APPLICATION
URS
December 22, 2004
12004536.00000
Mr. Ed Breese, Principal Planner
Planning and Zoning Division
City of Boynton Beach
100 E. Boynton Beach Blvd.
P.O. Box 110
Boynton Beach, FL 33425-0310
Ci:L, 2 8
L____.. .
Re: Boynton Beach Mall- Notice Of Proposed Change To A Previously
Approved Development Of Regional Impact
Dear Mr. Breese,
Enclosed herewith are two copies of the above referenced application along with a check
in the amount of $500.00 payable to the City of Boynton Beach as application fee.
This application is submitted for approval of a change to add multi-screen theater as an
approved land use within the Boynton Beach Mall DR!. In order to accommodate the
proposed theater use and also maintain the previously approved volume of peak hour
traffic it is necessary to reduce the total amount of retail development by 90,010 square
feet. Thus the overall project size is reduced from 1,244,449 Sq. Ft. GLA of
retail/commercial use to a new total of 1,074,939 Sq. Ft. GLA retail and 79,500 Sq. Ft.
GFA/3650 seat theater for a new overall development total of 1,154,439 Sq. Ft. Please
note that the retail figure is larger than the figure shown in the traffic report for the
theater site plan. This larger figure represents the total retail for DR! entitlement
purposes.
The application includes a traffic study prepared according to the requirements of the
Palm Beach County Traffic Performance Standards Ordinance. This methodology was
the agreed upon methodology to address the traffic monitoring condition of the D.O. for
the last amendment to the Boynton Beach Mall Development Order in 1998. As
indicated in the attached study the revised project will not result in an increase in the
number of approved development PM Peak Hour Trips and will not result in any increase
in development traffic or changes in roadway levels of service on the study area network.
URS Corporation
7650 West Courtney
Campbell Causeway
Tampa, FL 33607-1462
Tel: 813.286.1711
Fax: 813.287.8591
URS
Mr. Ed Breese
December 22, 2004
Page 2 of2
We look forward to working with you on the review of this application.
Sincerely,
URS Corporation Southern
~:;l~
Vice President
Development and Planning Services
CC: Michael Busha, TCRPC (2 copies plus $2,500 application fee)
Florida Department of Community Affairs
John Albright, Simon
William Boos, Esq.
Margaret-Ray Kemper, Esq.
URS
LETTER OF TRANSMITTAL
January 28, 2005
TO: City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, FL 33425-
0310
FROM:
Thomas A. Marsicano, AICP
7650 W. Courtney Campbell
Causeway
DATE:
Tampa, FL 33607-1462
Attention: Ed Breese, Principal
Planner
JOB No.:
12004536.00000
RE: BOYNTON BEACH MALL - MUVICO ADDITION
The following items are being sent:
D Shop Drawings DPrints
[Rl Other
[Rl Attached
[Rl Plans
D Under separate cover by
D Samples D Specifications
D Copy of Letter
Copies Date or Number
12 Sets ...J l-lll( t:...ooE
7 H
1 "
1 '1
I n
Description
Revised Plans
Written Response to 151 Review Comments
CD - Master Plan Muvico Site Plan, Landscape Plan, Building Elevation
81/2 x 11 - Reduced Site Plan, Landscape Plan, Elevations
t::::>e., AOJ IJ v A L 1<E ~ 'e.,; I
Transmittals for reasons checked:
[Rl For Your Approval
[RlFor Your Use
D As Requested
D For Review and Comment
D No Exceptions Taken
D Make Corrections Noted
D Amend and Resubmit
D Resubmit _ copies for approval
D Submit copies for distribution
D Return corrected prints
D
Remarks: If you have any questions, please call me at (813) 636-2409.
Copies: John Albright, Simon Property Group, Inc.
Bill Ranek, Simon Property Group, Inc.
If enclosures are not as noted, kindly notify us at once.
URS Corporation
7650 West Courtney
Campbell Causeway
Tampa, FL 33607-1462
Tel: 813.286.1711
Fax:813.636.2499
www.urscorp.com
L4~
Thomas A. MarsicanO, AICP
T:\SimonlBoynton Beach Mall\Transmittal Ed Breese 1-28-0S.doc
BOYNTON BEACH MALL
DR! Annual Report
Prepared for:
SIMON PROPERTY GROUP, INC.
Prepared by:
URSCORPORATIONSOUTHERN
JANUARY 2005
FORM RPM-BSP-ANNUAL REPORT-l
STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS
DIVISION OF COMMUNITY PLANNING
BUREAU OF LOCAL PLANNING
2555 SHUMARD OAK BLVD.
TALLAHASSEE
850/488-4925
DEVELOPMENT OF REGIONAL IMP ACT
ANNUAL REPORT
for
BOYNTON BEACH MALL
Subsection 380.06(18), Florida Statutes, (F.S.) places the responsibility on the
developer of an approved development of regional impact (DR!) for submitting an annual
report to the local government, the regional planning agency, the Department of
Community Affairs, and to all affected permit agencies, on the date specified in the
development order. The failure of a developer to submit the report on the date specified
in the development order may result in the temporary suspension of the development
order by the local government until the annual report is submitted to the review agencies.
This requirement applies to all developments of regional impact, which have been
approved since August 6, 1980. If you have any questions about this required report, call
the DR! Planner at (904) 488-4925.
Send the original completed annual report to the designated local government
official stated in the development order with one copy to each of the following:
a) The regional planning agency of jurisdiction;
b) All affected permitting agencies;
c) Division of Community Planning
Bureau of Local Planning
2555 Shumard Oak Blvd.
Tallahassee, Florida 32399
850/488-4925
T:\Simon DR! Annual Reports\FORM-RPM-BSP-Annual Report - Boynton Beach Mall.doc
ANNUAL STATUS REPORT
Reporting Period:
July 2000
Month/Day/Year
to January 2005
Month/Day/Year
Development:
Boynton Beach Mall DR!
Name of DR!
Location:
City of Boynton Beach,
City
Palm Beach County
County
Developer: Name: Boynton JCP Associates c/o Simon Property Group, Inc.
Company Name
Address:
National City Center, 115 W. Washington Street
Street Location
Indianapolis, IN 46204
City, State, Zip
1. Describe any changes made in the proposed plan of development, phasing, or in
the representations contained in the Application for Development Approval since
the Development of Regional Impact received approval. Note any actions
(substantial deviation determinations) taken by local government to the address
these changes.
a) Describe Changes in the plan of development or phasing during the
reporting period.
Site Plan and DRI Amendment Applications were filed with the City
of Boynton Beach in December, 2004. The proposed plan change
includes demolition of a 169,510 sq. ft. department store and the
addition of a 79,500 sq. ft., 3,650 seat multi-screen theater. A minor
retail addition of 17,528 SF is also included. The review and approval
process is expected to extend to mid-2005.
b) State any known incremental DR! applications for development approval
or requests for a substantial deviation determination that were filed in the
reporting year and to be filed during the next year;
A DRI Notice of Proposed Change (NOPC) was filed in Dec., 2004.
The NOPC review process will extend thru mid -2005.
T:\Simon DR! Annual Reports\FORM-RPM-BSP-Annual Report - Boynton Beach Mall.doc
c) Attach a copy of any notice of the adoption of a development order that
was recorded by the developer pursuant to paragraph 380.06(15)(f), F.S.
See Exhibit A
2. Has there been a change in local government jurisdiction for any portion
of the development since the development order was issued? If so, has the
annexing local government adopted a new DR! development order for the
project? Provide a copy of the order adopted by the annexing local
government.
There has been no change in local government for the reporting year.
On November 16, 1982, the City of Boynton Beach annexed the
proposed development and approved a development order for the
Boynton Beach Mall (Ordinance 82-38). On April 8, 1988, the City of
Boynton Beach annexed a 5.83 acre parcel (New Exhibit "A")
included in the original development of regional impact area as a pine
preserve area. A copy of the amended Development Order
(Resolution No. R91-37) which incorporates these two annexations
was previously submitted.
3. Provide copies of any revised master plans, incremental site plans, etc.,
not previously submitted.
A copy of the Master Plan for this project as revised for the Amended
Development Order (Resolution No. R91-37) was previously
submitted.
If approved, the proposed amended site plan discussed in the response
to question 1, above, will be included in the next DRI Annual Report
for this project. In accordance with amendments to Sec. 380.06 (18)
F.S., DRI Reports are now due on a Biennial schedule. The next
report for Boynton Beach Mall will be due in January, 2007.
4. Provide a summary comparison of development activity proposed and
actually conducted for the reporting year as well as a cumulative total of
development proposed and actually conducted to date.
The total approved development includes 1,244,449 square feet of
gross leasable area. A comparison of development approved and
completed to date is presented below.
Sq. Ft. GLA
Approved
1,244,449
Sq. Ft. GLA*
Constructed
1,184,045
Sq. Ft. GLA
Remainin~
60,404
*Provided by Simon Property Group, Inc. - As of December 2004.
T:\Simon DR! ADliual Reports\FORM-RPM-BSP-Annual Report - Boynton Beach Mall.doc
5. Have any undeveloped tracts of land in the development (other that
individual single-family lots) been sold to a separate entity or developer?
If so, identify tract, its size, and the buyer. Provide maps, which show the
tracts involved.
No undeveloped land has been sold to a separate entity during the
reporting period.
6. Describe any lands purchased or optioned adjacent to the original DR! site
subsequent to issuance of the development order. Identify such land, its
size, and intended use on a site plan and map.
No adjacent land has been purchased since approval of the amended
Development Order.
7. List any substantial local, state and federal permits, which have been
obtained, applied for, or denied during the reporting period. Specify the
agency, type of permit, and duty for each.
No significant permits or approvals were obtained during this
reporting period.
8. Provide a list specifying each development order conditions and each
developer commitment as contained in the ADA. State how and when
each condition or commitment has been complied with during the annual
report reporting period.
See Exhibit B
..
9. Provide any information that is specifically required by the Development
Order to be included in the annual report.
The information provided in the responses to Question 1 through 8
above meet the specific requirements for the annual Report as
outlined in the Amended Development Order for this project.
T:\Simon DR! Annual Reports\FORM-RPM-BSP-Annual Report - Boynton Beach Mall.doc
10. Provide a statement certifying that all persons have been sent copies of the
annual report in conformance with Subsections 380.06 (14) and (16), F.S.
This is to certify that copies of this Annual Report have been
forwarded to the following agencies or individuals:
. City of Boynton Beach Planning Department
. Palm Beach County Traffic Engineering Department
. Treasure Coast Regional Planning Council
. Florida Department of Environmental Protection
. Florida Department of Community Affairs
. Simon Property Group, Inc.
Person completing the questionnaire:
~.~
Title:
Vice President
Representing:
URS Corporation Southern
T:\Simon DR! Annual Reports\FORM-RPM-BSP-Annual Report - Boynton Beach Mall.doc
EXHIBIT A
The Board of County Commissioners of Palm Beach County approved a Development
Order for the Boynton Beach Mall DR! on May 7, 1974 (Resolution No. R-74343). This
Development Order was subsequently adopted by the city of Boynton Beach on
November 16, 1982 (Ordinance No. 82-38). The development order permitted 1,108,000
square feet of gross leasable area of commercial development.
In August 1988, the applicant filed a Development of Regional Impact Application for
Amended Development approval (AADA) with the City of Boynton Beach. The
amended application proposed to construct an additional 136,449 square feet for a total of
1,244,449 square feet gross leasable area of commercial development.
On December 19, 1989 the City of Boynton Beach conducted a public hearing on the
AADA and adopted an Amended Development Order (Ordinance No. 89-UUU). This
amendment was appealed by the Department of Community Affairs and the Treasure
Coast Regional Planning Council.
Subsequent to this action, the Applicant agreed to revisions to the Site Plan consistent
with the recommendations of the City of Boynton Beach and with the intent of the
requirements of the Treasure Coast Regional Planning Council.
The appeal was settled and on March 5, 1991, the City Commission of the City of
Boynton Beach adopted an amendment to the Development Order which incorporated the
Amended Application for Development Approval dated August 18, 1988, and amending
the prior Development Orders adopted by the City of Boynton Beach on November 16,
1982 and December 19, 1989.
A copy of the Amended Development Order (Resolution No. R91-37) was previously
submitted.
On February 20, 1996, the City Commission of the City of Boynton Beach approved a
Notice of Proposed Change (NOPC) to previously approved Development of Regional
Impact (DRI). Also on this day, the City of Boynton Beach adopted an amendment to the
Development Order (Resolution Number R96-26). A copy of this amended Development
Order was previously submitted. On July 7, 1998, the City Commission of the City of
Boynton Beach approved a Notice of Proposed Change to a previously approved
Development of Regional Impact and an amended Development Order, Resolution
Number R. 98-123. This amended development order extended the build out date for
Boynton Beach Mall to December 31, 2000. A copy of the Resolution was previously
submitted.
T:\Simon DR! Annual Reports\EXlllBIT A.doc
EXHIBIT B
The following is a listing of specific compliance actions associated with each of the
Conditions of Development Order as Amended. Copies of the Amended Development
Order (Resolution No. R96.26) along with Resolution No. R98-123 have been previously
submitted.
CONDITIONS OF DEVELOPMENT ORDER AS AMENDED
1. Except as specifically amended herein, all conditions specified in the
Development Order (Resolution No. R-74-343) and subsequent amendments to
the Development Order for Boynton Beach Mall shall remain in full force and
effect.
This condition will be met.
2. Prior to issuance of a Building Permit for construction of additional square
footage pursuant to this Amended Development Order, the Applicant shall cause
the preservation as a native habitat preserve in perpetuity of that area described as
"Limits of Pine Area: shown on Exhibit" 1" in the northwest quadrant of the site
by recording appropriate Restrictive covenants which, prior to recording, shall be
approved by the Treasure Coast Regional Planning Council and the City of
Boynton Beach.
This condition will be met upon application of building permit.
3.
Prior to commencing construction activity within the parcel containing the area to
be preserved, (described by "Limits of Pine Area" shown on Exhibit "1 "), the
preserve area shall be temporarily fenced or otherwise delineated to prevent
construction equipment from entering the area.
"
This condition will be met by the applicant.
4. All Brazilian pepper, Australian pine, and Melaleuca on the site (including within
the Limits of the Pine Area) shall be removed within two years after the effective
date of this Resolution and prior to issuance of a certificate of occupancy for any
building constructed pursuant to this Amended Development Order. These
species shall not be used in landscaping.
This condition will be met by the applicant.
5. A landscaped buffer along the west boundary of the Pine Area and adjacent to
Javert Street shall be provided in accordance with the plan attached as Exhibit
"1".
This condition will be met by the applicant.
T:\Simon DR! Annual Reports\EXlllBIT B.doc
6.
A.
'ii
"'Of
The use of grassy swales to pretreat runoff before conveying any runoff
to the detention ponds shall be utilized in the new parking lot additions,
(and the parking lots shall be swept weekly) as shown on the Site
Plan (Exhibit "2).
This condition will be met by the Applicant.
B.
Littoral zone planting shall be established around the existing detention
ponds utilizing native woody species. Prior to construction and planting
of the littoral zones, the Applicant shall prepare a design and management
plan for the littoral zone to be reviewed and approved by the Treasure
Coast Regional Planning Council in consultation with the City of Boynton
Beach and the South Florida Water Management District. The Plan shall
(1) include a Pan view and site location; (2) include a typical cross section
of the detention pond; (3) specify how vegetation is to established within
the littoral zones; and (4) provide a description of any monitoring and
maintenance procedures to be followed in order to assure the continued
viability and health of the littoral zones. No Certificate of Occupancy
shall be issued for any additional square footage constructed pursuant to
this Development Order until the Plan is determined to be consistent with
the Regional Plan. Wherever possible a minimum of ten square feet of
vegetated littoral zone per linear foot of shoreline shall be established so
that at least sixty percent of the shoreline has vegetated littoral zone.
Alternate design may be necessary due to physical constraints inherent in
retrofitting these existing detention ponds. The littoral zone shall be in
place prior to the issuance of a Certificate of Occupancy for any additional
square footage to be constructed under this Development Order.
A littoral zone planting plan has been prepared, approved and
installed in response to this condition.
7. Under no circumstances shall post development runoff volumes exceed
predevelopment runoff volumes for a storm event of three-day duration and 25-year
return frequency.
This condition has been met by the project's permitted Stormwater
management system. Any future modifications to the development will also
comply with this requirement.
8. No building permit shall be issued for construction of any additional square footage
under this Amended Development Order, until the developer has prepared a
hazardous materials management plan for the expansion and the plans have been
approved by the Treasure Coast Regional Planning Council and the City of Boynton
Beach. The plan shall:
T:\Simon DR! Annual Reports\EXHIBIT B.doc
A.
Require disclosure by tenant of all hazardous materials proposed to be
stored, used, or generated on the premises;
.~
A final hazardous materials management plan was submitted by the
Applicant for approval by the city of Boynton Beach and the Treasure
Coast Regional Planning Council (TCRPC) on November 28, 1995.
TCRPC recommended approval on November 14, 1995.
B.
Provide minimum standards and procedures for storage, prevention of spills,
containment of spills, and transfer and disposal of such materials;
This condition will be complied with as per the above referenced
hazardous materials management plan.
C. Provide for proper maintenance, operation, and monitoring of hazardous
materials management systems, including spill and containment systems;
This condition will be complied with as per the above referenced
hazardous materials management plan.
D. Detail actions and procedures to be followed in case of an additional spill;
This condition will be complied with as per the above referenced
hazardous materials management plan.
E. Guarantee financial responsibility for spill clean-up; and
This condition will be complied with as per the above referenced
hazardous materials management plan.
F. Require the inspection of premises storing, using, or generating hazardous
materials prior to commencement of operation and periodically thereafter, to
assure that the provisions of the plan are being implemented.
This condition has been complied with as per the above referenced
condition. The Plan was submitted to TCRPC and the City in October
1995. Review comments were received November 1, 1995, and
incorporated into the Plan submitted for final approval November 28,
1995.
9. No building permits for gross leasable space in excess of 1,108,000 square feet
within the Boynton Beach Mall shall be issued until all right-of-way within the
project boundaries have been dedicated, free and clear of all liens and
encumbrances, to the city of Boynton Beach or Palm Beach County as necessary
T:\Simon DR! Annual Reports\EXHIBIT B.doc
and consistent with the Palm Beach County Thoroughfare Right-of-way Protection
Plan.
No further dedications are necessary to implement the Proposed change. The
Applicant will comply with this condition.
,.tll
10. No building permits shall be issued for the Boynton Beach Mall for gross leasable
space in excess of 1,108,000 square feet until contracts have been let for the
following roadway improvements:
~
A.
Construct Old Boynton West Road between Military Trail and Lawrence
Road as a four-lane divided roadway.
Existing condition is a 5-lane undivided Old Boynton Road from
Military Trail to Lawrence Road.
No Certificate of Occupancy shall be issued for the Boynton Beach Mall
for gross leasable space in excess of 1,108,000 square feet until the
improvements under A above have been completed. With respect to the
construction of the roadway improvements, if the Treasure coast
Regional Planning Council (hereinafter the "Council") makes a change
in its adopted Regional Comprehensive Policy Plan (hereinafter the
"Plan") which does the following: (i) modifies its Level of Service
standard or the Regional Roadway network; or (ii) modifies the
methodology utilized to calculate the adopted Level of Service; and or
(Hi) modifies the method of calculating background traffic, such that if
the Substantial Deviation were being reviewed under said modified
policies none of the above roadway improvements would be required to
maintain the Regional Roadway Network at the then applicable Council
Level of Service through project buildout, then this condition will be
terminated without further action by the City Commission or the
Council.
11. No Building Permits shall be issued for the Boynton Beach Mall for gross leasable
space in excess of 1,108,000 square feet until contracts have been let to construct
the following intersection configurations, including signalization modifications as
warranted by City, County, or State Criteria;
T:\Simon DR! Annual Reports\EXHIBIT B.doc
A. Hypoloxo Road/Congress Avenue
Northbound
one right-turn lane
two through lanes
one left-turn lane
Southbound
one right-turn lane
two through lanes
one left-turn lane
Eastbound
one right-turn lane
two through lanes
two left-turn lanes
Westbound
one right-turn lane
two through lanes
two left-turn lanes
B. Northwest 22nd Avenue/Congress Avenue
Northbound
one right-turn lane
two through lanes
one left-turn lane
Southbound
one right-turn lane
two through lanes
one left-turn lane
Eastbound
one right-turn lane
one through lane
one left-turn lane
Westbound
one right-turn lane
two through lanes
one left-turn lane
C. Old Boynton West Road/Congress Avenue
Northbound
one right/through lane
two through lanes
one left-turn lane
Southbound
one right/through lane
two through lanes
one left-turn lane
Eastbound
one right/through lane
one through lane
one left-turn lanes
Westbound
one right/through lane
one through lane
one left-turn lanes
D. New Boynton Beach Boulevard/Congress Avenue
Northbound
one right turn lane
three through lanes
two left-turn lane
Southbound
one right turn lane
three through lanes
two left-turn lane
Eastbound
one right turn lane
three through lanes
two left-turn lanes
Westbound
one right turn lane
three through lanes
two left-turn lanes
The existing 6 laning of Congress Avenue was completed from Boynton Beach
Boulevard north to Miner Road. The 6-laning of Congress from Miner Road to
T:\Simon DR! Annual Reports\EXHIBIT B.doc
Hypoloxo Road, also complete. As a result of the transportation analysis conducted as
part of the NOPC approved in February 1996, it was determined that the existing
intersection geometry as listed above is sufficient to maintain required levels of service.
E. New Boynton Beach Boulevard/I-95 West
Northbound
Not Applicable
Southbound
one right turn lane
two left-turn lanes
Eastbound
one right-turn lane
three through lanes
Westbound
two through lanes
one through lanes
F. New Boynton Beach Boulevard/I-95 East
Northbound
one right-turn lane
two left-turn lanes
Southbound
Not Applicable
Eastbound
two through lanes
one left-turn lane
Westbound
one right-turn lane
three through lanes
T:\Simon DRI Annual Reports\EXHIBIT B.doc
..
All configuration shall be constructed and permitted in accordance with City,
County, and State criteria. No Certificates of Occupancy shall be issued for the
Boynton Beach Mall for gross leasable space in excess of 1,108,000 square feet
until the improvements under A through F have been completed. With respect to
the construction of the intersection improvements (including signalization
modifications) if the Treasure coast Regional Planning Council (hereinafter the
"Council") makes a change in its adopted Regional Comprehensive Policy Plan
(hereinafter the "Plan") which does the following: (i) modifies its Level of
Service standard for the Regional Roadway network; and or (ii) modifies the
methodology utilized to calculate the adopted Level of Service; or (iii) modifies
the method of calculating background traffic, such that if this Proposed Change
were being reviewed under said modified policies none of the above intersection
improvements (including signalization modifications) would be required to
maintain the Regional Roadway Network at the then applicable council Level of
Service through project buildout, then this condition will be terminated without
further action by the city Commission or the Council.
~iii
The improvements referenced in Condition II.E. and F. above represent the
existing interchange geometry which has been determined to be adequate to
maintain required levels of service through buildout of Boynton Beach Mall.
12. Prior to, or upon issuance of a building permit for the additional square footage,
the Applicant shall pay a fair share contribution consistent with the Fair Share
Impact Fee Ordinance applicable to the Boynton Beach Mall Proposed Change.
This condition will be complied with by the applicant.
13. No additional building permits shall be issued two years after the effective date of
this Resolution unless a traffic study has been conducted by the developer, and
submitted to and approved by Palm Beach County, the City of Boynton Beach
and the Treasure coast Regional Planning Council that demonstrates that the
regional road network can accommodate a specified amount of additional
Boynton Beach Mall generated traffic and growth in background traffic beyond
two years after the effective date of this Resolution and still be maintained at
Level of Service C. during annual average daily traffic and Level of Service D
during the peak season, peak hour conditions. The traffic study shall:
A. Be conducted in the peak season (January-March); and
B. Identify the improvements and timing of those improvements necessary to
provide Level of Service c under annual average daily traffic conditions and
Level of Service D under peak hour, peak season conditions for the subject
transportation network during the projected completion of the project,
including project impacts and growth in background traffic.
T:\Simon DR! Annual Reports\EXHIBIT B.doc
..
Additional building permits shall not be issued until a new project phasing
program and roadway improvement program (necessary to maintain Level
of Service C annual average daily and Level of Service D peak season, peak
hour operating conditions) has been approved by Palm Beach County, the
City of Boynton Beach, and the Treasure Coast Regional Planning Council
for the remainder of the development.
'"
The traffic study referenced in Condition 13, if required will be conducted
by the applicant and submitted to and approved by Palm Beach County, the
City of Boynton Beach and the Treasure Coast Regional Planning Council.
A traffic study pursuant to this condition was reviewed and approved prior
to the Extension of the Build Out Date to December 31, 2000.
A new traffic study prepared in support of the proposed plan described
in the response to Question 1, above, has been submitted for City,
County and Regional review.
':to
,~
.jIj
T:\Simon DR! Annual Reports\EXHIBIT B.doc
'"
URS
~
L~TER OF TRANSMITTAL
TO: City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, FL 33425-
0310
FROM: URS Corporation
7650 Courtney Campbell Cswy.
Tampa, FL 33607-1462
DATE: December 30, 2004
Attention: Mr. Ed Breese, Principal
Planner
JOB No.: 12004536.00000
RE: BOYNTON BEACH MALL - NOPC
The following items are being sent:
D Shop Drawings DPrints
D Other
[Rl Attached
D Plans
D Under separate cover by
D Samples D Specifications
D Copy of Letter
12/20/04
Description
Revised Map H
Copies
Date or Number
Transmittals for reasons checked:
D For Your Approval
[Rl For Your Use
D As Requested
D For Review and Comment
D No Exceptions Taken
[Rl Make Corrections Noted
D Amend and Resubmit
D Resubmit _ copies for approval
D Submit copies for distribution
D Return corrected prints
D
Remarks: Corrected copy of revised Map H. Please insert in all copies of the 12/22/04 Boynton Beach Mall DRI
NOPC.
Copies: Michael Busha, TCRPC
John Albright, Simon Property Group
William Boos, Esq., Boose Casey Ciklin Lubitz Martens McBane & O'Connell
Margaret R. Kemper, Ruden McClosky Smith Schuster & Russell, P.A.
If enclosures are not as noted, kindly notify us at once.
URS Corporation
7650 West Courtney
Campbell Causeway
Tampa, FL 33607-1462
Tel: 813.286.1711
Fax:813.636.2499
www.urscorp.com
T\Boynton Beach\Transmittal to Ed Breese 12-30-04.doc
~I
tc
~I
8"
[!~~
I ~ ,// />> '/)1 ~
~~~
Javeret Street
p ",
"",#,
'-
OPEN SPACE
~
11111
(jI
THEATER
.........
-
.........
-
NOT
INCLUDED
:\1
NOT
INCLUDED
NOT
INCLUDED
NOT
INCLUDED
-
CnnPTess A venue
-
~
r
MAP H
N.T.S.
+
PROPOSED DEVELOPMENT
RetailjCommerical
Multi-Screen Theater
1,074,939 Sq. Ft. GLA
79,500 Sq. Ft. GLA
3,650 Seats
5,632
Parking Spaces
URS
SIMON
BOYNTON BEACH MALL
URS Corporation South em
7650 West Courtney Campbell Causeway
Tampa. Florida 33607 (813) 286-1711
Engineering Business No. 00000002
National City Center
115 W. Washington Street
Indianapolis, IN 46204
317.636.1600
801 NORTH CONGRESS AVENUE
BOYNTON BEACH, FL 33426
MAP H (Revised 12/20/04)
2()03 ~ ~ fe>~
WEI;J sIre .
15444
w
>
<(
.J.
c:
-
:I
B
<(
-J
25252 30922
15311 45068
BOYNTON RD 12861
1878 BEACH
8726 4053 4569
42920 36983 31760 34330-
NA-
33240 39710-
OLBRIGH 26921 4497 ~
.-J
~
I-
40008
34897
11796 GOLF RD
13370
~QC\7n
15145 S,
J
04/01/2004 11:35
5512335554
PBMPO
PAGE 01
PALM BEACH
METROPOLITAN PLANNING ORGANIZATION
160 Australian Avenue, Suite 201) West Palm Beach, Florida 33406
Phone 561.684.4170 Fax 561.233.5664 www.pbcgov.com/mpo
April 1, 2004
Ms. Andrea Troutman, P.E.
President
Pinder Troutman Consulting, Inc.
2324 South Congress Avenue, Suite 1 H
West Palm Beach, FL 33406
Via Fax: 561.434.1663
RE: 2025 PROJECTED TRAFFIC VOLUME ESTIMATES
Dear Ms. Troutman:
Enclosed are projected volumes for 2025 in the area you requested. These projections
were provided by the transportation computer model using land use data from adopted
comprehensive plans. The computer model is a planning tool and should be used as such.
If you have any questions, please contact me.
RMW:eer
Enclosures (1)
04/01/2084 11: 35 5612335664 PB~"PO
63/B8/26E34 16;4& 5&14341663 PINOCR TROUTMAN
0 I
3i- I' Y2-
L ","lANA-ROAD
31 '1~
1.(1 5f).S-
H'rrO\.U l(() ROllO
~. a
~.. \i ~
,z <Is:.
15':r ~I /~
-
21 31_ .fl-/
l;ATEWI'Y &OVI.{VAIO
PAGE 02
PtlGE 63
[
~n.s.
~ _ ~ :l.3:l\ -SITE [
.?
"-1
OLD aonIlO.. 10"D v~~
_ Y't Sf q( ~c{
-
.001..10.. Iltt,CH .Olilr\lll.ac ~
2~ I ji; i
:> \}
f
z B
~ ~
5'7 ~ ~
\ 'i
: 8
~3 c(:2- sf, 'I5~
-
o/~ wOOU'"IOHT 1t01lt7
~ Ii
I
.~1 -~ 02n7~
04-022
ATTACHMENT 1 ~
WINCHECTER PROJECT LOCATION
fate: luV28/2003 Florida DeplK"tment of Transportation
Transportation Statistics Office
2002 Peak Season Factor Category Report ~
CEN.-W OF US1 TO SR7
Category: 9301 Week Dates SF PSCF
1 01/01/2002 - 01/05/2002 0.97 0.99
2 01/06/2002 - 01/12/2002 0.99 1.01
3 01/13/2002 - 01/19/2002 1.00 1.02
4 01/20/2002 - 01/26/2002 0.99 1.01
5 01/27/2002 - 02/02/2002 0.99 1.01
* 6 02/03/2002 - 02/09/2002 0.98 1.00
* 7 02/10/2002 - 02/16/2002 0.97 0.99
* 8 02/17/2002 - 02/23/2002 0.97 0.99
* 9 02/24/2002 - 03/02/2002 0.97 0.99
* 10 03/03/2002 - 03/09/2002 0.97 0.99
* 11 03/10/2002 - 03/16/2002 0.97 0.99
* 12 03/17/2002 - 03/23/2002 0.97 0.99
* 13 03/24/2002 - 03/30/2002 0.97 0.99
* 14 03/31/2002 - 04/06/2002 0.98 1.00
* 15 04/07/2002 - 04/13/2002 0.98 1.00
* 16 04/14/2002 - 04/20/2002 0.98 1.00
* 17 04/21/2002 - 04/27/2002 0.99 1.01
* 18 04/28/2002 - 05/04/2002 0.99 1.01
19 05/05/2002 - 05/11/2002 1.00 1.02
20 05/12/2002 - 05/18/2002 1.00 1.02
21 05/19/2002 - OS/25/2002 1.01 1.03
22 OS/26/2002 - 06/01/2002 1.01 1.03
23 06/02/2002 - 06/08/2002 1.02 1.04
24 06/09/2002 - 06/15/2002 1.03 1.05
25 06/16/2002 - 06/22/2002 1.04 1.06
26 06/23/2002 - 06/29/2002 1.06 1.08
27 06/30/2002 - 07/06/2002 1.07 1.09
28 07/07/2002 - 07/13/2002 1.09 1.11
29 07/14/2002 - 07/20/2002 1.10 1.12
30 07/21/2002 - 07/27/2002 1.08 1.10
31 07/28/2002 - 08/03/2002 1.06 1.08
32 08/04/2002 - 08/10/2002 1.03 1.05
33 08/11/2002 - 08/17/2002 1.01 1.03
34 08/18/2002 - 08/24/2002 1.01 1.03
35 08/25/2002 - 08/31/2002 1.01 1.03
36 09/01/2002 - 09/07/2002 1.01 1.03
37 09/0812002 - 09/14/2002 1.01 1.03
38 09/15/2002 - 09/21/2002 1.01 ~
19 -
09/22/2002 - 09/28/2002 1.00 1.02
40 09/29/2002 - 10/05/2002 -roo- r:02
41 10/06/2002 - 10/12/2002 0.99 1.01
42 10/13/2002 - 10/19/2002 0.98 1.00
43 10/20/2002 - 10/26/2002 0.99 1.01
44 10/27/2002 - 11/02/2002 0.99 1.01
45 11/03/2002 - 11/09/2002 1.00 1.02
46 11/10/2002 - 11/16/2002 1.00 1.02
47 11/17/2002 - 11/23/2002 0.99 1.01
48 11/24/2002 - 11/30/2002 0.99 1.01
49 12/01/2002 - 12/07/2002 0.98 1.00
50 12/08/2002 - 12/14/2002 0.98 1.00
51 12/15/2002 - 12/21/2002 0.97 0.99
52 12/22/2002 - 12/28/2002 0.99 1.01
53 12/29/2002 - 12/31/2002 1.00 1.02
C"\l"lf"~"'"
NO X.......
~~~o
8 ~ 2> ~
~~~cf
'lj, m
t;
'"
'"
N
N
e
0l-
e
"-
E
8
c
.,
00
"-
~
~
U
<
...
CO
C
0
.~
'"
c.. c
E 0
0 :;::;
U '"
c
~
c .Cii
0 QJ
:;::; Cl
t!! QJ
QJ '"
C ::>
QJ -c
... LJ c
S c.. '"
'" '" ......
.... QJ .:: ~
.:c or. :5
u ~
or. c: '"
x ~ '" .x
.... Cl ....
\0 \0
,... ,...
,... ,...
~' ..;
~ .e
z~
?P-
O
>-;::'
..c -
, '"
'"
~ .~
c.. ...
....
\0 \0
,... ,...
,... ,...
..; ..;
0;
C:Q.
Q; .~
x....
.....
.~ ?P-
O
q
.... .::
0; -
c:
Q;
]
'" '"
,... ,...
,... ,...
..; ~'
] ~
o .~
........
~
s
2:l
"'
..:
c:
0 ::l
:;::; 0
"'
Q; --
c: "
Ql
lJ
"~
~
~
~ ::l
";;; 0
c:
Ql CO
] co
'"
Ql
'"
~
-c
c:
"' 0;
..... "" '"
c: .....
Ql -<
-0 ....
.;;;
Ql 0
..: ....
c:
o
:;::;
'"
c:
~
.Cii
QJ
Cl
QJ
'"
::>
-c
c:
'"
......
I"'") N In 0
'" CO 0 co
,... '" '" "
..; ,,' N
,...
~ .9
z~
?P- ?P- ?P-
In ": 0
>-;::' ,...
~
..c -
,J, '"
~ "~ 0 I"'") I"'")
c.. ... ,... \0 "
.... In In
M M
I"'") U) In I"'")
0 ~ 0 In
N U) '" I"'")
a:J ,,' ",'
,...
0;
CQ.
Qj "::
x....
.....
.9- ?P- ?P- ?P-
O 0 0
~ ci q q
,... I"'") I"'")
0; I"'") ~ U)
c: N
Q; N '" I"'") N
] N N In
\0 '" 0 U)
N 0 <t "
N co co co
<Xl " ",'
,...
] ~
o "C
.... ....
~ ~ '"
In '"
s "! cq
Ql I"'") '"
iil + +
..: 8 8
c: c: c
0 -' -' ::l
:;::; CO 1"'")0
'"
Q; \0 ~ --
" "! "
c 0 0
Ql
lJ II II
"~ E E
~ c: c
-' -'
~ '"
u.. u.. ::l
";;; v> v> 0
C
Ql 0 0 0
] 0 0 N
0 0 '":
0' ",' ,...
,... ~
,...
'"
~
0
Ql ..c:
:5 c:
$
-c 0
c I-
"' ..L
..... "'
"" v>
c: .....
Ql - Ql -<
U .- -0
IE .l9 .;;; I-
a Ql Ql 0
":Cl! ....
-c
IlJ
'"
o
Co
e
c..
~
\0
\0
<Xl
~
....
Ql
Z
0
0
2
.,
-0
0
U
C'
.,
E
"-
0
"
;>
.,
0
~
.'S
-0
V
""
'"
:::l
>-
~
0
U
..c
:;l
v
co
E
..
c..
v
-5
0
'"
~
13
'"
"-
E "
-0 ~
"
~ :;:;
v .E
:0
..c v
V> t;
~ "
:;;
05 "-
0 =>
c 0
0 <<>
~ N
...:
V> c
ij 0
."
'5 31
0 '"
V> co
C N
Exhibit 3
Winchester Property
Project Traffic Assil:"ment - 81 Acre
#PTClJ4-{)22
4/22/2004
As5ign comp plan red plan 04-{)22 4-22-04-,,15
Pro iect Traffic
Existinl! Land Use Proposed Land Use
Existing Resid Resid Resid Resid Comm Comm Net ~ LOS 0
Roadway Link Lanes ~ Volume ~ Volume ~ Volume Volume Impact Serv Vol
Hvooluxo Road Lawrence Rd to Conl!ress Ave 6LD 1% 41 1% 76 0",4 - 35 0.07% 49200
Hvooluxo Road COOl!f(!SS Ave to 1-95 6LD 1% 41 1% 76 0",4 - 35 0.07% 49200
Gateway Boulevard Jog Road to MilitaIy Trail 4LD 1% 41 1% 76 2% 104 139 0.43% 32700
Gatewav Boulevard MilitaIy Trail to Lawrence Rd 6LD 3% 123 3% 228 8% 414 519 1.05% 49200
Gatewav Boulevard Lawrence Rd to COOQl"ess Ave 6LD 4% 165 4% 304 12% 621 760 1.54% 49200
Gatewav Boulevard COfll!l"ess Ave to High Ridl!<' Rd 4LD 23% 947 23% 1,749 16% 828 1,630 4.98% 32700
Gatewav Boulevard High Ridl!<! Rd to 1-95 6LD 15% 617 15% 1,141 13% 673 1,197 2.43% 49200
Gatewav Boulevard 1-95 to Seacrest Blvd 4LD 3% 123 3% 228 5% 259 364 1.11% 32700
Gateway Boulevard Seacrest Blvd to Federal Highway 3L 1% 41 10/0 76 2% 104 139 0.90",4 15400
Old Bovnton Rd Military Trail to Lawrence Road 4LD 10/0 41 10/0 76 2% 104 139 0.43% 32700
Old Bovnton Rd Lawrence Rd to Conl!fess Ave 4LD 70/0 288 70/0 532 70/0 362 606 1.85% 32700
Old Bovnton Rd CoIll!fe5S Ave to Boynton Beach Blvd 2L 260/0 1,070 26% 1,977 19% 983 1,890 12.27% 1 5400
Boynton Beach Blvd Jog Road to MilitaIy Trail 6LD 3% 123 30/0 228 7% 362 467 0.95% 49200
Bovnton Beach Blvd Military Trail to Lawrence Road 6LD 3% 123 30/0 228 8% 414 519 1.050/0 49200
Bovnton Beach Blvd Lawrence Rd to Con"ress Ave 6LD 4% 165 40/0 304 90/0 466 605 1.23% 49200
Boynton Beach Blvd Congress Ave to old Bovnton Rd 6LD 10/0 41 1% 76 10/0 52 87 0.18% 49200
Bovnton Beach Blvd Old Bovnton Rd to 1-95 6LD 23% 947 23% 1,749 16% 828 1,630 3.31% 49200
Bovnton Beach Blvd 1-95 to Seacrest Boulevard 4LD 7% 288 7% 532 6% 311 555 1 .70",4 32700
Boynton Beach Blvd Seacrest Boulevard to Federal Highway 4LD 3% 123 3% 228 3% 155 260 0.80",4 32700
Ocean Avenue Federal Highway to Ocean Blvd 4LD 0% - 0",4 - 0",4 - - 0.00",4 32700
Woolbri" t Road Military Trail to Lawrence Road 4LD 1% 41 10/0 76 2% 104 139 0.43% 32700
Woolbri" t Road Lawrence Rd to Congress Ave 4LD 1% 41 1% 76 2% 104 139 0.43% 32700
Woolbri" t Road Conl!l"ess Ave to 1-95 6LD 1% 41 1% 76 10/0 52 87 0.18% 49200
Woolbri" t Road 1-95 to Seacrest Boulevard 4LD 3% 123 3% 228 2% 104 209 0.64% 32700
Woolbright Road Seacrest Boulevard to Federal Highway 4LD 1% 41 10/0 76 1% 52 87 0.27% 32700
Golf Road MilitaIy Trail to Con"ress Avenue 2L 0% - 0",4 - 0",4 - - 0.00% 1 5400
Golf Road Conl!reSS Ave to 1-95 2L 0",4 - 0",4 - 1% 52 52 0.34% 15400
GoJf Road 1-95 to Seacrest Boulevard 2L 0",4 - 0",4 - 0",4 - - 0.00",4 15400
MilitaIy Trail Hvooluxo Blvd to Gateway Blvd 6LD 2% 82 20/0 152 5% 259 329 0.67% 49200
MilitaIy Trail Gatewav Blvd to Old Bovnton Rd 6LD 0"/0 - 0",4 - 0"/0 - - 0.00% 49200
Military Trail Old Bovnton Rd to Bovnton Beach Blvd 6LD 0% - 0% - 0% - - 0.00"/0 49200
Military Trail Boynton Beach Blvd to Woolbright Rd 6LD 1% 41 10/0 76 1% 52 87 0.18% 49200
Lawrence Road Hvpoluxo Blvd to Gateway Blvd 4LD 0"/0 - 0",4 - 0"/0 - - 0.00% 32700
Lawrence Road Gatewav Blvd to Old Boynton Rd 4LD 0% - 0",4 - 0"/0 - - 0.00",4 32700
Lawrence Road Boynton Beach Blvd to Woolbright Rd 4LD 0",4 - 00/0 - 0",4 - - 0.00"/0 32700
Conl!l"ess Ave Lantana Rd to Hvool uxo Rd 4LD 4% 165 4% 304 50/0 259 398 1.22% 32700
Con"ress Ave Hvooluxo Blvd to Gatewav Blvd 6LD 7% 288 70/0 532 1 0"/0 518 762 1.55% 49200
Con"ress Ave Gateway Blvd to Old Boynton Rd 6LD 280/0 1,152 280/0 2,129 34% 1,760 2,737 5.56% 49200
Congress Ave Old Boynton Rd to Boynton Beach Blvd 6LD 19% 782 190/0 1445 25% 1,294 1,957 3.98% 49200
Conl!fess Ave Bovnton Beach Blvd to Woolbright Rd 6LD 9% 370 90/0 684 12% 621 935 1 .90"/0 49200
ConQfe5S Ave Woolbright Rd to Golf Road 6LD 4% 165 40/0 304 5% 259 398 0.81% 49200
Congress Ave Golf Road to Lake Ida Rd 6LD 4% 165 4% 304 3% 155 294 0.60% 49200
Hil!h Ridl!<! Road Hvooluxo Blvd to Gatewav Blvd 2L 1% 41 10/0 76 0",4 - 35 0.23% 1 5400
Interstate 95 Lantana Rd to HvPoluxo Rd 8LX 1 0"/0 412 10",4 761 7% 362 711 0.49% 144300
Interstate 95 Hvpoluxo Blvd to Gatewav Blvd 8LX 120/0 494 120/0 913 80/0 414 833 0.58% 144300
Interstate 95 Gatewav Blvd to Bovnton Beach Blvd 8LX 0",4 - 0",4 - 0",4 - - 0.00",4 144300
Interstate 95 Bovnton Beach Blvd to Woolbright Rd 8LX 160/0 659 16% 1,217 10",4 518 1,076 0.75% 144300
Seacrest Blvd Hvooluxo Blvd to Gateway Blvd 4LD 1% 41 10/0 76 2% 104 139 0.43% 32700
Seacrest Blvd Gateway Blvd to Bovnton Beach Blvd 4LD 1% 41 1% 76 1% 52 87 0.27% 32700
Seacrest Blvd Boynton Beach Blvd to Woolbright Rd 4LD 10/0 41 1% 76 2% 104 139 0.430/0 32700
Seacrest Blvd Woolbright Rd to Golf Road 4LD 1% 41 1% 76 1% 52 87 0.27% 32700
Federal Hi.mwav Gatewav Blvd to Bovnton Beach Blvd 4LD 0"/0 - 0",4 0"/0 - - 0.00% 32700
Federal Hi"hwav Boynton Beach Blvd to Woolbright Rd 4LD 1% 41 10/0 76 0"/0 - 35 0.11% 32700
Ocean Blvd Ocean Ave (Lan) to Ocean Ave (Bovn) 2L 0"/0 - 0% - 0"/0 - - 0.00"/0 1 5400
Ocean Blvd Ocean Ave (Boyn) to Woolbright Rd 2L 0",4 - 0% - 0"/0 - - 0.00"/0 1 5400
TABLE TE 2a
Level of Service E Link Service Volumes
Peak Season, Peak Hour,
FACILITY TYPE ADT PK HOUR Peak Direction Service
(Two-way) Volume
CLASS I C LASS II
2 lanes undivided 2L 13,000 1,240 710 680
2 lanes one-way 2LO 20,700 1,960 2,230 2,160
3 lanes two-way 3L 16,300 1,550 890 850
3 lanes one-way 3LO 31 ,100 2,950 3,350 3,250
4 lanes undivided 4L 25,900 2,450 1 ,400 1,350
4 lanes divided 4LD 34,500 3,270 1,860 1,800
5 lanes two-way 5L 32,800 3,110 1,770 1,710
6 lanes divided 6LD 51,800 4,920 2,790 2,710
8 lanes divided 8LD 67,000 6,360 3,540 3,500
4 lanes expressway 4LX 76,500 7,110 3,910
6 lanes expressway 6LX 120,200 11,180 6,150
8 lanes expressway 8LX 163,900 15,240 8,380
10 lanes expressway 10LX 207,600 19,310 10,620
Table TE 2b:
Level of Service E Intersection Thresholds
Level of Service Critical Movement HCM Operational Analysis
E 1500 Greater than 55.0 to 80.0
seconds of delay
Table TE 2c:
Level of Service E Intersection Thresholds
Urban Street I II III
Class
Range of Free 55 to 45 miles 45 to 35 miles 35 to 30 miles per hour
Flow Speeds per hour per hour
(FFS)
Typical FFS 50 miles per 40 miles per hour 35 miles per hour
hour
LOS E Averaae Travel Speed (Miles per Hour)
Greater than 16 Greater than 13 Greater than 10 to 14
to 21 to 17
Palm Beach County
Revised 11/24/03
Page 8 - TE
1989 Comprehensive Plan
Ordinances 2003 - 57-60
TABLE TE 1a
LEVEL OF SERVICE D Link Service Volumes
Peak Season, Peak Hour, Peak
FACILITY TYPE ADT PK HOUR Direction Service Volume
(Two-way) CLASS I CLASS II
2 lanes undivided 2L 12,300 1,170 690 650
2 lanes one-way 2LO 19,600 1,870 2,230 2,050
3 lanes two-way 3L 15,400 1 ,460 860 810
3 lanes one-way 3LO 29,500 2,810 3,350 3,080
4 lanes undivided 4L 24,500 2,330 1 ,400 1,280
4 lanes divided 4LD 32,700 3,110 1,860 1,710
5 lanes two-way 5L 31 , 1 00 2,950 1,770 1,620
6 lanes divided 6LD 49,200 4,680 2,790 2,570
8 lanes divided 8LD 63,800 6,060 3,540 3,330
4 lanes expressway 4LX 67,200 6,250 3,440
6 lanes expressway 6LX 105,800 9,840 5,410
8 lanes expressway 8LX 144,300 13,420 7,380
10 lanes expressway 10LX 182,600 16,980 9,340
Table TE 1 b:
Level of Service D Intersection Thresholds
Level of Service Critical Movement HCM Ooerational Analysis
D 1400 Greater than 35.0 to 55.0
Seconds of Delay
Table TE 1 c:
Level of Service D Speed Threshold
Urban Street Class I II III
Range of Free Flow 55 to 45 miles per 45 to 35 miles per 35 to 30 miles per
Speeds (FFS) hour hour hour
Typical FFS 50 miles per hour 40 miles per hour 35 miles per hour
LOS D Average Travel Speed (Miles per Hour)
Greater than Greater than Greater than
21 to 27 17 to 22 14 to 18
Palm Beach County
Revised 11/24/03
Page 7 - TE
1989 Comprehensive Plan
Ordinances 2003 - 57-60
Q;l
~
"
i3'
:3
~
::;t
ij.
Gl
CD
"
CD
iil
~
"
~
"
<::
j!!.
S
III
~
o.
"
CD
I
'"
'"
"
o
(j)
Q.
Z
O::j
~
"T1
"T1
9
o
CD
<
CD
"
"0
3
CD
;a
;0
CD
<
roO
!.
::;l
-6.
Gl
CD
"
CD
iil
0'
"
:;i
-6'
Gl
CD
"
CD
iil
0'
"
;0
!!l.;;::
CD '"
en,<
-:::J~
g~
~~
Services
Retail
I
" cO'
III ::T
n ~ ~ 0 Gl ~
o "s; c: "U Z .
~G>&5~~~CD~~
~.~~~~~j~~~
@ 0' ~ ~ ~ ~ + ~ ~ ~
~ ~ ~ ~ @ ~ 0 m ~_, ~
m a ~ a ~ ~
+ ;0 -
o CD
--t ~
~CDa.OO" ..e
Jl~-:;;~~ 'U
<n m Q (t) m m
&Agi~ 7'
~~~.5.[Q'g
~CDi"i;;~~
~..o(J)Q)_"'~
a~5~~m.~
~gggffi5'0'
~:':"'91[~
~~b~~~<:
~=igllz~~
CDm~=~CDCft
~g!.;-~~~CD
8 ::r c: m Q) 3 ~
3~~~~~3
32:~:'~.o~
CDOCD_ mCD)>
~. :J ~ 8 ~ ~ ~
~ ~.(JlO'ffig.
co i1l~.g:;~
~. mg:~a~
~ ~~~~~
II ~~g,~~'
.J:l. ..0 a. Q). a.
?1 ~~.~ g
cr g ~ 3
::J O::J _
. :J..... -I
T1~~ m
g {g CD @
o~~ CD
:;; ~ C/'J
" III
~ :ll
'" "
'"
m
o
Z
o
<D
?!
atc. Med
;;::GlZ
CD CD C
Q.::J(iI:tr
&i_'@_ :i" ~ g:
co "0 III
OOI~-<
~~~
CD CD CD
Institutional
;0
~
Industrial
r-
Oo
..,
Residential
~t~~~~~;~~~~~~
gg;~~~~~~~tW~~~~~~ ~ 01 ~::
OO'lOcn~OI\)ONO;O~WI\) 000 00
g"Ugg88g88Q)888888g~~~~~8
o c: 000 0 a 0 a 0 0 0 0 0 0 0 0 a. a. a. a. a. 0
OO~OOOOOOOOOOOOOOCDOOOOOOOOOOOOOO~~~aaOO
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 en en (J) (J) ~
C/) ;0 III III
CD 0 CD m
Q) 0 Q a.
S' ~ (I) (I)
000
~ i ~
5" :J 5"
co co co
C C C
" " "
;:::;: ;::::;: ;::::;:
! ! g 8 8
S" :5" 0 0 0
(Q<C(J)(J)(J)
~ ~ ~ ~ ~
;::::;: ;::::;:
o
i:::>
'"
'"
'"
~
::E
::T
g:
CD
)>
Q
'"
'"
+
o
CD
Iii
"
::T
CD
a.
III
"
a.
5'
CD
iil
0'
0"
CD
~
CD
CD
"
5'
CD
0;'
'0
o
o
en
:...
S-
co
a
'"
'"
m
III
en
III
0"
m
III
Cil
III
'0
o
o
en
:...
III
::>
a.
Q
;0
CD
~
~~~~~
~~~~U1
0> 0> .Jlo. ......
0001010'1
#.~;:;R.cfl.'#
~~~~z
~~~a;:i>
'"
.... '"
o 0
w ....
~ ~ a
~ ~
r-
"
3
"
I'\) <0 t.:l ~
~ ...... ...... r
~~~:8
+
'"
~
~ ~ 01
'#. '#. ~
'" '"
~ ~
...
~ ~
'" (;;
'" <sJ
~ ~ ~ ~ ~ ~ ~ t 5 ~ ~ ~ ~ ~'" ~ g ~ ~ ~ ~ ~ e
-~I'\)01t.:l~......mm~-010100-B~~~~~g
N c.n CD co
~ ~ ~ ~
~
~ ~ 6 ~ ~
.Jlo. 0 c.n (.0) 0>
'"
'"
i:::>
<sJ
01 01 01 ~ 0> 01 01 W ~
~ ~ ~ - ~ g g ~ ~
<0 0 co ~ w ~ ~ ~ ~
'0
o
o
!"
,..
~
III
,..
::T
o
~
iil
<D
en
'" W
f\J W ,J:lrr. 0
:r:.Coo,Co
'" ... '"
...... ~ co t\)
:r:.. :..... :r:.. i:n
co ,J:lrr. I\) ,J:lrr.
... w
0, !'l
o w
r-
"
3
"
o
~wo>~~~1\)
~~~g~~t:;
2
+
w
m
"1,
Z 0
~ '#-
-
~##~~~~
r-
"
3
"
o
~ g
~ ~
2
o ~ ~
W N 0
(Xl 0 '"
+
'"
'"
z ~ ~
> ~ Cii
ww
... w
:::! ~
'" '"
w ....
,J:lrr. ,J:lrr. 01 ,J:lrr. ,J:lrr. .Jlo. 01 ,J:lrr. 01 W .Jlo. .Jlo. 01 m ~ m
~ ~ ~ ~ ~ ~ ~ ffi ~ ~ ~ ~ f ~ ~ e
~ ~ ~ ~ ~
_ w ... .... (Xl
01 ...., co tn co
~ ~
33
II II II
o 0 0
~ 0 ~ ~
..:r:..r-r
:;1 CJ'I :) :::J
2 22
+ +
r-
"
3
:; ...... ~ ~
I\) co CD 0;
+
w
:,..
o
~ ~
:e:.. Co
...."1.
c
'"
CD
!!
<'
III ~
at ~
~
'"
III
<D
...... ...... ~ ...... <Xl I'\) !"
~ ~ ~ ~ ~ ~ ~
0> C>> ....... ....,
'" ... '"
<5 ~ ~ ~
00000 01 0 01 0 0 0 0 a
ffi '# ;#. ?f. cfl. '#. '#. ffi ffl. rfl ?fl ?f. '#.
a 0 c.n c.n (Jl
'#. ~ ?ft. '# '#.
~ 0 0 a a 00......
~ ~ ~ ~ ~ ~ ~
r- r-
" "
3 ~ ~ 3
II "II II
o 0 0 a
g~~!=,~o
r~:8~~~
2~~ :8
+ :.....:r:.. +
a W W ......
"
'" '"
09000
~o~,J:lrr.~~~
r-
:3
r-
"
3
r-
"
3
00
m~
"1,....
II II II
o 0 0
~o~o~o
rCn,NrCo
:::J N ::::I en :::J co
2 2 2
~~!='~6~O
~ ,J:lrr. ~ C>>[T CJ"l co :.....
090 0
~ ~ ~ ~
+
o
'"
'"
+
o
'"
w
+
o
'"
...
"'tI
Q)
3"
D:J
CD
Q)
C')
:::-
(')
o
s::
::3
~
;t
-6'
Ci)
CD
::3
CD
Q1
-
-.
o
::3
::tJ
Q)
CD
CI)
TABLE 4 - 1
GENERALIZED ANNUAL AVERAGE DAILY VOLUMES FOR FlORIDA'S
URBANIZED AREAS*
Lanes Divided
2 Undivided
4 Divided
6 Divided
Lanes Divided
2 Undivided
4 Divided
6 Divided
8 Divided
UNINTERRUPTED FLOW HIGHWAYS
A
B
4,200
29,300
44,700
58,000
..
4,800
7,300
9,400
Lanes Divided
2 Undivided
4 Divided
6 Divided
8 Divided
Class II (2.00 to 4.50 signalized mtersections per mile)
Level of Service
C D
11,200 15,400
26,000 32,700
40,300 49,200
53,300 63,800
B
1,900
4,100
6,500
8,500
A
..
..
..
..
FREEWAYS
Inlerchange spacing :0: 2 ml. apart
E Level of Service
27,000 Lanes A B C D
70,200 4 23,800 39,600 55,200 67,100
105,400 6 36,900 61,100 85,300 103,600
8 49,900 82,700 115,300 140,200
10 63,000 104,200 145,500 176,900
12 75,900 125,800 175,500 213,500
E
16,900
...
...
...
E
16,300
34,500
51,800
67,000
Class III (more than 4.5 signalized intersections per mile and nol
wilhin primary city central business dislrict of an
urbanized area over 750,000)
Level of Service
ABC D
2,000 7,000 13,800 19,600
20,400 33,000 47,800 61,800
30,500 49,500 71,600 92,700
STATE TWO-WAY ARTERIALS
Class I (>0.00 to 1.99 signalized intersections per mile)
Level of Service
C D
13,800 16,400
34,700 35,700
52,100 53,500
66,100 67,800
E
74,600
115,300
156,000
196,400
237,100
Interchange spacing < 2 mi.
apart
Level of Service
C
52,000
81,700
111,400
141,200
170,900
E
76,500
120,200
163,900
207,600
251,200
Lanes
4
6
8
10
12
B
36,000
56,500
77,000
97,500
118,100
D
67,200
105,800
144,300
182,600
221,100
A
22,000
34,800
47,500
60,200
72,900
BICYCLE MODE
(Note: Level of service for the bicycle mode in this table is based on roadway
geometrics at 40 mph posted speed and lraffic condilions, nol number of bicyclists
using the facility.) (Multiply motorized vehicle volumes shown below by number
of directional roadway lanes 10 determine two-way maximum service volumes.)
Paved Shoulder/
Level of Service Bicycle Lane Level of Service
Lanes Divided A B C D E Coverage A B C D E
2 Undivided .. .. 5,300 12,600 15,500 0-49% .. .. 3,200 13,800 > 13,800
4 Divided .. .. 12,400 28,900 32,800 50-84% .. 2,500 4,100 >4,100 ...
6 Divided .. .. 19,500 44,700 49,300 85-100% 3,100 7,200 >7,200 ... ...
8 Divided .. .. 25,800 58,700 63,800
Class IV (more than 4.5 signalized inlerseclions per mile and wilhin
primary city central business dislricl of an urbanized area
over 750,000)
Level of Service
Lanes Divided A B C D E
2 Undivided .. .. 5,200 13,700 15,000
4 Divided .. .. 12,300 30,300 31,700
6 Divided .. .. 19,100 45,800 47,600
8 Divided .. .. 25,900 59,900 62,200
PEDESTRIAN MODE
(Note: Level of service for Ihe pedestrian mode in this lable is based on roadway
geometries al 40 mph posted speed and traffic condilions, nol number of pedeslrians
using the facility.) (Multiply molorized vehicle volumes shown below by number of
directional roadway lanes to determine two-way maximum service volumes.)
Level of Service
C D
.. 6,400
.. 9,900
11,300 >11,300
Sidewalk Coverage
0-49%
50-84%
85-100%
E
15,500
19,000
...
A
B
..
..
..
..
..
2,200
NON-STATE ROADWAYS BUS MODE (Scheduled Fixed Roule)
Major City/County Roadways (Buses per hour)
Level of Service (Note: Buses per hour shown are only for the peak hour in the single direction of the higher traffic flow)
Lanes Divided A B C D E Level of Service
2 Undivided .. .. 9,100 14,600 15,600 Sidewalk Coverage A B C D E
4 Divided .. .. 21,400 31,100 32,900 0-84% .. >5 :0:4 :0:3 :0:2
6 Dtvtded .. .. 33,400 46,800 49,300 85-100% >6 >4 >3 >2 >1
Lanes Divided
2 Undivided
4 Divided
Source:
Olher Signalized Roadways
(signalized inlersection analysis)
Level of Service
B C
.. 4,800
.. 11,100
A
D
10,000
21,700
E
12,600
25,200
02/22/02
Florida Department of Transportation
Syslems Planning Office
605 Suwannee Slreel, MS 19
Tallahassee, FL 32399-0450
http://www11.myflorida.com/planning/systems/smllos/default.htm
..
..
Lanes
2
2
Multi
Multi
ARTERIAUNON-ST A TE ROADWAY ADJUSTMENTS
DIVIDED/UNDIVIDED
(alter corresponding volume by the indicated percenl)
Median Left Turns Lanes Adjuslmenl Factors
Divided Yes +5%
Undivided No -20%
Undivided Yes -5%
Undivided No -25%
ONE- WAY FACILITIES
Decrease corresponding two-direclional volumes in Ihis table by 40% 10
obtain the eauivalent one directional volume for one-wav facililies.
*This fa.hle does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning
applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Values shown are two-way annual average daily volumes
(based on KlOo factors) for levels of service and are for the automobile/truck modes unless specifically stated. Level of service letter grade thresholds are probably not comparable across modes and, therefore,
cross modal compansons should be made \N1th caution. Furthennore, combining levels of service of different ~odes into one overall roadway level of service is not recommended.. The table's input value
defaults and level of seTVlce criteria appear on the follo\N1ng page. Calculations are based on planning applicatIons of the Highway Capacity Manual, Bicycle LOS Model, Pedestnan LOS Model and Transit
Capacity and Quality of Service Manual, respectively for the automobile/truck, bicycle, pedestrian and bus modes.
"Cannot be achieved using table input value defaults.
.**Not. applicable for that level of service letter grade. F~r automobile/truck modes, volumes greater than level of service D become F because intersection capacities have been reached. For bicycle and
pedestnan modes, the level of service letter grade (includmg F) is not achievable, because there is no maximum vehicle volume threshold using table input value defaults.
85
N ~..!!!
N 0 X
00 -
oJ-~~
8~N
I----N
a...~oJ-
'II: N
N
o
oJ-
o
tlO
c:
-.;:;
<J>
~
Q)
~
U
<(
....
CO
'"
c:
o
'''::;
"'C
c:
o
U
u
~
<'l:l
~
~
€.~
Q) <'l:l
~O
o
~M
a.. 0
~O
oo::t"t;;~
..... Q) be
..s::: c:
..Q u '''::;
..s::: c: '"
~3~
M~
rJ')
OwwOOO
-l
0>000000
00000
rJ')>"-oo::tNNN
O,-Nl/")O"\O"\O"\
-lJ5M..-oo::t"<t""<t"
00
c: '"
.~ ::::l
'x c:
W
""'C.....,;::-
Q) U ~
'" Q) U
o _~._
g-e:::
'- 0.. Itl
0.. ~
00 ~ U
c: M ._
'.p 0 :::
.~ 0 ~
JS~1-
00",
c: Q)
.~ C
.X j
w
ti l/")
Q) ..-
.~"<t"
e "<t"
o..M
..-O"\"-M
N-olJ")O"\
CONO"\CO
lJ")COCO..-
..-"<t""<t""<t"
"-0"-0"\0"\
"--0 "-COM
lJ")O"\lJ")CO"-
NNNMN
CO..-NCO"<t"
M -0 0"\ -0 lJ")
COCO-OO..-
..-. N lJ") lJ") 0"\
M..-"<t""<t"M
O...,JOOO
~N~~~
-0
2
-0 a:l
2 ..!:
a:l -0 U
-o..!: ~m
~~ C:a:l
~J5 .8 c:
~-o E.8
c: -- c: 6' E
:.:J~.8~a:l6'
it ~ ' -0 a:l
I~.80.8
00-00-0
.....,.....,~.....,~
Q) Q) c:-o
> > 2 c:
<<.8a:l.8
1::l 1::l ~ c E
Q) Q) 0 Itl 6'
6cSca:l3:a:l
c:c:-02-o
88000
1::-o~
~~a:lQ)OJ
~~B-5~~
3 ~ ~ m 1::l 1::l
~::>:-oa:l~~
OItla:lBC:C:
~3:-o"""oo
2- EUU
Itl 0 6'
LJ a:l
8
o
rJ')
o
...,J
c:
::::l
<J>
OJ
'-
.~
W
Q...
o
Q)
1iJ
o
OJ
..!:
.....,
>-
ui..!)
.......~
3 c:
o
U '"
....... ..!:
c: .......
OJ'+-
U 0
.~ tlO
-0 c:
Itl c:
o OJ
cviZ~
'+- 3:
15 0-0
..!: ~ ~
JS (\l 0
OJwg-
OJ > '-
rJ')<0..
285
N~..$
NO X
00 .
.J.~~
ON '
UNN
I-----N
a...<o:t".J.
'*" N
N
o
..1-
o
l!!
.3
"
I..L.
.-
CO
IJ)
C
o
:-e
-C
C
o
cU
(jj .~
a.:::::
o <tl
.... ....
a..f-
2~
II'l IJ) <tl
.~ ~ Cl
..0 U II'l
CN
~~~
~
U
<(
... ... ... '*- '*- '*- '*- '*-
<II U U
Z.~ ~ r- OO r- 1.0 00
"'"l f'.. M If) Q)
~ctE M If) M If) M
U) In
0 0 0 ~ !:3. 0
-' ~ LU
U.
-
o 0 0 0 0 0 0
> 0 0 0 0 0
U) ~ N f'.. N N N
0 Q) N Q) Q) Q)
-' <II """ M """ """ """
U)
If) U 0 0 0 f'.. f'..
l!l N E M Q) M M If)
1.0 00 1.0 f'.. Q)
0 0 ~ M 0 If) r- """
l- N I- """ M If) If) """
... ~
... U 0 0 0 f'.. f'..
CII CII U M Q) M M If)
z .oE 1.0 00 1.0 f'.. Q)
.... <tl r- r- r- N r-
a.. ....
I-
~
-C ~
If) CII CII 0 0 0 0 0
... 1.0 N N N """
N <I> E
0 ::l r- """ Q) 0 ...
.~::l r- OO N 00 N
N -C - """ N If) """ """
< 0
>
~
S
If) 0 CII 0 0 0 0 0
0 0 0 0 0
N a.. E 0 0 0 0 0
0 ~-= N Q) """ Q) M
N """ N If) """ """
0
>
If) <I> 0
N CII 0 0 0 0
0 r::: -' -' -' -' -'
<tl 1.0 """ 1.0 1.0 1.0
N -'
~
~ CO
..c.
CO -C U
..c. ~ rtl
-C U CII
~ rtl r::: CO
OJ 0 r:::
.1l'c: CO ~ .8
~ -C r::: r:::
.:: Q2 .8 If) 0 >-
0; CO 0
-' ~ ~
-C CO
0 .8 0 .8
I CO
.8 .8 ""tJ .8 ""tJ
~ ~
g; g; r::: ~ c
< < .8 CO .8
<I> <I> ~ ~ ~
IJ) IJ)
OJ CII 0 ~ 0
tic Oi: 00 CO
C C OJ
-C "iil -C
0 0 0 0
U u lJ
-C ~
~ -C
~ co g; g;
~ ~ c ..c.
:::::l 0 U < <
~ 0 ~ rtl IJ) IJ)
CO OJ IJ) IJ)
-C ~ co OJ CII
<tl 0 ~ ~
0 CO C
"" ~ 0 c c
-C ~ 0 0
EJ 0 u U
<tl
lJ 0
co
o
.~
-C .
C 00
~o;
0..0
<--
OJ ::
~ .8
U
U'i~
c ...
o c
.~ Q)
a; E
'e~
0..:.0-
Q) rtl
-C C
o 0
E ~
U) OJ
~~
I- rtl
:::> OJ
V) 0..
u.f-
If)O
NOM
Ou....
NC;e
QJ 0 ~
~ -0 w
:::::l ffi OJ
o rtl QJ
V)COU)
s[::!6~~
V)
o
-'
-C
EJ
0..
o
-C
rtl
...
rtl
C
o
...; '.i:J
u '"
.9:l ~
o 0..
0.0
Vl c
~~
:J ~
o ~
-5>-
.3 E
.... IJ)
o OJ
..c. IJ)
... >-
.3 ~
~ rtl
a~
g EJ
... ~
c ....
.~ 0
...---
IJ)-C
C C
o <tl
U ....
.c6
.u ..c.
<Il~
o..rtl
a~
Palm Beach County Traffic Engineering Page 1
160 S. Australian Ave
West Palm Beach, FL 33406 Site Code: 000000004667
Station ID:
GA TEWA Y BL AT E-4 CANAL BRIDGE
Latitude: 0' 0.000 Undefined
51art 13-Mar-n2 E/A Hour T olals W/A Hour T olals Combined Tolals
Time Wed Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon
12:00 23 217 41 278 64 495
12:15. 33 252 38 274 71 526
12:30 24 228 23 252 47 480
12:45 11l 250 98 947 14 239 116 1043 32 489
01:00 9 239 21 252 30 491
01:15 18 233 19 235 37 468
01:30 18 213 18 201 36 414
01;45 10 247 55 932 5 237 63 925 15 484
02:00 18 248 14 263 32 511
02:15. 9 9 226 18 512
02:30 9 9 201 18 481
02:45 10 46 1109 6 353 38 1043 16 648
03:00 7 7 357 14 626
03:15 18 251 13 282 31 533
03:30 15 292 12 306 27 598
03:45 19 257 59 1069 19. 326 51 1271 38 583
04:00 16 275 29 302 45 577
04:15 18 273 15 311 33 584
04:30 25 255 22 366 47 621
04:45 16 239 75 1042 24 304 90 1283 40 543
05:00 26 i 31 36 57 600
05:15 44 24 32 76
05:30 61 L 24 85
05:45 72 203 974 53 140 1649 125
06:00 131 54 185
06:15 136 252 68 317 204 569
06:30 222 216 91 333 313 549
06:45 200 203 779 934 164 291 377 1316 454 494
07:00 215 249 464
07:15 192 241 433
07:30 185 202 387
07:45 159 1504 751 215 971 374
08:00 342 153 225 171 567 324
08:15 272 111 220 150 492 261
08:30 '2:72 118 223 140 495 258
08:45 275 126 1161 508 222 138 890 599 497 264
09:00 239 131 157 175 396 306
09:15 197 133 174 136 371 269
09:30 190 129 158 125 348 254
09:45 187 107 813 500 169 98 658 534 356 205
10:00 162 87 192 112 354 199
10:15 196 78 174 86 370 164
10:30 196 71 207 78 403 149
10:45 200 68 754 304 199 84 772 360 399 152
11:00 213 61 197 64 410 125
11:15 185 60 204 59 389 119
11:30 205 53 239 50 444 103
11:45 192 53 795 227 238 52 878 225 430 105
Total 6342 9297 5044 11155 11386 20452
Percent 40.6% 59.4% 31.1% 68.9% 35.8% 64.2%
Combined 15639 16199 31838
Total
Peak ~ 02:15 07:00 05:15 ~ 05:15
VoIune 1504 1130 ~ 1657 ~ 2661
P.HF. .926 0.958 o. 7 0.935 0.962 0.952
q':J'! /6LfCj @jV
Palm Beach County Traffic Engineering Page 1
160 S. Australian Ave
West Palm Beach, FL 33406 Site Code: 000000004213
Station 10:
GATEWAY BUNW 150'E OF HIGHRIDGE RO
Latitude: 0' 0.000 Undefined
Slart 03-Mar -03 E1A Hour Totals W/A Hour T olals Combined Totals
Time Moll Momin Afternoon Morning Afternoon Mornin Afternoon Mornin Afternoon Morning Afternoon
12:00 34 234 53 254 87 488
12:15 38 276 39 251 n 527
12:30 27 236 31 277 58 513
12:45 28 284 127 1030 24 259 147 1041 52 543
01:00 12 254 19 264 31 518
01:15 15 241 18 252 33 493
01:30 11 262 36 247 47 509
01:45 11 272 49 1029 1a 274 91 1037 29 546
02:00 17 290 22 262 39 552
02:15 11 .291 15 282 26 573
02:3() 8 253 17 291 25 544
02:45 7 43 1213 15 333 69 1168 22 712
03:00 14 14 338 28 691
03::15 26 32 326 58 652
03:30 23 9 320 32 674
03:45 36 '280 99 1313 39 361 94 1345 75 641
04:00 40 287 24 333 64 620
o.U5 26 285 21 361 47 646
04:30 28 318 28 332 56 650
04:45 2:1 245 :115 1135 38 344 111 :1370 59 589
05:00 75 273 58 133 666
05:15 66 292- 61 127
05:30 90 326 77 167
05:45 109 281 34() 1172 95 291 1679 204
06:00 156 3()0 93 375 249
06:15 168 299 126 353 294 652
06:30 234 268 2:18 340 452 608
06:45 297 240 855 1107 339 288 n6 1356 636 528
07:00 316 233 257 652 490
07:15 210 267 477
07:30 212 223 435
07:45 :187 1525 842 208 :132:1 955 395
08:00 :181 275 180 361
08:15 327 142 274 :156 601 298
08:30 289 173 316 147 605 320
08:45 .280 148 1285 644 224 144 :1089 627 504 292
09:00 248 152 191 151 439 303
09:15 236 157 206 :134 442 291
09:3() 195 139 183 150 378 289
09:45 212 136 891 584 212 121 792 556 424 257
10:00 184 109 213 110 397 219
:10:15 222 85 197 112 419 197
10:3() 239 106 267 78 506 184
10:45 232 79 877 379 234 79 911 379 466 158
11:00 245 70 224 70 469 140
11:15 257 70 235 62 492 132
11 :3() 224 63 249 54 473 :117
11:45 250 53 976 256 240 49 948 235 490 102
Total 7182 10704 6640 11748 13822 22452
Percent 40.2% 59.8% 36.1% 63.9% 38.1% 61.9%
Combined 17886 18388 36274
Total
Peak 07:15 02:45 07:00 05:00 07:15 05:15
Volume 1598 1412 1321 1679 ~ 2860
PHF. 0.967 0.931 0.944 0.935 ~
Palm Beach County Traffic Engineering Page 1
160 S. Australian Ave
West Palm Beach, FL 33406 Site Code: 5206
Station 10:
CONGRESS AVE 1750'N OF OLD BOYNTON BCH
Latitude: O' 0.000 Undefined
Slart 03-Mar.{)3 N/A Hour T olals S/A Hour Totals Combined Totals
Time Man Momin Afternoon Mom. Afternoon Morning Afternoon Momin Afternoon Mornin Afternoon
12:00 52 440 34 404 86 844
12:15 58 391 30 379 88 no
12:30 33 444 16 398 49 842
12:45 27 444 170 1719 19 419 99 1600 46 863
01:00 28 382 19 386 47 768
01:15 28 397 15 383 43 780
01:30 19 414 17 390 36 804
01:45 11) 458 94 1651 7 366 58 . 1525 26 824
02:00 16 476 13 401 29 877
02:15 8 417 7 420 15 837
02:30 13 467 11 396 24 863
02:45 .9 455 46 1815 6 374 37 1591 15 829
03:00 10 416 7 17 867
03:15 16. 444 9 25
03:30 8 469 11 19
03:45 16 479 50 1808 13 40 1729 29
04:00 9 464 17 429 26
04:15 7 471 17 376 24 847
04:30 18 505 20 362 38 867
04:45 19 421 53 1861 29 362 83 1529 48 783
05:00 22 35 415 57
05:15 22 37 359 59 ~
05:30 27 49 373 76 :98
05:45 39 110 2074 71 338 192 1485 110
06:00 53 491 65 372 118 863
06:.15 65 396 118 347 183 743
06:30 114 406 201 347 315 753
06:45 152 412 384 1705 238 364 622 1430 390 V6
07:00 287 348 321 340 608 688
07:15 212 344 300 .lm1 644
07:30 235 329 266 595
07:45 229 285 963 1306 269 1589 1175 554
08:00 241 290 228 639 518
08:15 222 247 374 237 596 484
08:30 258 249 356 184 614 433
08:45 233 186 954 972 328 179 1456 828 561 365
09:00 287 209 259 203 546 412
09:15 258 1~2 283 154 541 346
09:30 263 168 254 150 517 318
09:45 266 146 1074 715 266 120 1062 627 532 266
10:00 282 158 296 114 578 272
10:15 332 128 281 95 613 223
10:30 314 106 348 66 662 172
10:45 339 115 1267 507 392 69 1317 344 731 184
11:00 345 91 322 63 667 154
11:15 385 88 356 65 741 153
11:30 346 67 365 35 711 102
11:45 365 53 1441 299 358 48 1401 211 723 101
Total 6606 16432 7956 14074 14562 30506
Percent 28.7% 71.3% 36.1% 63.9% 32.3% 67.7%
Combined 23038 22030 45068
Total
Peak 11:00 ~ 03:00 10:45 03:15
Volume 1441 ~ 1666 1729 2850 3563
PHF. 0.936 .931 0.940 0.958 0.962 0.916
9/?- /L/8S 4(/1 ')IJ- '2
Pfl 3~S1
Palm Beach County
TWO CHANNEL SUMMARY Page: 1
01/13/2003 TO 01/14/2003
Site Reference: 130000000000 File: 5610.prn
Site ID: 561000000000 TECH'S NAME: SP
Location: CONGRESS AVE 150'N OF WOOLBRIGHT RD County:
TIME LANE 1 LANE 2 TOTAL
N APP S APP
am pm am pm am pm
-------------------------------------------------------------------------------------------------
00:15 14 310 34 285 48 595
00:30 14 272 20 301 34 573
00:45 13 324 29 294 42 618
01:00 7 48 349 1255 17 100 295 1175 24 148 644 2430
01:15 17 286 8 282 25 568
01:30 14 296 7 291 21 587
01: 45 4 344 10 304 14 648
02:00 13 48 330 1256 10 35 281 1158 23 83 611 2414
02:15 13 338 12 302 25 640
02: 30 5 328 9 327 14 655
02:45 5 350 9 340 14 690
03:00 7 30 309 1325 6 36 356 1325 13 66 665 2650
03:15 7 369 6 318 13 687
03:30 7 322 6 314 13 636
03: 45 13 335 11 357 24 692
04:00 7 34 327 1353 6 29 321 1310 13 63 648 2663
04:15 5 319 4 381 9 700
04:30 15 330 12 334 27 664
04: 45 12 326 13 351 25 677
05:00 23 55 280 1255 11 40 377 1443 34 95 657 2698
05:15 19 325 15 385 34 710
05:30 32 263 19 421 51 684
05: 45 58 270 25 373 83 643
06:00 90 199 260 1118 26 85 393 1572 116 284 653 2690
06:15 59 229 38 312 97 541
06:30 116 230 47 292 163 522
06:45 192 236 71 225 263 461
07:00 191 558 209 904 89 245 238 1067 280 803 447 1971
07:15 284 185 135 178 419 363
07:30 360 170 125 161 485 331
07:45 399 172 169 159 568 331
08:00 421 1464 187 714 153 582 121 619 574 2046 308 1333
08:15 322 148 176 117 498 265
08:30 309 162 180 130 48 292
08: 45 298 146 198 124 496 270
09:00 266 1195 129 585 221 "175 116 487 487 1970 245 1072
09:15 258 163 227 109 485 272
09:30 227 140 183 74 410 214
09: 45 270 122 193 96 463 218
10:00 226 981 73 498 246 849 66 345 472 1830 139 843
10:15 234 66 229 74 463 140
10:30 219 54 260 84 479 138
10:45 269 57 260 51 529 108
11: 00 243 965 79 256 271 1020 67 276 514 1985 146 532
11: 15 290 49 265 67 555 116
11 :30 281 43 269 45 550 88
11: 45 286 37 243 41 529 78
12:00 289 1146 33 162 297 1074 36 189 586 2220 69 351
-------------------------------------------------------------------------------------------------
TOTALS 17404 15836 33240
AM Times 07:30 11: 15 11: 15 Aft? 2/~9
AM Peaks 1502 1074 2220
Factors PHF: .89 PHF: .90 PHF: .94
PM Times 14 :30 17: 15 16:45
PM Peaks 1356 1572 ~
Factors PHF: .91 PHF: .93 HF: .96
Palm Beach County Traffic Engineering Page 1
160 S. Australian Ave
West Palm Beach, FL 33406 Site Code: 000000005203
Station 10:
BOYNTON BCH BLVD 600'W OF 1-95 ENT
Latitude: O' 0.000 Undefined
Slart 1O-Feb-03 EtA Hour T olals W/A Hour Totals Combined Tolals
TIme Moo Momin Afternoon Morning Afternoon Mornin Afternoon Momin Afternoon Momin Afternoon
12:00 63 451 28 397 91 848
12:15 60 353 27 361 87 714
12:30 44 368 38 385 82 753
12:45 42 417 209 1589 30 384 123 1527 72 801
01:00 38 380 27 366 65 746
01:15 30 376 26 56 776
01:30 26 367 33 59 755
. 01:4$ 10 381 104 1504 11 97 1553 21 780
02:00 7 327 23 30 776
02:15 12 428 10 348 22 776
02:30 10 398 12 418 22 816
02:45 15 423 44 1576 19 407 .64 1622 34 830
03:00 7 441 15 360 22 801
03:15 13 440 14 393 27 833
03:30 13 465 13 416 26
03:45 12 439 45 1835 16 387 58 1556 28
04:00 7 496 13 418 20
04:15 15 465 11 412 26 L.
04:30 16 463 20 365 36 828
04:45 40 440 78 1864 18 388 62 1583 58 828
05:00 34 37 392 71 894
05:15 33 37 398 70 915
05:30 65 69 400 134 897
05:45 71 203 2002 86 229 1545 157 841
06:00 120 410 120 342 240 2
06:15 131 408 170 344 301 752
06:30 168 363 238 351 406 714
06:45 214 365 633 1546 250 302 778 1339 464 667
07:00 220 292 344 311 564 603
07:15 tS 293 386 268 629 561
07:30 228 224 452
07:45 341 231 1080 1044 220 1685 451
08;00 304 227 257 484
08:15 200 187 387
08:30 312 155 362 188 674 343
08:45 302 155 1214 737 403 171 1602 803 705 326
09:00 283 180 390 164 673 344
09:15 329 151 371 157 700 308
09:30 304 102 366 163 670 265
09:45 363 110 1279 543 371 159 1498 643 734 269
10:00 304 141 366 160 670 301
10:15 335 98 342 128 677 226
10:30 325 105 382 105 707 210
10:45 332 93 1296 437 324 79 1414 472 656 172
11:00 351 97 378 100 729 197
11:15 350 76 378 82 728 158
11:30 404 39 386 75 790 114
11:45 359 58 1464 270 378 43 1520 300 737 101
Total 7649 14947 9130 13966 16779 28913
Percent 33.9% 66.1% 39.5% 60.5% 36.7% 63.3%
Combined 22596 23096 45692
Total
Peak 11:00 05:00 ~ 01:15 07:30 03:30
Volume 1464 ~ 179 1636 ~ 3548
P.H.F. 0.906 0.912 0.911 .04 (@!J
/2/1 / So, rjJ
Palm Beach County Traffic Engineering Page 1
160 S. Australian Ave
West Palm Beach, FL 33406 Site Code: 000000005301
Station 10:
BOYNTON BCH BLVD 600'E OF 1-951;NT
Latitude: O' 0.000 Undefined
Slart lO-Feb-03 E/A Hour T olals W/A Hour T olals Combined T olals
TIme Mon Mornin Afternoon Mornin Afternoon Momin Afternoon Mom; Afternoon Morning Afternoon
12:00 43 318 34 307 77 625
12:15 36 300 22 314 ,58 614
12:30 26 258 16 274 42 532
12:45 22 .~. 127 1162 39 308 111 1203 61 594
01:00 19 284 23 273 42 557
01:15 13 .282 21 .297 34 579
01:30 18 290 15 278 33 568
01:45 16 293 66 1149 9 281 68 1129 25 574
02:00 12 278 8 361 20 639
02:15 11 334 9 297 20 631
02:30 6 297 3 346 9 643
02:45 7 319 36 1228 6 298 26- 1302 13 617
03:00 7 321 10 326 17 647
03:15 8 4 85 12 639
03:30 10 7 17 ;.,
03:45 7 32 1382 5 26 1283 12
04:00 8 9 17
04:15 12 312 8 20
04:30 10 354 9 290 19
04:45 29 2 59 1344 16 344 42 1335 45
05:00 19 74 13 336 32
05:15 29 328 12 7 41
05:30 53 348 26 340 79 688
05:45 75 310 176 1360 36 312 87 1285 111 622
06:00 93 275 35 281 128 556
06:15 112 279 69 278 181 557
06:30 167 267 91 255 258 522
06:45 190 255 562 1076 136 256 331 1070 326 511
07:00 195 222 168 218 363 440
07:15 231 204 220 222 451 426
07:30 169 181 350
07:45 172 1057 767 181 1046 802 353
08:00 171 193 364
08:15 166 153 319
08:30 210 139 252 131 462 270
08:45 238 119 989 595 251 125 1058 602 489 244
09:00 242 147 283 123 525 270
09:15 236 105 240 109 476 214
09:30 237 104 260 118 497 222
09:45 238 103 953 459 281 112 1064 462 519 215
10:00 236 121 248 102 484 223
10:15 263 88 249 87 512 175
10:30 255 86 280 59 535 145
10:45 272 63 1026 358 255 64 1032 312 527 127
11:00 259 57 288 59 547 116
11:15 311 43 259 63 570 106
11:30 285 44 294 51 579 95
11:45 274 36 1129 180 336 32 1177 205 610 68
Total 6212 11060 6068 10990 12280 22050
Percent 36.0% 64.0% 35.6% 64.4% 35.8% 64.2%
Combined 17272 17058
Total 34330
Peak ~ 03:15 ~ 03:30 07:30 03:30
Vokme 1417 213 1373 ~ 2748
PHF. .872 0.947 0.882 0.876 .877 0.968
136L /362- @!V
Palm Beach County Traffic Engineering Page 1
160 S. Australian Ave
West Palm Beach, FL 33406 Site Code: 000000005629
Station 10:
OLD BOYNTON RO 12S'N OF BOYNTON BCH RO
Latitude: 0' 0.000 Undefined
Slaft 03-Mar-D3 NJA Hour Totals SJA Hour T olals Combined Totals
Time Man Mornin Afternoon Morning Afternoon Morning Afternoon Mornin Afternoon Momin Afternoon
12:00 12 93 13 127 25 220
12:15 3 93 6 116 9 209
12:30 8 102 8 118 16 220
12:45 8 122 31 410 5 104 32 465 13 226
01:00 4 112 4 102 8 214
01:15 4 112 3 107 7 219
01:30 3 105 1 123 4 228
01:45 2 96 13 425 4 103 12 435 6 199
02:00 4 115 1 108 5 223
02:15 2 120 4 119 6 239
02:30 3 101 1 106 4 207
02:45 0 116 9 452 6 138 12 471 6 254
03:()() 2 2 130 4 250
03:15 1 0 143 1 263
03:30 1 2 122 3 226
03:45 8 12 475 2 154 6 549 10 285
04:00 3 98 2 160 5 258
04:15 3 105 2 164 5 269
04:30 5 105 1 169 6 274
04:45 3 99 14 407 5 10 647 8
05:00 8 94 2 10
05:15 9 90 6 15
05:30 15 114 4 19
05:45 16 105 48 403 13 146 25 706 29 251
06:00 29 104 8 156 37 260
06:15 35 101 12 154 47 255
06:30 63 95 14 126 77 221
06:45 76 108 203 408 33 H6 67 552 109 224
07:00 110 97 ~ 112 158 209
07:15 82 121 16 203
07:30 76 86 193 162
07:45 80 513 335 71 71 229 390 222 151
08:00 76 6 82 176 158
08:15 101 75 50 73 151 148
08:30 90 67 65 54 155 121
08:45 111 68 416 286 73 56 250 265 184 124
09:00 91 68 68 56 179 124
09:15 73 47 84 50 157 97
09:30 68 55 80 34 148 89
09:45 84 39 316 209 67 34 319 174 151 73
10:00 94 49 85 35 179 84
10:15 89 24 71 27 160 51
10:30 68 33 94 30 182 63
10:45 92 22 363 128 97 22 347 114 189 44
11:00 84 19 13 -. 32
..""
11:15 104 16 14 30
11:30 95 26 15 41
11:45 lOt 6 384- 67 7 408 49 13
Total 2322 4005 4817 8822
Percent 36.7% 63.3% 73.7% 68.6%
Combined 6327 6534
Total 12861
Peak ~ 03:00 11:00 04:45 11:00 04:45
VoIune 51 475 408 ~ 792 C!!TI)
PHF. 0.856 0.906 0.903 . 15 0.892 0.920
3~ 1- :{L./3 @
Start 03-Mar-03
Time Moo
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01A5
02:00
02:15
02:30
02:45
03:00
03:15 .'
03:30
03:45
04:00
'.04:15
04:30
04:45
05:00
05:15
05:30
.05:45
06:00
. 06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
06:15
08:30
08:45
09:00
09:15
09:30
.09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
Combined
Total
Peak
Volume
P.H.F.
Morning
8
11
6
6
2
.... 9
5
6
8
4
4 ::::':'
3
1
1
3
5
4
3
3
16
14
.-;
27
'24
42
44.
76
16
145
146
166
205
189
178
175
232
112
"1sl
205
210
209
195
204
226
202
201
223
236
4324
37.0%
EfA
Afternoon
223
'. ..217
220
233
229
231
239
m
.,",#::~~
} {{:)Ut
::;:m
....:::::I::iia
210
195
199
:tt4
209
212
161
229
176
195
232
"207
216
200
195
19l:f
169
146
122
97
109
91
91
a9
86
58
57
36
46
36
15
27
23
19
14
17
7348
63.0%
11672
11:00 02:00
862 941
0.913 0.898
Palm Beach County Traffic Engineering
160 S. Australian Ave
West Palm Beach, FL 33406
Hour T aIals
Morning Afternoon
31 893
'22" 921
19 941
.. 10 "818
26 811
n 810
238 806
662 534
714 380
Tl4 .. 2.37
834 124
862 73
Page 1
Site Code: 5627
Station ID:
OLD BOYNTON RD 250'E OF LAWRENCE RD
W/A
Morning Allernoon
21 185
n '179
13 179
'9 195
9 192
8 . 224."
2 197
6212
3 199
2 i97
3 232
1 2$3
2 209
4 "239
1 225
3 )/2&[
~}.:::!:::!I;
OJ::i41::
5 243
7 260
11 252
10 270
20251
16 225
17 215'
19 184
34 213
50 196
81 204
82 175
74 1.77
68 148
65 135
68 152
67 150
12 149
75 108
104 113
112 107
94 63
116 53
126 36
134 39
136 36
148 41
162 20
181 21
2256 8373
21.2% 78.8%
10629
11 :00 03:45
627 1040
0.866 0.963
Latitude: 0' 0.000 Undefined
Hour Totals Combined Totals
Morning Afternoon Morning Afternoon
29 40B
22396
19 399
54 . 738 15 428
11 421
17.. 455
7 436
25 825 12. 434
11 417
6 418
7 494
9 861 :4 473
3 419
5 434
4 424
10 929 8 470
5 475
6 469
3 422
9 102721~}
;~:;)'{-
37::::SQi
48 . . 1033 44 458
58 441
91 415
95 379
86 837 110 40B
195 365
227 350
248 297
. 287 .752 279 274
257 257
243 226
243 243
268 . 585 299 239
244 235
262 166
309 170
363 477 322 143
303 109
311 89
330 51
470 191 360 66
338 59
349 60
385 34
627 118 417 38
6580 15721
29.5% 70.5%
22301
11:00 04:45
1489 1857
0.893 0.925
PROJECT NAME: BoynTon Beach Mall DRIA 05-002
LOCATION:
PCN:
I FILE NO.: DRIA 05-002 II TYPE OF APPLICATION: I
AGENT/CONTACT PERSON: OWNER:
Thomas A. Marsciano Vice President ADDRESS:
URS Corporation Southern, Inc. FAX:
ADDRESS: P.O. Box 31646 PHONE:
Tampa, FL 33607-1462
FAX: 813-286-17,
PHONE: 813-286-6587
SUBMITTAL / RESUBMITTAL 12-22-05
1 ST REVIEW COMMENTS DUE: 1/12/05
PUBLIC NOTICE:
TRC MEETING: 1/25/05
LAND DEVELOPMENT SIGNS POSTED
(SITE PLANS):
PLANNING & DEVELOPMENT BOARD 2/22/05
MEETING:
COMMUNITY REDEVELOPMENT
AGENCY BOARD
CITY COMMISSION MEETING: 1 st Reading 3/1/05
2nd Reading 3/15/05
COMMENTS: (2€c.. b / i€fT7El'L ~ /2.-22-04-
S:\Planning\SHARED\WP\PROJECTS\8oynton Beach Mall\DRIA 05-002\2004 PROJECT TJ
(MUVtC.O)
l:tr~~ /)uE - 1-/2-05
~c., !(Iro - I - 2S - OS
P J 'Z- Ik~ - 2 - 22 -~
~ _ /~.,. ~J.>(p J-t... oS
~tl ~/PG 3~/5-0S