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TRAFFIC STANDARDS REVIEW Department of Engineering and Public works PO. Box 21229 West Palm Beach. FL 33416-1229 (561) 684-4000 www.pbcgov.com . Palm Beach County Board of County Commissioners Warren H. Newell. Chairman Carol A. Roberts. Vice Chair Karen T. Marcus Mary McCarty Burt Aaronson Tony Masilotti Addie L. Greene county Administrator Robert Weisman -An Equal Opportunity Affirmanve Actwn Employer" ~ October 2, 2001 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: Krispy Kreme TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Mr. Rumpf: The Palm Beach County Traffic Division has reviewed the traffic study for this project, pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. This project is summarized as follows: Location: Municipality: Existing Uses: Proposed Uses: New Daily Trips: Build-out Year: South side of Boynton Beach Boulevard, west of 1-95 Boynton Beach 2 Multi Family Residential Dwelling Units 4,368 SF Fast Food Restaurant 1,505 2003 Based on our review, the Traffic Division has determined that the project meets the Traffic Performance Standards of Palm Beach County. However, it is suggested: The City of Boynton Beach to review traffic operations at the project access driveway, with emphasis on left-turns in and out of the site. The forecasted peak hour volumes indicate the need for provision of a westbound left-turn lane on Boynton Beach Boulevard onto the site, Also, adequate safety measures should be considered to accommodate left-turns out of the project site. If you have any questions regarding this determination, please contact me at 684-4030. Sincerely, OFFICE OF THE COUNTY ENGINEER I-~ r; 1}:li~;- I""'l.----. I..., - -'" , '. ~,~ L~'_' 5 /:1/1 .~/ j"t' ;' / __ ,/ /"j L.-~. ... Masoud Atefi, MSCE Sr. Engineer - Traffic mvision ,--",,' cc: Pinder Troutman Consulting Inc. File: General. TPS . Mun - Traffic Study Review F:\TRAFFIClmalAdminlApprovals\011011.doc BOynTOn KRISPY KREME concURREnCY TRAFFIC IMPACT AnALYSIS Prepared for GEE Ii JE"SO" Prepared by PI"DE~ T~OUTMA" CONSUL TI"G. I"C. 1314 Soath Congress Avenae. Salte 1 H West Palm Beach. FL 33406 (561) 434-1644 ! 1~,\ \ , y~\\~\\) A daM, Troutman, P,E, Flor a gistration #45409 #PTCOl-135 September 14. 1001 Ui BOYNTON KRISPY KREME CONCURRENCY TRAFFIC IMPACT ANALYSIS Introduction Pinder Troutman Consulting, Inc. has been retained to conduct a traffic impact analysis for a proposed 4,368 SF Krispy Kreme restaurant in the City of Boynton Beach, The purpose of this study is to determine if the proposed development meets the requirements of Article 15, Traffic Performance Standards, of the Palm Beach County Unified Land Development Code (ULDC), Site Data The site is located on the south side of Boynton Beach Boulevard west of 1-95 as shown on Exhibit 1, Access to the proposed project is via one (1) driveway connection to Boynton Beach Boulevard at the signalized intersection with Industrial Avenue, Year 2003 conditions were examined for this analysis. Existing (2000) Traffic Conditions Exhibit 2 provides the 2000 annual average daily traffic (MDT) volumes for the surrounding roadway network as compiled by the Metropolitan Planning Organization (MPO) of Palm Beach County, Peak hour traffic volumes were determined by applying a 'K' factor of 9.3% to the MDT volumes, These volumes are also shown on Exhibit 2 along with roadway lanes, levels of service (LOS) and the adopted LOS D service volumes, Project Traffic Trip Generation Section 10,8, Fair Share Road Impact Fees, of the Palm Beach County ULDC and the Institute of Transportation Engineers (ITE), Trip Generation, 6th Edition were reviewed to determine acceptable daily trip generation rates for the proposed project, The daily trip generation rate used was from Section 10,8, Fair Share Road Impact Fees, of the Palm Beach County ULOC. The Institute of Transportation Engineers (ITE), Trip Generation, 6th Edition was the source of the peak hour trip generation rates. Exhibits 3A, 3B and 3C provide the daily, AM and PM peak hour trip generation data respectively for the proposed development. Concurrency Report 00-135 9-14-01 For Traffic Performance Standards purposes, based on the net new external daily trip generation of 1,505, the Test 1 radius of development influence is two (2) miles, The Test 2 radius of development influence is one (1) mile, Trip Distribution and Assignment A directional distribution was developed based on review of land use patterns and existing travel patterns, Exhibit 4 shows the assignment of daily and peak hour project traffic as well as the project impact percentage ('Yo of daily adopted service volume), Future Traffic Conditions Roadway Improvements The Fiscal Year 2001-2005 Transportation Improvement Program from the MPO of Palm Beach County and the Palm Beach County Five Year Road Program were reviewed to determine if any roadways within the study area are scheduled to be improved, There are no scheduled improvements within the study area, Background Traffic Historic growth trends and Major Project traffic must be analyzed in the projection of future background traffic volumes, Historic growth data is provided on Exhibit 5 for the surrounding roadway links_ Major Project data, compiled by Palm Beach County, was reviewed, No Major projects are projected to have a 10% impact on the study area roadways within the analysis time frame of the proposed development. Background growth projections based on historic data account for traffic associated with the committed developments in the area. Traffic Performance Standards Analysis Test 1 (Link Test) This first test of the Traffic Performance Standards examines if any roadway links required to be analyzed are projected to operate below adopted level of service standards, Exhibit 6 shows future daily, AM and PM peak hour traffic conditions for the analyzed roadway links of Boynton Beach Boulevard and Old Boynton Road, All analyzed roadway links are projected Concurrency Report {J()...135 9-14-07 2 to operate above the adopted Test 1 level of service standards, therefore, the requirements of Test 1 are met. Test 2 (Model Test) The second test examines traffic conditions based on model projections that are developed and maintained by Palm Beach County, No roadway links within one (1) mile are Test 2 deficiencies, therefore, the requirements of Test 2 are met. Intersection Analysis Major intersections for which a proposed development adds more than 10% of the total traffic on any link connecting a major intersection are required to be analyzed. No major intersections meet this requirement based on the proposed development's impact, Driveway Volumes AM and PM peak hour project driveway volumes are provided on Exhibit 7, Conclusions This analysis shows that the proposed development meets all of the requirements of the Traffic Performance Standards of Palm Beach County. ConcurrencyReportOO-135 9-14-01 3 o ~ GATrWAY BOULEVARD OLD BOYNTON ROAD -- ------.... o z > < ~ " " Z o U 1_, SITE I BOYNTON BFA(ll BOlll,fVAR.U o < o . u ~ . " < J - GOLF ROAD (SW 23rd AVFNUEl BOYNTON KRISPY KREME '0 ~ WOOl BRIGHT ROAD o . < ~ o o ro e ~ . u ~ ~ / EXHIBIT 1 PROJECT LOCATION i I I [ NTS. [ 9/14/01 ~ o o ~ 4L S%2C 12S00 1447(" 3020 1 6L '293"12 ( I 48"100 lUBe , 4'iSO M 400340 4tNOO 3713n 4550 4L :13112 C i 11500 11219 C 3020 41 . 7(,63 C 12'>00 713 C >020 LEGEND 61 26997 C 48900 2511 C 4',50 GAH\NAY BOUL[VARD __!l_U)'NlCJN BEACH l:H;\JlJ:Y6J::O , fiL 1 fiL 1'31185 C ,18316 C 48'.00 :::; 48"100 2900L IZI2f>DC , 4550 I ~ I 4550 6L _ '321n 0 ~ 48900 Z 29870 0 ! 4550 u , 41 ilB029 C 32500 1677 C 3020 01 D BOYNTON ROAD o < o " u z " ~ ~ 4L 21212 C 32500 1973 C 3020 1 "L ! q9~4 f) 114900 92'1 D 1390 OL :,6784 D , 48900 .~421 0 4550 61 [31870 C 48900 1%4C 4'>50 COLf ROAD (SW 21rd AVENUE) - ROADWAY IANTS - DAilY rRA~fIL ANLJ LOS - DAilY ADOprrD SERVICt VOLUME - PEAK HOUR.l RAffle AND LOS - PE,o,K HOURADOPTrD ~fRVICE VOlUME BOYNTON KRISPY KREME 4L 1280%0 '12500 1.'613 [) I 3020 / 4L 206760 32500 26670 '>020 41 33526E 32500 3118E 3020 "I :11064 f) 14900 10290 1390 41 3424 C 32500 1148 C 3010 I 41 13164( I 32500 : 1224 C 3010 o " < :;:; 41 :;'1';472 C 0.12';00 <tl: 1439C ~1 3020 " u ~ NTS. If 41 h8482 C i 32S00 I 1719 C : 3OLO i:;r '1 41 "120h6fl (" <:2, \1500 ::::i 1922C ~I 3020 8 ~ bL :15':1707 F 101bOO i14B53F : flq{lO I " 111f>24 D 14CJOO 10810 1390 i bL !40034 D , 41)9UO i 3723 D 14550 i 41 :237CJ8 D 32500 :2211D i 3020 i ir :[ 4L i 28058 D , I 32500 2609 D 3020 9/14101 EXHIBIT 2 EXISTING (2000) TRAFFIC CONDITIONS ~ ---~\ \ tl SITE I 6L 164248 ~ 101600 15175F 8900 bL 11';466 C , 48':100 ! 3298C' , 4550 WOOLBR1CHl ROAD 1-21 111712 n 14CJOO 10CJ1\) lHO en a ~ ~ co X "6 ";- ~ en ..,. a ~ co ~ ";- "' u ~ 00 f- a '" 0.. 0.. " .- " 0- "' .f cu = E 0 Q); ~ ~ >.QJ c.= '" QJ ";:: tJ <C ::.:: c. M c-J: 01- C-C- S-~ =0 .... :c -= x ..... ] .. <t ~ ~ ~ c ~ .is. ~ -- x ~ w l- i: QJ Z ~ ~ ~ '" c. ";: I- >- oJ:> , , '" '" ... ~ '" <t ~ C. ';: ~ ~ I- .. - 0 I- - S '" - ... 0.:: c ::J 0 ~ 0 ~ ~ r-... 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DAilY PROJrCT TRAffIC 47 - AM PFAK HOUR PRonellRAHle 31 PM P[AK HOUR I'ROJfCT TRAFFIC 1,2% - ')(, 01 DAilY AOUP!fD SERVICE VOLUME BOYNTON KRISPY KREME ]% 4S 4 io_~- 20% 101 24 " 2.0% 60' "03 71 47 1.8% ~ , '- n~~_ lJ SITE I 140% bU2 47 31 1.2% ", 75 6 4 02% 8% 120 q 6 0.4% 10% J01 24 " 0.<)% ]% o ~ < ~ :J o ro " ~ ~ U < ~ ON BEACH BOLJl!.VARD 4U% &02 o 47 Z 31 ;; 1.2% < ~ ~ I~ " 4S 4 2 o 1% won I BRICHT ROAD 1% 15 3 3 0.1% 10% 353 12 B 0.1% ]% 4S 4 2 0.1% 4S 4 2 0.1% 1% 35 1 1 01% EXHIBIT 4 PROJECT TRAFFIC ASSIGNMENT o N.TS. J% 45 4 0.1% , , I g I " ~ o 3% 45 , 2 0.1% ~ 2% ;0 2 0.09% II-~ /i 3; 2 0.09% Q/14!Ol ~ Exhibit 5 Boynton Krispy Kreme Historic Growth #PTCOl-135 growth rate 01-135.xI5 9/14/01 Page 1 of 1 Daily Traffic Volumes Growth Roadway 1997 2000 Rate Boynton Beach Blvd Congress Ave to Old Boynton Rd 30,319 28,316 -2.25% /Year Old Boynton Rd to 1-95 42,050 40,034 -1.62% /Year 1-95 to Seacrest Blvd 30,184 28,677 -1,69% /Year Old Boynton Road Congress Ave to Boynton Beach Blvd 11,073 11,625 1.63% /Year lO~C/)~ ("')0><_ "'7~lriO ~.....("')..... Om"";"Q) u ~ 0> f-- 0'" D.. ~D.. .. U; .m ClI E ClI ~ ~ ~.~ .~ ;>... ~ - ~ .. '" l: -6< :c-"'" :E ~ ~ " 0 ClI "''''f-- '" 0 u 0 0 0 ... :E- o 0 0 0 u 0 0 0 0 ~ en en '" en OJ OJ N .,. J .,. .,. M ~ ;;; 0 '" 0 r-... .,. r-... '" .,. 0 - 0 r-... ~ OJ '" 0 0 en N en N f-- ~ N .,. N ~ ~ ti N M 0 0 0 0 ,~ '" en M M 0 >- ~ "- ... ::;:c Cl ~ ,0 *- ~o ,0 - '" c~ 0' 0' <:: Gl 0 0 0 M ~ 0 0 0 '" M ~ ~ ~ ~ ~ 8 . ~ .c ~ <II E OJ M en OJ E ::> '" ~ '" r-... 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M <.D' "1"1 , BOYNTON BEACH BOULEVARD, LEGEND 44 - AM PEAK HOUR PROJECT TRAFFIC (301 - PM PEAK HOUR PROJECT TRAFFIC 2761 - DAILY PROJECT TRAFFIC BOYNTON KRISPY KREME 2761 SITE EXHIBIT 7 PROJECT DRIVEWAY VOLUMES N.T.S. ~ 0/14/01 ~ KRISPY KREME COMPREHEnSIVE PLAn AMEnDMEnT TRAnSPORTATion AnALYSIS Prepared for GEE Ii JENSON Prepared by P1NDE~ moUTHAN CONSULTING. INC. 1314 Sooth Congress Avenae. Salte 1 H West Palm Beach. FL 33406 (561) 434.1644 #PTCOl-135 September 14. 1001 Ui KRISPY KREME COMPREHENSIVE PLAN AMENDMENT TRANSPORTATION ANALYSIS INTRODUCTION It is proposed to change the land use designation from Residential to Commercial on a 0,26 acre site. The site is located on the south side of Boynton Beach Boulevard west of 1-95 in the City of Boynton Beach, Access to the site will be via one (1) driveway connection to Boyntnn Beach Boulevard, The purpose of this analysis is to determine if the proposed land use designation is consistent with the Transportation Element of the local Comprehensive Plan. An analysis of existing traffic conditions, traffic conditions within 5 years (2005), and Year 2020 conditions has been completed. TRAFFIC CIRCULATION ElEMENT Trip Generation Section 10.8 of the Palm Beach County Unified Land Development Code, Fair Share Road Impact Fees was the sole source of daily trip generation data utilized in this study, Daily trips generated by the maximum intensity development associated with existing and proposed land use designations are shown on Exhibit 1, As rf'quired, the trip generation of the maximum allowable intensity will be analyzed. In determining the roadway links to be analyzed, the net new daily trip generation of 822 was utilized, Based on this daily net new trip generation, only the directly accessed link is required to be analyzed, Therefore, the only link required to be analyzed is Boynton Beach Boulevard from Old Boynton Road to 1- 95. Trip Distribution and Assignment In order to determine the impact of the proposed development's traffic on the surrounding roadway network, a directional distribution was developed, based upon estimated area travel patterns, to be used in assigning traffic volumes associated with the project, Exhibit 2 provides the assignment of traffic for the existing and proposed land use designations at the maximum development. Camp Plan Report 01-135 9-14-01 For the existing and 5 year analysis, the existing and programmed roadway networks were examined in the assignrnent of project traffic. The long-range assignment was based on the 2020 roadway network, For both analyses, the Boynton Beach Boulevard segment is a six lane divided facility. Existing Traffic Conditions Existing (2000) 24-hour annual average daily traffic volumes provided by the Metropolitan Planning Organization of Palm Beach County are shown on Exhibit 3 for the directly accessed link, Existing plus proposed project daily traffic volumes and levels of service are also shown on this Exhibit. The analyzed link of Boynton Beach Boulevard is operating at adopted standards, Roadway Improvements The FY 2001-2005 Transportation Improvement Program from the MPO of Palm Beach County and the Palm Beach County Five Year Road Program were reviewed to determine if any roadways within the study area are scheduled to be improved, There are no scheduled roadway improvements within the study area. Future (2005) Background Traffic In order to properly account for future traffic conditions, historic growth trends and committed development traffic in the area must be analyzed, Historic growth data is provided on Exhibit 4. The Major Projects list published by Palm Beach County, and a review of recent approvals, were used to identify Major Projects within the area. No Major Projects are projected to have a 10% impact on the directly accessed link during the five (5) year analysis time frame, Future Traffic Conditions Exhibits 5 and 6 show future Year 2005 and 2020 traffic conditions with the proposed comprehensive pian amendment respectively, Year 2005 project traffic is total external traffic, generated by the proposed land use designation, For the Year 2005 analysis, the programmed roadway network was utilized, Boynton Beach Boulevard from Old Boynton Road to 1-95 is projected to meet adopted standards. Year 2020 net project traffic is total external traffic, generated by the proposed land use designation, less traffic generated by the existing land use designation, For the Year 2020 analysis, roadway lanes and Comp Plan Repent 01-135 9- 74-01 2 unadjusted model traffic volumes were obtained from the Metropolitan Planning Organization (MPO)staff as provided in Appendix A, Peak season adjustment factors are also provided in Appendix A. Boynton Beach Boulevard from Old Boynton Road to 1-95, the directly accessed link, is projected to meet adopted standards. MASS TRANSIT ELEMENT Mass Transit Provider and Facilities Mass Transit service is available along Boynton Beach Boulevard on Palm Tran Route 71, The nearest Mass Transit bus stop is within 0.1 mile. This route does provide connection to the Delray Beach and Palm Beach T ri-Rail station, CONCLUSIONS This analysis shows thatthe proposed land use designation is consistent with the Transportation Element of the Comprehensiw Plan, Comp Plan Report 01 1359 14-07 3 co 0 ~ '" ~ -;; '0 ~ '" "' ~ '" a ~ ~ " U 0'. oc f- a e; "- "- '" c e; Q. Q E 0 u c " oc Q "5 .c '" c: QJ Cl --- QJ Ol) <':l ..... 0 0 u... QJ ... <':l ::l C'" (I) E ::l E "~ ;;; .. ~ c: '" ..... "'C < "<i; '" c: '" 0 '" N ";: '" <':l 0.. c: E 0 0 .. U '" c: c: "<i; 0 += '" <':l Cl ... '" QJ c: '" QJ QJ ::J E t.J "'C QJ 0.. c: ... '" ,.... ::.:: ... ..... ::: >-1- c: ..c 0..>- .. .r::. CIl= '" " ";: <':l ';:! .... ::.:: Cl .... I,e. ..- .,. ,.... ,.... ... I- ~ Z ~ '# ,.... ~ 0 '" 0 0.. ";: I- 0 0 >- ..0. , '" '" '" "- '" ..- ..- 0.. ,.... ,.... ~ I- ;;; ..... 0 l- S '" ..... '" '" c: ::J 0 .. 0 '" --- ... "- '" c: '" \,;l 0.. ';: I- ~ ::J ::J ::. 0 0 >- ..... N N "<i; c: '" ..... c: - '" '" ::J "'C c: '" .0>- ..... 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[YARn SITE ~ ~ ~ r ~ ~ " o ~ o ~ U '" ~ /~ ,,/ ,~ ;>~% II hU% 501 .IY4 10% -~\\ \ I I LJ I ~ 7 ~ ~ ~ ~ u z o u COif ROAU ISW 23fd AVfNUll LEGEND 4S',I{, /-XISllNr.IAND USI P(RC[NT DIS1KIllUlrON (, - fXIS[INC LAND USE DAllY I'R{JJf-{"T IKAt] Ie 45% PROPOS[O lAND USI, 1'~_RU_Nr DISIRIllUTION 37& - l'I\OI'OSlD LAND USf [lAllY f'ROjl cr TRAFI-IC 170 Nil [)AllYPROnCl IRAlrlr ll.7h%- % Of DAilY A[)()PHD Sf RVICf VOlUMI WOU[BRll.lll ROAD ," ~ 4')% G 4lJ<;f, '1' 126 o.n, / / [ NTS. o ~ ~ / ~ :;; ~ ~ ~ u ~ :;: [ '1/1.1/01 BOYNTON KRISPY KREME EXHIBIT 2 ~ PROJECT TRAFFIC ASSIGNMENT PTC (AT MAXIMUM DEVELOPMENT) IO..-W..- Me~O ~<q-1O ,,-"-M..- Om"-Q) U .,..!.. 0> I- 0l1l ll. ell. 'It l1l 0: u E o o 1i! 'x w '" c: o :;::; :0 c: o u u !E III ... I- o?:- .;;; o 6' "'0 Eo ~~ "" ~ ~ >,C: c..~ '" '" .i: .x ~LJ.I - :0 :;: X LJ.I '" 0 0 0 -' 9 01 01 0 0 u E 0 0 '" 'S: ::J '" '" 0 ... ~ a:> a:> 01 .". .". -' '" OJ) - '" a:> c: u ~ .~ M '" :;:; '" M ~ - 0 0 0 'x 0.. ... 0.. .". .". u..I - 01 ~ E N .". ::J 0 M -c u -0 ,~ M 01 ::E > ~ III o ... 0..1- 0 - c ... u ,~ 0.. .~ ~ 'if. 'if. 0 ~ 0 0 ... ...: '" .". 0.. * OJ)_ U .". .". c: 0,- M M :;:; o~ 0 0 ~ o ... 0 0 'x ~1- .". .". u..I OJ) ~ c: 0 0 :;:; 01 ~ c: -' -' 'x III '" '" -' u..I "'" C :.:; 01 .." en .8 -c '" c 0 ,~ ~ ~ '" 0 0 co ~ "0 01 0 - Vi ~ "0 2; :: co -c .c III u 0 "' '" 01 co c 0 ~ c >-- 0 co N ~ :0 .c x ~ cu 01 if> s Exhibit 4 Krispy Kreme Historic Growth #PTC01-135 growth comp plan 01-135.xls 9/13/01 Page 1 of 1 Dailv Traffic Volumes Growth Roadway 1997 2000 Rate Boynton Beach Blvd Old Boynton Rd to 1-95 42,050 40,034 -1.62% /Year 10...... CIl...... (<}O>':_ "';"~..oO ............(<}..... 805::~ I- om lL elL .. m n: a. E o U on o o N ~ '" E ::> "0 > u if: '" '" ~ E >- ",.:c tn ~ ";; ~ >- a :.c c.. In :c .~ g ~:::.t!N '" 00 0 ~ f:l ~ ~ 0 0 u E 0 0 '" "E ~ '" '" 0 "" '" ~ 0 .,. .,. ~ "'> u; u "" 0 ] '" h ~ 8'1;; '0 .,. 0 N N >- N - .,. .,. ->- '" a E N .,. ::> co M U "0 '0 M 'C ::: > ~ ~ '" o ~ 0.>- e ti c "- ~ ,~ ,0 ,0 ~~ ';;; 0' 0' Q:..( co 0 ~ .,. * - ,0 " ,.-., IC 0..... 1:; :::~8 '" tn;:R."-: co 0 0 C! .s= ~ ~ E N N .,. .,. ::> co co <.:l "0 N N > "'- u .,. .,. COlE M M "~:3 m 0 co 0 0 :B~~ .,. .,. 'C '" E ~ 00 E ~ c ~ ~ ~ '" ~ ~ "'~ 0 0: ~ c :.:; J'J Vi B 'C '" c B on 16 ":' <D B 'C J'J 0 Vi 'C ;- ~ ii5 .s= ~ u 'C m '" ~ 0 <D '" c I B c >- 0 en ~ .~ -;;; c '" w >- " '" " ~ c o u '" w :S' 6 Ci. B J'J ~ ? 6 00 ?f'. '" 'C W ~ 5 oS >- ." '" 00 w c ~ .s= t> 6 00 u :~ I .,. N .- :i3 .0 :.c :.c x x ~ ~ w w w w '" '" ~ N '" ~o~..- "'7;;r~o ..-..-("')..- 8<>>"'7<11 I- ~@' lL alL 'It c '" a: Q. E o o o N o N ~ c: o :;:: 'ti c: 8 \J IE '" ::! E "'" "'..::- ~ ~"; ~ ~~ .s::. _~ N '" ~ 0 w"'", 'Q)tit::o-,o Z Q.l ~ 'oK 0' "-~,..- '" ~~E~~ o Q.. _,..- 0 b Q.l Q.l - ,;; E 88 0[:.20"">0'\ -J~~~~ ra 0 .~ .....N::: 00" I-N.,= - 6 - u '" '" u .,. "" z 'ole '" '" ~ .. .,. co ... ~ I- '0 '" ~~E88 o :::J :::J '" f'-... N --"0 M M ~>'<T-.:t ~r::B: "' 0 ... I.f"1 I.f"1 :iQ.sO'>O'1 ~~oo ~ 00'" ~o..E "'::::" ~ '" goo .,."" "''" ~o .,..,. .,..,. - C 00 00 00 '.D '.D .,. .,. o ~ '" '" ~ ~ ~ 00 ~ --' '.D '.D "" c :.:i ~ Vi 8 ~ c 0", cT o <Xl 8 "0 OJ 00 :;; ~ '0 .. o '" "0 > iD .c u '" OJ <Xl C 8 c >-- o <Xl ..( x '6 c OJ CL CL <( OJ OJ '" oj E ~ C > OJ 15 E "0 ~ ~ '0 '" c ::J "", c ~ (3 .c u '" &< E -6 N ~ C ....... c- 8:~ 1!<(Jj :s ()) Q) o OJ OJ '" '" '" sEIS 03,'la;2001 15:28 5tJ123355S4 HETRO PU-.Jl3 UP(; F'~~:JE 01 ~ METROPOLITAN PLANNING ORGANIZATION OF PALM BEACH COUNTY '~IJ AJ~.tr~li3" A\'~(u-2 Suite 2()1, W;l:?l ~d.ini G<;.5.::~. l::":::;r':d<;l334C6 Tt;.J IS'3")) 664-:>170 September 10, 2001 Ms, Andrea M. Troutman, P.E. Pinder Troutman Consulting, Inc 2324 South Congress Avenue, Suite 1H West Palm Beach, FL 33406 Via Fax: 561.434.1663 RE: 2020 PROJECTED TRAFFIC VOLUME ESTIMATES Dear Ms. Troutman: Enclosed are projected volumes for 2020 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, :::J~ R:ndyG, Whitfie Director RMW:psm Enclosures (1) PO- Box 21229, VJest Palm Beacn. FI0rida 33416.1229 ~9:i0!20[1 lE:2R 5S1:~?5bb4 ~ ~ ~ (~1\ ) \ -_// . .!10 ~ v 0 ~ 'i~fj. '1/,;0;0\ HE TF'O PU~t;; DFIG .c YO<,J PAGE 132 ~'''f\~CV'- b..e{pc'k ~~ (J~ ~ tJ: "'W~ (")xO ~ .- , W M 00:<:: UOO) f-- '" Q.- ..'" '" <D C. Q. '" ~ o ti ~ 41 E l: 41 0 ::! ::J 41 >-'" S-"" ,- "' ~~ - 0 - ~ '" <D ::: '" '" 0 '" <D > -< .. '" '" '" 0 <D <; "'- ;::; 't 0 '" :? u.. 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