CORRESPONDENCE
'ROM TPCK G I EN
"AX NC. :
1",<:. 1il3 ;21ilIj; 1il1: = :'1 I :
CU.,..." ~ 0 P -A - 03 - 00 }
. '
Cartl
201~ S.Federal "'lligh~fCl'1
Fl,ORIDA
All
Brite
'VVcl~;h
Bo)'M'Ct" Bee I.ch
3a435
Tel. 561 732 5072
F,:IX. 5i/i:l ~r;32 m, :>7
12/0;U2'OO; I
The City of Boynton Beach,
Planning and Zoning Depart~:lent,
Boynton Beach.
FL 33435
rft)' toI. S1.1 71l~ 6,l.~"'"
A lTENiION: ERIC JOHt-,ISON
YOUR REF: File No. MSPM03009
PROJECTNAME: ALl. BRnE CJ\R WASH
Dear Sir,
I hereby advise that we willllOt c"nti"ue witt! ourlTl'elT~i('n t, ~ 'ec~ a f .III
service car wash at the abOVt premises at thU stl1:~e. 1'leaSt b.: so kine as
to withdraw our application .Ior the mq,jor sitE: plan modifj,:ato1
i erely,
r
Iii 8-52003
1;\
L-
FEOE~flL "IG"WflY Cfl~ WflS"
T~flFFIC CO"CO~~E"CY fI"flL VSIS
Prepared for
WOOLBRIGHT PETROLEUM. Inc.
Prepared by
PinDER TROUTMfln conSULTinG. Inc.
Z3Z4 Sooth Congress flvenue. Suite 1 H
West Palm BVClch. FL 33406
(561) 434-1644
#PTC03-Z 19
October 10. Z003
~
FEDERAL HIGHWAY CAR WASH
TRAFFIC CONCURRENCY ANALYSIS
INTRODUCTION
Pinder Troutman Consulting, Inc. (PTC) has been retained to conduct a traffic impact analysis for a
proposed Car Wash located in the City of Boynton Beach. The purpose of this study is to determine
if the proposed development meets the standards and requirements of the Countywide Traffic
Performance Standards.
SITE DATA
The site is located in the northwest quadrant of the intersection of Federal Highway and SE 21~
Avenue (Exhibit 1). Access to the site will be via two (2) driveway connections to Federal Highway
and one (1) driveway connection to SE 21~ Avenue. The northern driveway on Federal Highway will
allow right out only movements. The southern driveway on Federal Highway is located at a full
median opening allowing left and right turns in and out. The SE 21' Avenue driveway will allow left
and right turns in and out. All of these driveways exist, as this is a revise of an old Arby's Fast Food
Restaurant. Issues related to driveway location, turn lanes and geometries would be addressed
during final design. Any reference to intersection geometrics is conceptual in nature and subject to
final design and approval by others.
COUNTYWIDE TRAFFIC PERFORMANCE STANDARDS (TPS) ANALYSIS
Trip Generation
Neither Palm Beach County nor the Institute of Transportation Engineers (ITE) publishes trip
generation data for a Car Wash. Trip generation rates were obtained from an approved traffic study
in Palm Beach County. Exhibit 2 provides the net daily AM and PM peak hour trip generation data
respectively for the proposed development.
lIeport03-219 l1MII-03
Future T raffle Conditions
Based on the daily and peak hour trip generation of 194 and 23 trips, respectively, the Test 1 radius
of development influence is one-half ('/2) mile, and the Test 2 radius of development influence is the
project accessed link. The maximum percent impact on the project accessed links of Federal
Highway (US 1) is shown on Exhibit 3. The project impact is below 1 % of the adopted LOS 0
service volume, therefore the requirements of Test 1 are met. The project accessed link of US 1 is
not a Test 2 deficiency, therefore the requiremenl5 of Test 2 are met and the proposed project is in
compliance with the Countywide Traffic Performance Standards.
CONCLUSIONS
This analysis shows that the proposed development meets the requirements of the Countywide
T raffjc Performance Standards.
f(pport03.219 10.10-03 2
EXHIBITS
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10/09/03
FEDERAL HIGHWAY
CAR WASH
EXHIBIT 1
PROJECT LOCATION
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FEDERAL HIGHWAY CAR WAsH
TRAFFIC COrtCORRErtCY ArtAL YSIS
Prepared for
WOOLBRIG"T PETROLEUM. I"C.
Prepared by
PI"DER TROUTM"" CO"SULTI"G. I"C.
1324 Soath Congress "venue. SUite 1"
West Palm Beach. FL 33406
(561) 434-1644
f,JrttflJ 9 !i1~
It) 20/03
Rebecca). Mulcahy, P.E.
Florida Registration #42570
#PTC03-219
October 20. 2003
(------ ---.-- -..
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1 l, ~ ,
! ,,',
i'l:i OCT 272'H'-
Pi
FEDERAL HIGHWAY CAR WASH
TRAFFIC CONCURRENCY ANALYSIS
INTRODUCTION
Pinder Troutman Consulting, Inc. (PTC) has been retained to conduct a traffie impact analysis for a
proposed Car Wash located in the City of Boynton Beach. The purpose of this study is to determine
if the proposed development meets the standards and requirements of the Countywide Traffic
Performance Standards.
SITE DATA
The site is located in the northwest quadrant of the intersection of Federal Highway and SE 21"
Avenue (Exhibit 1). It is proposed to expand an existing building (formerly a fast food restaurant) and
redevelop it as a Car Wash. Inside the proposed 4,900 SF structure will be ancillary uses for the Car
Wash as well as 750 SF to be used as a Fast Food Restaurant.
Access to the site will be via two (2) driveway connections to Federal Highway and one (1) driveway
connection to SE 21" Avenue. The northern driveway on Federal Highway will allow right out only
movements. The southern driveway on Federal Highway is located at a full median opening allowing
left and right turns in and out. The SE 21" Avenue driveway will allow left and right turns in and out.
All of these driveways exist, as this is a reuse of an old Arby's Fast Food Restaurant. Issues related to
driveway location, turn lanes and geometries would be addressed during final design. Any reference
to intersection geometries is conceptual in nature and subject to final design and approval by others.
COUNTYWIDE TRAFfIC PERfORMANCE STANDARDS (TPS) ANALYSIS
Trip Generation
Neither Palm Beach County nor the Institute of Transportation Engineers (ITEl publishes trip
generation data for a Car Wash. Trip generation rates were obtained from an approved traffic study
Report03-219 10-20-03
in Palm Beach County. Exhibit 2 provides the net daily AM and PM peak hour trip generation data
respectively for the proposed development.
Future T raffle Conditions
Based on the daily and peak hour trip generation of 339 and 33 trips, respectively, the Test 1 radius
of development influence is one-half ('/,) mile, and the Test 2 radius of development influence is the
project accessed link. The maximum percent impact on the project accessed links of Federal
Highway (US 1) is shown on Exhibit 3. The project impact is below 1% of the adopted LOS D
service volume, therefore the requirements of Test 1 are met. The project accessed link of US 1 is
not a Test 2 deficiency, therefore the requirements of Test 2 are met and the proposed project is in
compliance with the Countywide Traffic Performance Standards.
CONCLUSIONS
This analysis shows that the proposed development meets the requirements of the Countywide
Traffic Performance Standards.
Report 03 219 10-20-03
2
EXHIBITS
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WOOLBRIGHT ROAD
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FEDERAL HIGHWAY
CAR WASH
EXHIBIT 1
PROJECT LOCATION
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----......----
Department of Engineering
and Public Works
P,O. Box 21229
West Palm Beach, FL 33416-1229
(561) 684-4000
www.pbcgov.com
.
Palm Beach County
Board of County
Commissioners
Karen T. Marcus, Chair
Tony MasHoW, Vice Chairman
Jeff Koons
Warren H. Newell
Mary McCarty
Burt Aaronson
Addie L. Greene
County Administrator
Robert Weisman
"An Equal Opportunity
Affirmative Action Employer"
@ printed on recycled paper
November 13, 2003
Mr. Michael W. Rumpf
Director of Planning & Zoning
Department of Development
City of Boynton Beach
P.O. Box 310
Boynton Beach, FL 34425-0310
RE:
Federal Highway Carwash - Revised Plan
TRAFFIC PERFORMANCE STANDARDS REVIEW
Dear Michael:
The Palm Beach County Traffic Division has reviewed the revised traffic study for the
previously approved project entitled; Federal Highway Carwash, pursuant to the Traffic
Performance Standards in Article 15 of the Palm Beach County Land Development
Code. The project is summarized as follows:
Location:
Northwest quadrant of Federal; Highway/SE 21" Avenue
Intersection.
Boyntor, Beach
None
4,150 SF Carwash and 750 SF Fast Food Restaurant
339
33 AM and 30 PM
2004
Municipality:
Existing Uses:
Proposed Uses:
New Daily Trips:
New PH Trips:
Build-out:
Based on our review, the Traffic Division has determined that the revised development
plan meets the Traffic Performance Standards of Palm Beach County. No building
permits are to be issued by the town, after the build-out date, specified above. The
County traffic concurrency approval is subject to the Project Aggregation Rules set forth
in the Traffic Performance Standards Ordinance. '
If you have any questions regarding this determination, please contact me at 684-4030.
Sincerely,
OFFICE OF THE CO
tV;'
~\ II '~,
\f')r'i
cc: Pinder T
File: General- TPS - Mun - Traffic Study Review
F:\ TRAFFIC\ma\Admin\Approval~\0311 04.doc
ltiL BRiic
ARPIN & SCINS
4920 N. Dbtle Ft. ~/;!, FI.. 33334 164 1721345 Fet-I41-1 m: 7.r"
I'3CNtrRAL CONTRACTORS- DCSIGN SUIL,"E:RS'E:"'G"Norl::'<I!!'-IN!:"Er.:,..;~.'1W
aGeli' 0 136'i11!1 PE#.'1i~~,lf5
Since 1953
If:\lli.O--~ -U:; 0; j,_~:L'l-!'~. l
l-- ",\1
i\,.ll
NOV I 4 2003 \ t:J
PLANNING AND \
ZONING om .
Cftly:..Boynton B8ach
ATTN: Eric
Dats;Friday, November 14/ 2003
OwnerAlI Brite Car Wash
56174262,:10/6259(:(
ACXJr:2015 S Fed.
JOB:C8r Wash
ITEM: CH 9 SECT 1 1, oJ. .1
-COPA 03-001
1:O!~R ASOVe: RI!:GUI-ATICN Wit H~NE MODIF lED THI!: ClPE:;NI ,.,11 Tn ACICErT
IJ'rACKABLE GLASS 5TOREF.RONT PANELS THAT WOIJl..O UE IN PLACI!
""~EN THE CAft WAIIH TUNNEL iSl CLOSl::tl. THEBE: ,a.~r"I~._S WI'.f.
I.....TCH THE EXISTING STCREF"RONT SYlEiTf:M IN REUlIyn::lI., TI] I'RAM'::
,ll.l"'O GLAaB COLCR. WE Hf.WE MOVED THO: BUILOINS l"tJ THI~ F',EA~1 I!:l~'
!5 ADDITIONAL FEET, AWAY F'"Rt:lM FEDERAL ....'GHWA.(. WE HAVI::
I"'STALLl!:O . BUFF'EFl HEDGE IN F'FlONT' OF' THE ()OOR OPENIHl.-
AND IT 18 AS W E AS TH~ TUNNEL. BUII..DING. SO ~.&i 'ro r:lIl.i:JC~: II-If.:
VIEW E D OR OPENING F"!~OM F"EDI:RAL H1I3HW~Y.
--..
Department of Engineering
and Public Works
P.O. Box 21229
West Palm Beach, FL 33416-1229
(561) 684-4000
www.pbcgov.com
.
Palm Beach County
Board of County
Commissioners
Karen T. Marcus, Chair
Tony Masilotti, Vice Chairman
Jeff Koons
Warren H. Newell
Mary McCarty
Burt Aaronson
Addie L. Greene
County Administrator
Robert Weisman
~An Equal Opportunity
Affirmative Action Employer"
@ printed on rscycl8d paper
October 21, 2003
Mr. Michael W. Rumpf
Director of Planning & Zoning
Department of Development
City of Boynton Beach
P.O. Box 310
Boynton Beach, FL 34425-0310
RE;
F..derai Highway Cii/Wash
TRAFFIC PERFORMANCE STANDARDS REVIEW
Dear Michael:
The Palm Beach County Traffic Division has reviewed the traffic statement for the project
entitled; Federal Highway Carwash, pursuant to the Traffic Performance Standards in
Article 15 of the Palm Beach County Land Development Code. The project is
summarized as follows:
Location:
Northwest quadrant of Federal;
Intersection.
Boynton Beach
None
4,900 SF Carwash
194 @ 35% Pass-by
19 AM and 23 PM @ 35% Pass-by
2004
Highway/SE 21" Avenue
Municipality:
Existing Uses:
Proposed Uses:
New Daily Trips:
New PH Trips:
Build-out:
Based on our review, the Traffic Division has determined that the project meets the
Traffic Performance Standards of Palm Beach County. No building permits are to be
issued by the town, after the build-out date, specified above. The County traffic
concurrency approval is subject to the Project Aggregation Rules set forth in the Traffic
Performance Standards Ordinance.
If you have any questions regarding this determination, please contact me at 684-4030.
Sincerely,
t------
0", r~' I ~ I i ~--.,'-.-
n. I' '" I, " .
i l) ,..' '--~.-,. ~.,;. .
, r ~
, I,' (tT 3 I 3m
/~.
Masoud Ate!", MS
Sr. Engineer raffic Division
cc: Pinder Troutman Consulting Inc.
File: General - TPS - Mun - Traffic Study Review
F :ITRAFF IClmalAdminlApprovalsl031 012.doc
PIHDER TROOTMfiH COHSOLTIHG. IHC.
Transportation Planners and Engineers
2324 South Congress Avenue, Suite 1 H
West Palm Beach, FL 33406
(561) 434-1644 Fax 434-1663
www.pindertroutman.com
October 9,2003
Mr. Masoud Atefi, MSCE
Palm Beach County Traffic Division
160 Australian Avenue, Suite 303
West Palm Beach, Fl 33406
I fl
Re: Federal Highway Car Wash - #PTC03-219
- -'
Dear Mr. Atefj:
The purpose of this letter is to submit to the County, for your review, the traffic concurrency analysis
for the above referenced project.
The attached analysis shows that the requirements of Article 15, Traffic Performance Standards, of
the Palm Beach County Unified land Development Code (UlDCl, have been met.
Please call with any questions.
/ a
Prj nci pal
KMP!ldr
Enclosures
cc: lack Gien
letter Atefi 03-219 TO~9-03
~
ARF/N' & Sl::JI\J'5'
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