SITE SPECIFIC TRAFFIC EVALUATION
II1II'1-_ n Kimley-Horn
~ U and Associates, Inc.
October 20, 2005
.
4431 Embarcadero Drive
West Palm Beach, Florida
33407
Masoud Atefi, MSCE
Palm Beach County Engineering
160 Australian Avenue
Suite 303
West Palm Beach, Florida 33416
Re: Gulf Stream Lumber
047502001
Dear Mr. Atefi:
Attached is a revised traffic statement for the Gulf Stream Lumber site, located
within the City of Boynton Beach Transportation Concurrency Exception Area.
Based upon verbal comments that you have provided, we obtained notarized
verification that the site has been operating within the last year and have also
attached a copy of the business license.
Furthermore, we have included a 2005 survey of the entire site and also obtained
further detail of the uses on site. The site includes one 11,493 square foot
building that functioned as an office and a total of 105,049 square feet of
building area that served warehouse functions. The vested trip generation
calculation has been revised to reflect this.
We trust that this information addresses comments that you had regarding vested
uses on site. Please call me if you have any questions.
Sincerely,
KIMLEY -HORN AND ASSOCIATES, INC.
c~Z;w~e~
Transportation Engineer
CWH/gb
P:\0475\02001 \102005ma.doc
.
TEL 561 845 0665
FAX 561 863 8175
~ __ WlI... Kimley-Horn
~ r ~ and Associates, Inc.
4431 Embarcadero Drive
West Palm Beach, Florida
33407
TEL 561/845-0665
FAX 561/863-8175
Transmittal
Date: October 20, 2005
Job Number: 047502001
Project Name: Gulf Stream Lumber
To: Mr. Ed Breese
City of Boynton Beach
100 East Boynton Beach Boulevard
Boynton Beach, Florida 33435
We are sending these by
IZI u.s. Mail
D Other:
D FedEx
D Via Courier
We are sending you
IZI Attached
D Under separate cover via
the following items:
D Shop Drawings
D PrintsIPlans
D Samples
D Specifications D Change Orders
D Other:
Copies
Date
No.
Description
5
5
Site Specific traffic Evaluation
Copies ofletter to Masoud Atefi
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. . I i~05 Ilj D As requested D Approved as noted
I D For review and comment D Returned for corrections
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.... -------..-........:....----Kemarks:
D Resubmit
D Submit
D Return
D Copies for approval
D Copies for distribution
D Corrected prints
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'stopher W. gen, P.E.
Copy to:
Signed
~=n
Kimley-Horn
and Associates, Inc.
May 18 2005
Revised July 26, 2005
Revised October 20,2005
.
4431 Embarcadero Drive
West Palm Beach, Florida
33407
Mr. Ed Breese
City of Boynton Beach
100 East Boynton Beach Boulevard
Boynton Beach, Florida 33435
Re: Gulf Stream Lumber Site
Boynton Beach, Florida
047502001
Dear Mr. Breese:
Kimley-Hom and Associates, Inc. has completed a site-specific traffic evaluation
of the proposed redevelopment of the Gulf Stream Lumber site. This site is
located in the northwest quadrant of Woolbright Road and Federal Highway/US
1 in Boynton Beach, Florida, as shown in Figure 1. The site has served as a
l4.64-acre lumber yard that contained multiple buildings. The site has been in
operation within the last 5 years as documented in the attached affidavit from
the former owner and copy of the 2004 business license. A survey and usage
data for the buildings on site is attached to this letter. As shown in that
information, the buildings on site comprised a total of 11,493 square feet of
office use and 105,049 square feet of warehouse use.
The site is proposed to be redeveloped to contain a mix of residential, retail,
and restaurant land uses with a buildout date of 2010. The property is located
within the City of Boynton Beach Transportation Concurrency Exemption Area
(TCEA); therefore, the entire site, including the non-residential component, is
exempt from the standard transportation concurrency requirements of the Palm
Beach County Traffic Performance Standards Ordinance (TPSO). Based upon
requirements for development within a TCEA set forth in Chapter L, Section 5
of the TPSO, the following traffic evaluation quantifies the trip generation,
traffic assignment and traffic volumes on the site access driveways.
Trip Generation
The daily and peak hour traffic generation for the development was based upon
trip generation rates published in the Institute of Transportation Engineers' (ITE)
Trip Generation (7lh Edition). The proposed development plan consists of the
following mix of land uses:
.
General Commercial Retail..........................................43,359 Square Feet
Townhouse/Condominium .............................................20 Dwelling Units
Apartment.....................................................................4 7 4 Dwelling Units
845 0665
863 8175
.
. .
TEL 561
FAX 561
~=n
Kimley-Horn
and Associates, Inc.
Mr. Ed Breese, Revised October 20, 2005, Page 2
The internal capture calculations were based upon rates from the ITE Trip
Generation Handbook. Pass-by rates published by Palm Beach County were used
to account for traffic already on the roadway network. The proposed development
is expected to generate 4,616 net new external daily trips, 150 net new AM peak
hour trips and 381 net new PM peak hour trips when compared to the vested
development on site. Table 1 summarizes the daily and peak hour trips associated
with the proposed project and the vested uses for the site. The 110%
redevelopment credit has also been calculated for the vested uses, as shown in
Table 1.
Project Traffic Assignment
Based upon the net traffic generation potential, it was determined that the
maximum radius of development influence for Test 1 of Palm Beach County's
Traffic Performance Standards is two miles.
The a.rn. and p.rn. peak hour project trips were assigned to the surrounding
roadway network in terms of a.rn. and p.m. peak hour external trips. Project
assignment was based on the characteristics of the surrounding land uses and
roadway network. Project traffic assignment and the percent impact of the project
traffic impact on each roadway link are reported in Table 2.
Driveway Evaluation
Project traffic was assigned to the driveways serving the site. The proposed
driveway volumes are depicted in Figure 2. For reference purposes, a copy of the
currently proposed site plan is also attached. Following is a summary of each of
the site driveways.
. Western driveway on Woolbright Road-
This driveway aligns with the existing signal on Woolbright Road. It is
proposed to shift the signal further east to align with the eastern site
driveway and an existing driveway of the shopping center on the south
side of Woolbright Road. This driveway would only provide service
access to the south residential tower and garage. This driveway is
proposed to be right-inlright-out only and is expected to carry only
minimal traffic volumes. Based upon standards contained in the Palm
Beach County "Guide to Parking lot and Street Access Design Criteria
and Standards", this driveway would be classified as a minor driveway.
. Eastern driveway on Woolbright Road-
This driveway is proposed to align with an existing driveway to the
shopping center on the south side of Woolbright Road. Full access would
be provided at this driveway and it is proposed to relocate the existing
signal to this driveway. Based upon the expected volume of traffic, this
~=r~
Kimley-Horn
and Associates, Inc.
Mr. Ed Breese, Revised October 20, 2005, Page 3
would be classified as a major driveway according to Palm Beach County
standards. According to these standards, dual egress lanes should be
provided and the driveway throat should be a minimum of 100 feet in
length. Based upon the expected volume of traffic, an exclusive
eastbound left turn lane should be provided on Woolbright Road at this
signalized driveway entrance.
. Driveway on U.S. 1 -
This driveway is proposed to align with the existing directional median
opening on u.s. 1. It is proposed to function as a right-in, left-in, right-
out driveway. Based upon the expected traffic volumes, it will be
classified as a major driveway. The traffic volumes warrant an exclusive
left turn lane on U.S. 1, which is already provided at the proposed project
entrance.
. Western driveway on SE lih Avenue-
This driveway is proposed to provide service access to the north
residential tower and garage. Full vehicular access is proposed to be
provided. Because this driveway will only provide service access, the
traffic volumes are expected to be minimal and this is expected to
function as a minor driveway.
. Eastern driveway on SE 1 ih Avenue -
This driveway is proposed to provide full access for site traffic on SE lih
Avenue. Based upon the volume of traffic that is expected to utilize this
driveway, it is expected to be classified as a minor driveway. No
additional turn lanes are expected to be necessary based upon the site
traffic.
Conclusion
The Gulf Stream Lumber site that is proposed to be redeveloped is located within
the Boynton Beach Transportation Concurrency Exception Area. Although the
site is exempt from standard concurrency requirements, this traffic evaluation has
been prepared to evaluate the overall trip generation assignment of traffic on
surrounding roadways and the volume of traffic at the site access points. As
documented in this letter, it is proposed to relocate the signal on Woolbright Road
to the east concurrent with development on this site.
Based upon expected site volumes, exclusive left turn lanes to serve the site
driveways are warranted at the eastern site driveway on Woolbright Road in
conjunction with the relocated signal and at the directional median opening on
U.S. 1. No other turn lanes are expected to be required based upon County
criteria.
~=~
Kimley-Horn
and Associates, Inc.
Mr. Ed Breese, Revised October 20, 2005, Page 4
If there are any questions regarding this analysis, please do not hesitate to call.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
f:tw~gg4a
T\a~(~a/~~ngineer
Florida Registration
Number 58636
Engineering Business
Number 696
CWH/gb
Attachments
Cc: Masoud Atefi, Palm Beach County
Ben Campbell, Kimley-Horn and Associates, Inc.
P:\0475\0200 1\1 02005eb.doc
..
AFFIDAVIT
STATE OF FLQRIPA c.l
COUNTYOF lli\~ ~~~ ~
COMES NOW DENNIS VLASSIS, who being first duly sworn, deposes and says:
1. That he is President and Chief Operating Officer of Gulf Stream Lumber Company,
a Florida corporation, which owned the property attached hereto as Exhibit "A" and by reference
incorporated herein until September 1, 2005, at which time said property was conveyed to EP-
Boynton, Inc. by virtue ofa Warranty Deed recorded in Official Records Book 19179, Page 1294,
of the Public Records of Palm Beach County, Florida.
2. That said property was leased to A-I Trust Company of Ocala, Inc., a Florida
corporation, by Lease dated June 1, 1998.
3. That such entity operated.an on-going business for the fabrication and distribution
of trusses from the subject property until 2005.
FURTHER AFFIANT SA YETH NOT.
corporation
By:
Dennis Vlassis, President and
Chief Operating Officer
STATE OF FL~A /l"
COUNTY OF Yl1...1 ~Qc}'L.
The foregoing instrument was acknowledged before me this ;;) I day of September, 2005,
by Dennis Vlassis, President and Chief Operating Officer of GULF STREAM LUMBER
COMPANY, a Florida corporation, who is personally known to me or produced
as identification.
\,\111" A
:~~!:X~~~ nto.in~tte Phillip~
~::.~};: Co~mlsslon # 00300426
',1,1'....~,~ Expires March 23, 2008
,if,,, \ \ Bonof<l Troy FIin .lnlln......... ...., ..,
'-' ".... """"",,-7019
{1.~1~/~
Notary Public
My Commission Expires:
F:\USERS\l\Affidavi\GulfStream Lumber Affidavit.wpd
~
~ '
Parcel 4:
Commencing at the center of County Rock Road (now Federal Highway) on the North
line of the South ~ of the Southeast ~ of the Southeast ~ of Section 28, Township 45
South, Range 43 East, Palm Beach County; Florida, which.point is 347 feet West of the
East line of said Section 28; thence West 331.5 feet to a stake; thence South 264 feet to
a stake; thence East 328.5 feet to the center of County Rock Road (now Federal
Highway); thence North along center of the County Rock Road (now Federal Highway)
to the Point of Beginning. LESS the South 68 feet thereof.
Parcel 5:
Commencing at the Dixie Highway at the crossing of the South Section line of Section
.28 and running North along the County Road 165 feet; thence West 265.5 feet; thence
South 165 feet; thence East 262.5 feet to the Point of Beginning (LESS South 30 feet
thereof as conveyed in Deed recorded in Deed Book 1037, Page 673) all being in
Section 28, Township 45 South, Range 43 East, Palm Beach County, Florida.
. LESS and NOT including:
The Right of Way for State Road 5 (U.s. Highway No.1) as shown in Road Plat Book 3,
Page 11, Public Records of Palm Beach County, Florida, and the Right of Way for
Woolbright Road (S.E. 15th Avenue) as shown in Road Plat Book 5, Page 121, Public
Records of Palm Beach County, Florida.
Parcel 6:
Lot 6, less the existing Right of Way for U.S. Highway No.1, and the East 50 feet of Lot
13, CENTRAL PARK, according to the map or plat thereof as recorded in Plat Book 12,
Page 12, Public Records of Palm Beach County, Florida.
Parcel 7:
Lot 12, less the East 50 feet thereof, and Lot 13, less the East 50 feet thereof,
CENTRAL PARK, according to the map or plat thereof as recorded in Plat Book 12,
Page 12, Public Records of Palm Beach County, Florida.
LESS and EXCEPT the following:
Commencing at the Northwest corner of said Lot 12; thence running East on the North
line of Lot 12, 105 feet to a point; thence running South at right angles, 5 feet; thence
running Westerly parallel to the North line of said Lot 12 to the West line of Lot 12;
thence Northerly on the West line of Lot 12 to the Point of Beginning.
Parcel 8:
Lots 14 through 29, inclusive, CENTRAL PARK, according to the map or plat thereof as
recorded in Plat Book 12, Page 12, Public Records of Palm Beach County, Florida.
To~ether with that portion of S.E. 2nd Street (formerly Ronald Street) lying south of S.E.
12' Avenue (formerly Central Blvd.), and abandoned in Resolution No. 02-214 recorded
in Official Records Book 15721, Page 820, Public Records of Palm Beach County,
Florida.
WPB 844412.2
..
..
Exhibit "A"
Parcel 1 :
A tract of land in Section 28, Township 45 South, Range 43 East, Palm Beach County,
Florida, more particularly described as follows, to-wit: Beginning at a point in the South
line of said Section 28 (being on Woolbright Road), said point being 229.50 feet
Westerly from, measured along the South line of said Section 28, the Westerly line of
U.S. Highway No.1; thence Northerly at an angle with the preceding course of 890 43'
30", measured from East to North, a distance of 165.0 feet; thence Easterly parallel to
the South line of said Section 28; a distance of 41.03 feet; thence Northerly at an angle
with the preceding course of 900 16' 50" measured from West to North, a distance of
221.13 feet; thence Westerly parallel to the South line of Central Park, a Subdivision of
Boynton Beach, plat of which is recorded in Plat Book 12, Page 12, Public Records of
Palm Beach County, Florida, a distance of 100 feet; thence Northerly at an angle with
the preceding course of 890 55' 30", measured from East to North, a distance of 264.0
feet, more or less, to the South line of said Central Park; thence Westerly along the
South line of said Central Park, a distance of 490.26 feet, more or less, to the Easterly
Right of Way of the Florida East Coast Railway Right of Way; thence Southerly along the
Easterly Right of Way line of the Florida East Coast Railway, a distance of 660.80 feet,
more or less, to the South line of said Section 28; thence Easterly along the South line of
said Section 28, a distance of 643.40 feet, more or less, to the Point of Beginning.
Parcel 2:
The West 100 feet of the South 68 feet of that certain tract of land described as follows:
Commencing at the center of the County Rock Road (now Federal Highway) on the
North line of the South Y:z of the Southeast % of the Southeast % of Section 28,
Township 45 South, Range 43 East, Palm Beach County, Florida; thence West 331.5
feet to a stake; thence South 264 feet to a stake; thence East 328.5 feet to the center of
the County Rock Road (now Federal Highway); thence North along center of the County
Rock Road (now Federal Highway) to the Point of Beginning.
Parcel 3:
A parcel of land in the Southeast }'4 of Section 28, Township 45 South, Range 43 East,
Palm Beach County, Florida, more particularly. described as follows: Beginning at the
intersection of the South line of said Section 28, and Westerly Right of Way of U.S.
Highway #1 as laid out and in use; thence Northerly along said West Right of Way line, a
distance of 165.05 feet to a concrete monument marking the Southeast corner of the
tract of land to be herein conveyed; thence continuing along said West Right of Way line
a distance of 289.81 feet more or less to a point which is 196 feet South of, measured at
right angles, to the South line of Central Park, a subdivision recorded in Plat Book 12,
Page 12, Public Records of Palm Beach County, Florida; thence Westerly and parallel
with the said South line of Central Park, a distance of 196.74 feet; thence Southerly at
an angle of 900 04' 30" measured from East to South, a distance of 289.13 feet, more or
less, to a point which is 165 feet North of the South line of said Section 28; thence
Easterly and parallel with said South line of Section 28, a distance of 191.47 feet, more
or less, to the Point of Beginning.
WPB 844412.2
".,.-
2004 FOR PROFIT CORPORATION--"-
ANNUAL-REPORT (AR)
DOCUMENT # 171862
1. Entity Name
GULF STREAM LUMBER COMPANY
FILED
Feb 11, 2004 8:00 am
Secretary of State
02-11-200490019011 ***150.00
Principal Place of Business
1415 S FEDERAL HWY
PO BOX 160
BOYNTON BEACH FL 33425
Mailing Address
t 415 S FEDERAL HWY
PO BOX 160
BOYNTON BEACH FL 33425
:z. Principal Place of Business
T ST.
IIII~ IIIIIIIIIIII~IIIIIIIIIIII~I ~ I~
MOORE
CR2E034 (11/03)
4. FEI Number 59-0693827
Applied For
Not Applicable
$8.75 Additional
Fee Required
Istentd Agent
o
5. Certificate of Status Desired
7. Name and Address of New R
-- .'" -. .,...- ---
Name
VEASSIS.,. DENNIS... _- ~
<-
VLASSIS, DENNIS
1415 S. FEDERAL HWY.
BOYNTON BEACH FL 33435
Street Address (P.O. Box Numper is Not Acceptable)
City
1481 W. 1
RIVIERA BCH
8. The above nam d
the obligations f
. FL Zi'3~4
11.
0 o Delete mu
VLASSIS. MARGOT IWAE
1415 S FEDERAL HWY STREET ADDflfSS
BOYNTON BEACH FL 33435 CfIY - ST . ZIP
f/TLE SD o Delete TITLE
NAME O'NEIL, PATRICK L NAMf
STREET ADDRESS 1315 S ClEVElAND-MASSILLION RD. STREET ADDRESS
. CfIY.ST-ZI' COPLEY OH <<321.2175 CfIY .snlP
TITtE PCOO o Delete TITU
- . IWIE - - VLASSIS,'DENNIS' _.- -- -... ,_.~-- ~ 'JAME
STREHADOIIESS 1415 S. FEDERAL HWY. STREET ADDRESS
CfIY.Sf.lIP BOYNTON BEACH FL CITY-Sf. ZIP
TITtE CCEO o Delete TITlE
NAME GRAVES. S. KEITH NAME
STREET ADOOESS 1315 S CLEVELAND-MASSILLON RD. STRffi AOORESS
eHY.SHIP COPlEY OH 44321-2175 CllY. Sf. ZIP
TITlE 0 o Delele nTlf
NAME O'NEILL, PAMELA NAME
smm ADOJ\ESS 1315 S CLEVB.AND-MASSILLON RD. STRill ADOllESS
CllY-ST-Z1P COPLEY OH 44321.2175 CfIY. Sf. ZIP
nrLE DDelele TIM
NAME NAME
STREET ADDRESS StREET ADOIlESS
CITY - ST - ZIP CllY-ST.Z!P
anging ~s registered ottice or registered agent, or both. in the State of Aorida. I am familier with. and accept
~
SIGNATURE
9. Election Campaign Rnancing
Trust Fund Contribution. 0
$5.00 May Be
Added to Fees
ADDITIONS/CHANGES TO OFFICERS AND DIRECTORS IN 11
o Change 0 Addition
o Change 0 Addl~on
o Change 0 Addition
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BUILDING NO. AREA FT2 BUILDING'S USE TOTAL
1 11493 OFFICE 11493 OFFICE
2 3715 WAREHOUSE
3 16734 WAREHOUSE
4 1978 WAREHOUSE
5 14359 WAREHOUSE
6 26180 WAREHOUSE
7 7200 WAREHOUSE
8 3450 WAREHOUSE
9 3132 WAREHOUSE
10 1788 WAREHOUSE
11 721 WAREHOUSE
12 1531 WAREHOUSE
13 1546 WAREHOUSE
14 2385 WAREHOUSE
15 723 WAREHOUSE
16 6780 WAREHOUSE
17 8108 WAREHOUSE
18 1512 WAREHOUSE
19 982 WAREHOUSE
20 1806 WAREHOUSE
21 419 WAREHOUSE 105049 WAREHOUSE
TABLE I
GULF STREAM LUMBER SITE
TRIP GENERATION
Land Use Intensity Daily AM Peak Hour PM Peak Hour
Trlns Total In Out Total In Out
Vested Site Traffic
Office 11 ,493 s.f. 252 33 29 4 38 6 32
Warehouse 105,049 s.f. 521 86 71 15 68 17 51
Subtotal 773 119 100 19 106 23 83
Internal Capture Daily AM lM
Office 5% 3% 3% 12 I 1 0 1 0 I
Warehouse 2% 1% 2% 12 I 0 I I I 0
Subtotal 24 2 1 1 2 1 1
Pass-By Traffic
Office 5.0% 13 2 I 0 2 0 2
Warehouse 5.0% 26 4 4 I 3 1 3
Subtotal 39 6 5 1 5 1 5 1
Vested External Trips 710 111 94 17 99 21 77
Vested External Trips (with 110% redey. Credit) 781 122 103 19 109 23 85
Proposed Site Traffic
Commercial Retail 43,359 s.f. 3,954 45 27 18 361 173 188
Townhouse/Condominium 20 d.u. 140 14 2 12 16 11 5
Apartment 474 d.u. 3,318 236 47 189 294 191 103
Subtotal 7,412 295 76 219 671 375 296
Internal Capture Daily AM PM
Commercial Retail 4% 4% 4% 174 2 I I 14 5 9
Townhouse/Condominium 5% 1% 5% 7 0 0 0 I 0 1
Apartment 5% 1% 5% 166 2 I I 13 9 4
Subtolal 347 4 2 2 28 14 14
Pass-By Traffic
Commercial Retail 44.1 % 1,668 19 11 8 153 74 79
Subtotal 1,668 19 11 8 153 74 79
Proposed External Trips 5,397 272 63 209 490 287 203
Total Driyeway Volume 7,065 291 74 217 643 361 282
Change in External Trips (proposed-Existing) (with 110% redey. Credit) 4,616 150 (40) 190 381 264 118
Note: Trip generation was calculated using the following data:
Daily Traffic Generation
Office [ITE 110] = T = 42.22(X) + 263.11
Warehouse
Commercial Retail [P.RC.] = Ln(T) = 0.64 Ln(X) + 5.87
Townhouse/Condominium [P.RC.] = T = 7 trips per dwelling unit
Apartment [P.RC.] = T = 7 trips per dwelling unit
AM Peak Hour Traffic Generation
General Light Industrial [ITE 110] = T = 7.51 trips per acre; (83% in, 17% out)
Commercial Retail [P.RC.] = T = 1.03 trips per 1,000 s.f.; (61% in, 39"10 out)
Townhouse/Condominium [P.B.C.] = Ln(T) = 0.80 Ln(X) + 0.26; (17% in, 83% out)
Apartment [P.RC.] = T = 0.49(X) + 3.73; (20% in, 80% out)
PM Peak Hour Traffic Generation
General Light Industrial [ITE 110] = T = 3.68(X) + 116.82; (22% in, 78% out)
Commercial Retail [P.RC.] = Ln(T) = 0.66 Ln(X) + 3.40; (48% in, 52% out)
Townhouse/Condominium [P.B.C.] = Ln(T) = 0.82 Ln(X) + 0.32; (67% in, 33% out)
Apartment [P.RC.] = T = 0.62 trips per d.u.; (65% in, 35% out)
Retail Pass-By [P.B.C.] = % =45.1 - 0.0225(X)
p.'1047SI0200J If J OOS.xlsJlrip ..Ken JO/J8I200S J 1.10 ~;;[~ and~es Inc.
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GULF STREAM LUMBER SITE
PEAK HOUR TRAFFIC LINK ANALYSIS
Roadway Existing Projeet Traffic Percent
From To Number LOS'D' Percent Peak Hour of
Of Lanes Capacity Assi2nment AM. P.M. Capacity
Boynton Beach Boulevard
West ofI-95 6LD 4,680 5% 14 25 0.53%
1-95 Seacrest Blvd 4LD 3,110 4% 11 20 0.64%
Seacrest Blvd FederalHwy/US I 4LD 3,110 6% 16 29 0.93%
Ocean Awnue
FederalHwy/US I Ocean Blvd / SR AlA 4LD 3,110 2% 5 10 0.32%
Woolbricht Road
West of Congress Avenue 4LD 3,110 5% 14 25 0.80%
Congress Avenue 1-95 6LD 4,680 11 0/. 30 54 1.15%
1-95 Seacrest Blvd 4LD 3,110 30% 82 147 4.73%
Seacrest Blvd Site Access 4LD 3,110 50% 136 245 7.88%
Site Access FederalHwy/US I 4LD 3,110 6% 16 29 0.93%
FederalHwy/US I SR AlA 4LD 3,110 4% 11 20 0.64%
23rd Awnue/GeHRoad
Congress Avenue Seacrest Blvd 2L 1,170 4% 11 20 1.71%
Seacrest Blvd Federal Hwy/US 1 2L 1,170 5% 14 25 2.14%
Congress Awnue
North of Woolbright Rd 6LD 4,680 2% 5 10 0.21%
Woolbright Road 23rdAve 6LD 4,680 3% 8 15 0.32%
Interstate 95
North of Boynton Beach Blvd 10LX 16,980 4% 11 20 0.12%
Boynton Beach Blvd Woolbright Road lOLX 16,980 7% 19 34 0.20%
South of Woolbright Road 10LX 16,980 10% 27 49 0.29%
Seacrest Boulevard
North of Boynton Beach Blvd 4LD 3,110 7% 19 34 1.09%
Boynton Beach Blvd Woolbright Road 4LD 3,110 10% 27 49 1.58%
Woolbright Road 23rdAve 4LD 3,110 8% 22 39 1.25%
South of 23rd Ave 4LD 3,110 7% 19 34 1.09%
Federal ffiChway I US 1
North of Boynton Beach Blvd 4LD 3,110 10% 27 49 1.58%
Boynton Beach Blvd Ocean Ave 4LD 3,110 16% 44 78 2.51%
Ocean Ave Site Access 4LD 3,110 23% 63 113 3.63%
Site Access Woolbright Road 4LD 3,110 19% 52 93 2.99%
Woolbright Road 23rdAve 4LD 3,110 17% 46 83 2.67%
South of 23rd Ave 4LD 3,110 10% 27 49 1.58%
State Road AlA
North of Ocean Ave 2L 1,170 1% 3 5 0.43%
Ocean Ave Woolbright Road 2L 1,170 1% 3 5 0.43%
South ofWoolbrig/lt Road 2L 1,170 3% 8 15 1.28%
p: 1047SI0200} I[} OOS.xls Jpkhr
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