CORRESPONDENCE
FACSIMILE
CITY OF BOYNTON
BEACH
City Hall, West Wing
100 E, Boynton Beach Blvd,
P,O, Box 310
Boynton Beach, Florida 33425
(561) 742-6260
(561) 742-6259 Fax
From the office of
Planning & Zoning
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;ve this fax in error, or experience trouble with transmission, please notify our office
I, at (561) 742-6260. Thank you.
03/28/03 FRI 16:36 FAX 561 842 5697
KIMLEY-HORN WPB FL
[4) 002
~=n
Kimley-Horn
and Associates, Inc,
TRAFFIC IMPACT ANALYSIS
Woolbright Plaza
Boynton Beach, FL
illr~ ~ BPi [I, 1m
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I\',d\,) llLPT
Prepared for:
Mr. Isaac Motiram
Boynton Beach, FL
040871000
March 2001
Revised: March 2003
~
Lorin'R,C;B"
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Aori;;a Registr' ,
Eogineefill$ B i -, , "her 6ll6- ::
"\'3~~~~,, -- ,0
@ Kimley-Hom and Associates. Inc.
44311!mbarcadero Drive
West Palm Beach, fIorida 33407
5611845.()66S TEL
561/882-3703 FAX
"-...'
03/28/03 FR1 16:37 FAX 561 842 5697
K1MLEY-HORN WPB FL
I4J 003
~=~
Kimley-Horn
and Associates, Inc,
TABLE OF CONTENTS
SECTION
PAGE
INIRODUCTION
,..,............,....,.............................,......,."......,..,..,..........,.. 1
INVENTORY AND PLANNlNG DATA .......................................,...........,........, 2
Inventory ........,.. ,.........' ,., ...., ,................,..... ....... ,...... ............. .............,...., 2
Planning Data .....,..,....................,..............,....,................,........,..,.........,.. 2
PROJEcr TRAFFIC ....,...."....,.................,..,......,.......,........,..,....,.......,.......,....,.., 4
Traffic Generation...., ...., ,........., ..,., ....,..'......, ......,.. ....,..,...., ..,....,.. ,....... ,.., 4
Traffic Distribution ..,..,....,.........' ,......,....".,...................."".......,............. , 4
Traffic Assignment ....,.., ,....,......,.......,....,...........,......,..,....,..,..,..,....... ,....' 6
BACKGROUND TRAFFIC......,............,..,....,.......",......,..,........"...."..,..,..,.."...., 8
ASSURED CONSTRUCTION ..,......,.........,....,..,..,....,........,....,...,..,..,....".......,'" 9
LINK EVALUATION ,.............,....................,..........,.. ..,..,....,......'......,....,....,..... 10
Test 1 ....,..,.................""..,......,......"....."..,.........,..,...."........,.......,......." 10
Test 2 ..,......,..,..,......,..,..................,.,...."......,....".."........,.,........,....,..'.... 10
DRIVEWAY CLASSIFICATION & TURN LANE REQUIREMENTS ..........' 13
Driveway Classification ,............",.....,....,......,.,....,..,.........,.,................., 13
Turn Lane Requirements ...,....,..,..",....,....,..,.............,....,..,..,..".,......".., 13
CONCLUSION..,..,....,..",..,...."....,..,........"......."..,..,........".....,.......,.....,..,....,.." 15
APPENDIX
040S71000-0303
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Kimley.Horn
and Associates, Inc,
LIST OF FIGURES
Flaure No.
TItle
Paae
1 Site Location Map......,..,..,........,..............,......,....................,....... 3
2 Project Traffic Assignment..........................................,......,........ 7
3 Peak Hour Project Traffic ....,........,.......................................,.... 14
LIST OF TABLES
Table No.
Title
Psae
I Trip Generation.."......,....,..,..,..........,....,......,....,....,..,..,......,....,.., 5
2 Average Daily Traffic Link Analysis (Test 1),......,.................... 11
3 Average Peak Hour Traffic Link Analysis..,.............,................ 12
04087IllOO-0303 Page ii
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KIMLEY-HORN WPB FL
I4J 005
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Kimley.Horn
and Associates, Inc,
INTRODUCTION
The Woolbright Plaza is proposed to be located in the southwest quadrant of the
intersection of Congress A venue and Woolbright Road in Boynton Beach. Florida,
The proposed site plan consists of approximately 30.000 square feet of office space.
no more than 14.800 square feet of general commercial retail (10.000 of which is on
the frrst floor of the office building). and an approximately 14,490 square fool
pharmacy with drive-in, The site is currently occupied by an approximately 8.000
square foot drive-in bank, which is to be demolished,
Kimley.Hom and Associates, Inc, was retained to prepare an update to a traffic
impact analysis initially prepared for the project in March 2001. This document
presents the methodology used and the fmdings of these analyses,
The traffic impact analysis was conducted in accordance with the updated Traffic
Performance Standards of Palm Beach County, The analysis used current data
available from Palm Beach County. The buildout year for the proposed development
is 2004.
040871lJOO.0303
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I4J 006
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Kimley.Horn
and Associates, Inc,
INVENTORY AND PLANNING DATA
Inventory
The data used in this analysis were obtained from Palm Beach County, They
included:
. 2001 24-hour traffic volumes
. Roadway geometries
. Approved development traffic
. Historic count data
The location of the site is shown in Figure 1,
Planning Data
Access to the development will be provided through one right-in. right-()ut only
driveway on Woolbright Road and one right-in, right-()ut only driveway on Congress
A venue, Cross access will be provided to the adjacent development to the south,
04IJ8711JO(H)J()3
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FIBURE 1
wOOl.lllllGHT PLAZA
SITE LOCATION MAP
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03/28/03
FRI 16~l'..AX 561 842 5697
KIMLEY-HORN WPB FL
I4J 008
~=n
Kimley-Horn
and Associates, Inc,
PROJECT TRAFFIC
Traffic Generation
The daily traffic generation for the development was based on trip generation rates
published by Palm Beach County, Peak hour characteristics were based on
information published in the Institute of Transportation Engineers' Trip Generation
Report (6th Edition), Table 1 presents the proposed potential trip generation for the
project site, Pass-by rates published by Palm Beach County were used in the
analysis, Internal capture of trips between complimentary uses was assumed to occur,
The trip generation potential of the existing bank on the site was removed from the
total trip generation to obtain the net new external trips, Only the net new external
trips are snbject to compliance with the Countywide Traffic Performance Standards,
Traffic Distribution
From a review of the existing and approved development in Palm Beach County and
considering the arterial netwOlk 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
19%
31%
25%
25%
0408710CJ0.0303
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TABLE 1
WOOLBRlGIIT PLAZA
TRIP GENERATION
Laud Use InlensIty ~ AM...... Hour PM Peok Hour
Total ID Out Total ID Out
Prouosed Site TraI'ftc
Pharmacy wilh Drive-Through 14,490 s.f. 1,408 39 22 17 t51 74 n
Gen<ral Office 30,000 s.f. 526 71 62 9 tl3 19 94
Conmercial Retail 14,800 sJ. .t.m n II 20 ill. ~ ~
Subtola1 3,929 161 tiS 46 442 178 264
1Dte\'llll1 Capture
PbarmacytoOffice 10,00% 105 8 4 4 23 12 11
Retail to Office 10,00% 105 10 5 5 23 t2 il
Retail to Pbarmacy 10,00% 282 R ~ ~ >!! II II
Subtotal 492 26 13 13 76 39 37
Pass-By TntfIIe
Pbarmacy wilh Drive-Through 40,00% 486 12 7 5 50 24 26
Geueral Office 5,00% 21 3 3 0 5 0 5
Commercial Retail 44.77% M1I 19 II Z 68 ;g J2
Subtotal 1,314 34 22 t2 123 56 67
Proposed Nd External Traffic 2,123 101 IJiJ 21 243 83 160
EllistlDe Site TralI\c
Drive-in Bank &,000 s.f. 2,122 101 57 44 438 219 219
Pass~By TraIIIc
Drive.in Bank 46,00% 976 46 26 20 201 101 100
Existing External Traffic 1,146 55 31 24 237 118 119
Proposed Driveway Volume 3,437 t35 102 33 366 139 227
Net New Exte\'llll1 TraIIIe 977 46 49 (3) 6 (35) 41
Note: Trip generation was calculated using the following data:
Daily Traffic Generation
Drive-in Bank (PDC] = T = 265,2t trips / t,OOO s,f,
Pbarmacy with Drive-Through [PDC] = T=91.2uips/l,OOOs.f.
Geueral Office [PRC] = Ln(T) = 0,768 Ln(X) + 3,654
Comrnereial Retail (PRC] = Ln(T) = 0,643 Ln(X) + 5,866
AM Peak Hour Traffic Generation
Drive-in Bank lITE 912] = T = 12,63 trips /1,000 s,f, (56% in, 44% out)
Pharmacy with Drive-Through [!TE 881] = T = 2,66 trips J 1,000 sJ, (57% in, 43% out)
Geoecal Office, [!TE nO] = Ln(1) = 0,797 Ln(X) + 1.558 (88% in, 12% out)
Conunercial Retail [!TE 820] = Ln(T) = 0.596 Ln(X) + 2,329 (61 % in, 39% out)
PM Peak Hour Traffic Generation
Drive.in Bank (ITE 912J = T = 54,77 trips /1,000 sJ, (50% in, 50% out)
Pharmacy wilh Drive-Through [!TE881] = T = 10.40 trips J 1,000 sJ, (49% in, 5t % out)
Geueral Office [!TE nO] = T = 1.l2t (X) + 79,295 (17% in, 83% out)
Commercial Retail [!TE 820] = Ln(T) = 0,660 Ln(X) + 3,403 (48% in, 52% out)
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FIGIURE 2
WOOLBRIGHT PLAZA
PROJECT TRAFFIC ASSIGNMENT
~=~ ~I~,
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03/28/03 FRI 16:45 FAX 561 842 5697
KIMLEY-HORN WPB FL
I4J 012
~=~
Kimley.Horn
and Associates, Inc,
BACKGROUND TRAFFIC
Background traffic comprises two components:
. Traffic from the unbuiIt portions of approved major developments
. Historical growth
Traffic from the recently constrocted Wal * Mart Supercenter, the proposed BJ's
Wholesale Club, and the proposed Sonny's Restaurant north of the site were also
included in the analysis, A sUllllIlllIY of traffic from these projects is included in the
Appendix, No other major projects would contribute greater than ten percent (10%)
of the level of service standard on any link significantly impacted by the project
during its buildout time frame,
According to the requirements of the Traffic Performance Standards of Palm Beach
County, existing traffic volumes were grown by factors determined by a review of
growth data published by Palm Beach Connty,
The total background traffic was determined for each link within the radius of
development influence by applying an annual growth rate through the buildout year
and adding approved project traffic,
04CJ8711JOO.0303
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KIMLEY HORN WPB FL
I4J 01.1
~=~
Kimley-Horn
and Associates, Inc,
ASSURED CONSTRUCTION
The existing laneage for each link analyzed was identified, A review of the Five-
Year Plans of Palm Beach County and the Florida Department of Transportation, as
well as those improvements committed by the developers of projects in the area was
made to identify pertinent roadway improvements, No roadway improvements are
planned in the study area,
1I4087100lw.l03
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KIMLEY HORN WPB FL
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Kimley-Horn
and Associates, Inc,
LINK EVALUATION
Test 1
A link perlonnance standatd evaluation was undertaken for each link considering its
total traffic volume and the roadway laneage 10 be in place in 2004, Project traffic
and total traffic for 2004 are shown in Tables 2 and 3 for daily and average peak hour
conditions, As can be seen, all roadway links upon which the project has significant
impact meet the average daily and peak hour level of service standards through 2004,
Test 2
The Model Test 2 indicates a radius of influence of the directly accessed links, No
roadway segments on the Test 2 failure list lie within the project's radius of
development influence,
040871000-0303
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KIMLEY-HORN WPB FL
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03/2B/03 FRI 16:50 FAX 561 B42 5697
K IMLEY HORN WPB FL
i;!] 017
~=n
Kimley-Horn
and Associates, Inc,
DR/VEWA Y CLASS/FICA T/ON
AND TURN LANE REQUIREMENTS
Driveway Classification
According to the Palm Beach County "Guide Parking Lot and Street Access Design
Criteria and Standards", it is necessary to classify project entrances as minor,
intermediate, or major according to the following criteria:
1, Minor - Provides for a maximum avemge daily traffic of 500,
2, Intermediate - Provides services for a maximum avemge daily traffic from
501 to 2000,
3, Major - Provides service for a maximum avemge daily traffic greater than
2,000,
Using these criteria, both driveways will be intermediate driveways,
Tum Lane Requirements
Figure 3 illustrates the proposed project's AM and PM peak hour volumes assigned
to the project driveways, Palm Beach County code requires a right-turn lane when
inbound peak hour right-turning traffic is 75 vehicles or more, Therefore, code
warrants an ingress right -turn lane driveway on Congress Avenue,
04087tCJOO.ll303
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03/28/03 FRI 16:52 FAX 561 842 5697
KIMLEY HORN WPB FL
I4I 019
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Kimley-Horn
and Associales, Inc,
CONCLUSION
This traffic impact analysis shows that the proposed Woolbright Plaza development
meets Palm Beach County's Traffic Performance Standards,
040871 QOO.0303
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KIMLEY-HORN WPB FL
~=~
Kimley-Horn
and Associates. Inc,
APPENDIX
I4i 020
03/28/03
FRL16: 54 FAX 561 842 5697
KIMLEY-HORN WPB FL
~02L
TABLEA-l
WOOLBRIGHT PLAZA
COMMITIED PROJECTS LIST
Project Pro eet PUD Project
Approved Project Start Year BuUdout % Remain BuiJdout Factor
(1) Wal-MartlSonny's 2000 2001 100% 2004 100%
(2) Brs Wholesale Club 2000 2003 100% 2004 100%
p;'l)4()BVloro.{woolp/tJZ-.0303.xls/majproJis 31281200313:56
3/181200313:56
03/28/03 FRI 16:54 FAX 561 842 5697
KIMLEY-HORN WPB FL
IgJ 022
TABLEA-2
WOOLBRIGHT PLAZA
COMMITfED PROJECT TRAFFIC
Roadway 100% 100% Total
From To (1) (2) Project
Traffic
Woolbright Road
Lawrence Road Project Driveway 0 0 0
Project Driveway Congress Avenue 0 0 0
Congress Avenue 1-95 0 0 0
23rd Avenue
Congress Avenue Seacrest Blvd 0 0 0
Congress Avenue
Woolbright Road Project Driveway 965 8S0 l,81S
Project Driveway 23rd Avenue 96S 8S0 l,81S
p:VJ408V l(}()Oo.[ woolplaL0303J1J Jmajproj..floiJy
3/28/200313:56
03/28/03 FRl 16:43 FAX 561 842 5697
KIMLEY-HORN WPB FL
I4J 010
~=~
Kimley,Horn
and Associates, Inc,
Traffic Assignment
The distributed external trips for the project in 2004 were assigned to the roadways
within the radius of influence, both in tenns of daily external trips and AM and PM
peak hour volumes, The project assignment is illustrated in Figure 2,
Based on the net impact of the project, it was determined that the maximum radius
of development influence for Test 1 of the traffic performance standards is one (I)
miles while the Test 2 radius of influence is the directly accessed links,
04Cll71000.0003
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~/28!03~I 16:51 FAX 561 842 5697
KIMLEY-HORN WPB FL
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10 All PEAK HOUR VOLUME
11181 PM PEAK HOUR VOLUlIE
119131 DM.Y TlWF\C VOWlIE
FIGIUIIE 3
wOOUllllllHT PLAZA
PEAK HOUR PROJECT mAFFIC
NOT TO SCALE
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TRANSMISSION VERIFICATION REPORT
TIME 03/31/2003 15:17
NAME
FAX
TEL
SER,# BROE2J409484
DATE, TIME
FAX NO. /NAME
DURATION
PAGE(S)
RESULT
MODE
03/31 15: 13
%844123
00:03:33
20
OK
STANDARD
ECM
HPT
PROFESSIONAL ENGINEERING
[b[blf1J,[~lru @[f lfOOt'i::l~~[u)Olflft!::l[b
CONSULTANTS, INC.
Land Development. Environmental
Governmental
DATE 4-~ ~ -c::,3. ! JOB NO
ATT!:NTIO....
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~~,--\:Si2J,. c.,. \ "-" "P'LP "l::P
3350 N.W. Boca Raton Blvd.. Suite B-38. Boca Raton, FL 33431
Tel 561-998~0955. Fax 561.997-5721
h~~il' hp'Mn::::.:l'jridllsigitaLl.8t
TO C \ \'-1\ OF "S"'-1 ~-..J ~~
WE ARE SENDING YOU ,9( Altached 0 Under separate cover via \-\i:>N--:::> CGL, the following items:
o Shop drawings 0 Prints 0 Plans 0 Samples 0 Specifications
o Copy of lelter C Change order C
COPIES DATE NO, DESCRIPTION
7 ~\;:>~ \\1-0 \"'\-, '- S,.~ 0, \ "L
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THESE ARE TRANSMITTED as checked below:
o For approval
)xi For your use
~ As requested
(0 For review and comment
C FOR BIDS DUE
o Approved as submitted 0 Resubmit_copies for approval
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o Returned for corrections 0 Return_corrected prints
o
19 0 PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNED:
~ --::, '------
\ ~ \ O\''''''(F~~
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COPY TO
If ."....".",... .r. not illI noted. kindlv notl'V us ,It oroCft
Department of Engineering
and Public Works
ED. Box 21229
West Palm Beach, FL 33416~ 1229
(561) 684,4000
www.pbcgov.com
.
Palm Beach County
Board of County
Commissioners
Karen T. Marcus, Chair
Tony MasHotti, Vice Chairman
Jeff Koons
Warren H. Newell
Mary McCarty
Burt Aaronson
Addie L. Greene
County Administrator
Robert Weisman
"An Equal Opportunity
Affinno.tive Action Employer"
~ printed on recycled paper
April 22, 2003
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Mr, Michael W, Rumpf
Director of Planning & Zoning
Department of Development
City of Boynton Beach
PO, Box 310
Boynton Beach, FL 34425-0310
RE: Woolbright Plaza - Modified Development Plan & Time Extension
TRAFFIC PERFORMANCE STANDARDS REVIEW
Dear Mr. Rumpf:
The Palm Beach County Traffic Division has reviewed the traffic study for this previously
approved project entitled; Woolbright Plaza - Modified Development Plan and Time
Extension, pursuant to the Traffic Performance Standards in Article 15 of the Palm
Beach County Land Development Code, This project is summarized as follows:
Location:
Municipality:
Existing Uses:
Previous Apprvl:
South side of Woolbright Road, west of Congress Avenue
Boynton Beach
8,000 SF Drive-in-Bank
12,400 SF Pharmacy with Drive-thru, 30,000 SF General Office, and
15,350 SF General Retail
14,490 SF Pharmacy with Drive-thru, 30,000 SF General Office, and
14,8CO SF General Retail
1,223 at 5% Internal capture between the 3 land uses.
2004
Proposed Uses:
New Daily Trips:
Build-out Year:
Based on our review, the Traffic Division has determined that the project meets the
Traffic Performance Standards of Palm Beach County, contingent to the following:
.
Provision of an exclusive right-turn lane onto the project site at the Congress
Avenue access driveway,
If you have any questions regarding this determination, please contact me at 684-4030
Sincerely,
/YI
Masoud Atefi,
Sr. Engineer
1-',;-'
2003
cc: Kimley~Horn & Associates Inc.
File: General- TPS . Mun - Trafic Study Review
F '\TRAFFIC\ma\Admio\Approvals\03G4 05. doc