking is provided on 1"
Avenue, 2"" Avenue, and 4th Street adjacent to the site.
042046000-0203
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Kimley-Horn
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PROJECT TRAFFIC
The Palm Beach County Traffic Performance Standards Ordinance (TPSO) applies
only to the increase in traffic associated with the redevelopment plan. The
development that currently exists on the two blocks includes:
. Commercial Retail
62,000 sq. ft.
5 dwelling units
5,775 sq. ft.
. Multi-Family Residential
. High-Turnover Sit-Down Restaurant
The proposed development plan on both blocks includes:
. Commercial Retail
59,000 sq. ft.
257 dwelling units
. Multi-Family Residential
Traffic Generation
The daily trip generation potential for the site was developed based on trip generation
rates accepted by the Palm Beach County Traffic Division and published in the Palm
Beach County Land Development Code. Peak-hour characteristics were based on
information published in the Institute of Transportation Engineers (ITE) Trip
Generation, 6th Edition. A small amount of internal capture was assumed between
the land uses. Internal capture is applied to both the existing and proposed
development plans. Pass-by rates accepted by Palm Beach County were used in the
analysis. The pass-by capture was reduced from the accepted rate for the existing
retail land use due to the specialized nature and location of the existing merchants.
042046000-0203
Page 4
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Net Trip Generation
A direct credit is applied for the trips generated by the existing land uses.
Additionally, the proposed site is located in Palm Beach County's Coastal
Residential Exception Area. As a result, only net new non-residential trips are
subject to Palm Beach County's Transportation Performance Standards Ordinance
(TPSO). The development plan results in the addition of 925 daily trips, 73 a.m.
peak hour, and 69 p.m. peak hour net new external trips. Table 1 summarizes the
daily and peak hour trips associated with the existing and proposed development
plan.
Traffic Distribution
From a review of the existing and approved development in Boynton Beach and
surrounding Palm Beach County and considering the arterial network with its travel
time characteristics, the external traffic distribution was calculated. These were
summarized by general directions and are depicted below:
NORTH
SOUTH
EAST
WEST
26%
46%
4%
24%
042046000-0203
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Traffic Assignment
The distributed external trips for the project were assigned to the roadway network
within the radius of influence. The project assignment is illustrated in Figure 2.
The radius of development influence was based on the number of net external trips
generated by the development. Based on a net trip increase of 925 trips per day, the
maximum radius of development influence for Test I of the traffic performance
standards is one mile. The Model Test 2 indicates a radius of influence of the
directly accessed links.
Access and Circulation
Access to the development will be provided at two full-access driveways on 1"
Avenue and at a full-access driveway on 200 Avenue. On-street parking is provided
on I" Avenue, 2"d Avenue, and 4th Street adjacent to the site.
Driveway assignments were calculated based on the specific components of the
proposed site including retail and residential land uses. Because of the travel and
parking characteristics of each land use and their location on the site, each land use
has been assigned different driveway assignments.
No turn lanes are proposed to serve the site due to the urban nature of the project and
the low non-project traffic volumes expected on the streets. Fignre 3 illustrates the
proposed project's a.m. and p.m. peak hour volumes assigned to the three access
driveways. Driveway development worksheets are included in the Appendix.
042046000-0203
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TABLE 1
11IE ARCHES AT BOYNTON BEACH
TRIP GENERA nON
Land Use Intensity Dol'Y AM Peak Hour PM Peak Hour
Tri.... Total ." 0". Total ." 0"'
Existinl! Site Traffic:
CnrrunercialRetail 62,000 sf 5,013 120 73 47 458 220 238
Muhi-FamilyResidenllal ", 35 6 I 5 21 14 7
HIgh Turnover Sit-Down Restaurant 5,775 sf 753 54 28 26 6J 38 25
Exil'tinl( TripsSublOl<l1 5,801 18" 102 78 542 272 270
InternalCaplure
Between Retail and ResiJential 10.OO'k 7 I 0 I 4 3 I
Between Residential and Resmumnt ~,OO(~ 4 I 0 I 2 I I
Between Retail and Rest:lUnl'nt IS,eX)!k 226 16 8 8 19 II 8
Subtutal 237 18 8 W 2< 15 10
Pass.ByTraffic:
High Turnover Sit-Down Restaurant 1500<;l- 96 7 4 3 8 5 3
CommerctalRetUlI 43.80'l- 2,145 49 30 19 196 93 102
Pass-Bl'SubtQwl U41 56 34 22 204 98 105
EtistingResidemialTrips 29 5 1 4 18 12 6
Existing Commercial Tnps 3,294 101 59 42 295 /47 149
Total Existing Trips 3,323 '06 '" 46 Jlj 159 155
Prooosed Site Traffic:
Multi-Family Residential 257du 1,799 131 21 110 158 106 52
Cotnmen:ial Retail 59,000 sf 4,855 117 71 46 443 213 230
New Trips Subro/al 6,654 248 92 156 601 319 282
Internal Capture
Between Residential and Retail 10.00% 360 23 4 9 32 21 10
SublOlal 360 23 , 9 32 21 10
Pass-By Trafl"'lC
ConunercialRetail 43.77% 2.046 46 30 18 187 89 98
Puss-By Subtotal 2.046 46 30 18 187 89 98
Proposed Resuumial Trips 1,619 119 19 105 142 95 47
Proposed Commercial Trips 2,629 6Q 39 24 240 /14 127
Total Proposed Trips ~24' 179 58 129 382 2Il9 174
Net New Total Trips '" 73 (2) 83 .. SO 19
Net Residential Trips 1,590 11' 18 101 124 83 41
Net Non-Residential Trips (Subjed to TPS) 1665) (42) (20) (19) (55) (34) (22)
Proposed Drinway Volumes '.2" ill .. 147 ,.. 298 272
Noles: Trip generation was calcuhued using the following data:
DailyTrafficGenerarion
Multi-Family Residential [p.B.C] . T=7trips1dwellingunit
Commercial Retail [P.B.q . Ln(T) = 0.643 Ln(X) + 5.866
High Turnover Sit-Down Restaurant [p.B.C.] . T= 130.34 tripsll,OOO sq. ft.
AM Peak HourTraffl( Generation
Multi-Family Residential [ITE no] . T co 0.497 (X) + 3.238 (16% in, 84% oul)
Commercial Retail [ITE820] . Ln(l) = O.S% Ln(X) + 2.329 (61% in, 39% out)
High Turnover Sil-Down Restaurant [ITE832] . T=9.27 uips/1,OOO sq. (l (52% in, 48% out)
PM Peak Hour Traffic Generation
Multi-Family Residential (lTE220) . T;Q.S41 (X) + 18.743(67% in, 33% oul)
Commercial Retail lITE 820) = LD(1) = 0.660 LD(X) + 3.403 (48% in, 52% OUI)
High Turnover Sit-Down ResWlt'm1 (ITE832) = T= IO,86tripsll,ooo sq. ft. (60% in, 4()'1, out)
Pass-By forCommercial Retail [P.B.C] = 45.1-0.022500
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THE ARCHES AT BOYNTON BEACH
TRAFFIC ASSIGNMENT MAP
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J (811 PM PEAK HOUR VOLUME THE ARCHES AT BOYNTON BEACH
115051 DAILY TRAFFIC VOLUME DRIVEW A Y ASSIGNMENTS
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BACKGROUND TRAFFIC
Background traffic comprises existing traffic volume (Year 2001) plus two other
components:
. Traffic from the unbuilt portions of approved major developments
. Historical growth
A review was conducted of committed developments within the vicinity of the
proposed project site. No major project that would contribute traffic greater than
10% of roadway capacity was found. Therefore, according to the provisions of the
TPSO only a growth rate was applied to existing traffic counts. Existing traffic
volumes were grown by factors determined by a review of historic traffic count data
(1998 AADT to 2001 AADT) published by Palm Beach County. These growth rates
were applied to existing volumes (Year 200 I) to determine total background traffic
volumes for 2005.
042046000-0203
Page 10
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ASSURED CONSTRUCTION
The existing laneage for each link analyzed was identified. A review of the Five-
Year Plans for Palm Beach County and the Florida Department of Transportation was
made to identify pertinent roadway widening projects. No project was identified
within the study area that would add roadway capacity.
042046000-0203
Page 11
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LINK EVALUATION
Test 1
A link performance standard evaluation was undertaken for each roadway link within
the study area considering its total traffic volume and the roadway laneage to be in
place in 2005. Project traffic and total traffic for 2005 are shown in Tables 2 and 3
for daily and average peak hour conditions. In accordance with the Coastal
Residential Exception of the TPSO only non-residential portion of the project defines
significance. Total traffic, however, includes both residential and non-residential
traffic.
Federal Highway from Boynton Beach Boulevard to Ocean Avenue does not meet
the average daily and peak hour level of service standards. All other roadway links
upon which the project has significant impact meet the level of service standards
through 2005.
Alternate Test 1
The link that failed to meet the daily and average peak hour standards was analyzed
for peak hour peak season conditions in order to determine if it would meet the
Alternate Test 1 standard. Table 4 shows the peak hour directional link volumes for
the link in the morning and afternoon peak hours. As can be seen, the link on
Federal Highway from Boynton Beach Boulevard to Ocean Avenue meets the
standard.
Also, in accordance with the Alternate Test I requirements, intersection analyses
were performed. The Appendix contains calculations showing that the intersection
level of service standards have been met.
042046000-0203
Page 12
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Kimley-Horn
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Test 2
The Model Test 2 indicates a radius of influence of the directly accessed links. None
of these links are Test 2 deficiencies. Therefore, the project meets the requirements
for Test 2.
042046000-0203
Pagel 6
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Kimley-Horn
and Associates, Inc.
CONCLUSION
The Arches at Boynton Beach is a mixed-use center proposed to be located between
Ocean Boulevard, 4th street, 2,d A venue, and Federal Highway in Boynton Beach,
Florida. The existing site includes commercial retail, multi-family residential, and
high-turnover sit-down restaurant land uses. The site plan includes commercial retail
and multi-family residential land uses. The proposed site is located in Palm Beach
County's Coastal Residential Exception Area, and only net new non-residential trips
are subject to Transportation Performance Standards. Based on the traffic impact
analysis prepared for the entire site, the proposed development meets the provisions
of the Palm Beach County Traffic Performance Standards.
042046000-0203
Page I7
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Kimley-Horn
and Associates, Inc.
APPENDIX
()("'EANAVENIIE
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Dfl!VEWAY ASSIGNMENTS:
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