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TRAFFIC IMPACT ANALYSIS (APR 2003) ~=r~ Kimley-Horn and Associates, Inc. TRAFFIC IMPACT ANALYSIS THE ARCHES AT BOYNTON BEACH BOYNTON BEACH, FL Prepared for: Boynton Ventures 1, LLC West Palm Beach, FL 042046000 December 2002 Revised February 2003 Revised April 2003 @ Kimley-Horn and Associates, Inc. 4431 Embarcadero Drive West Palm Beach, Florida 33407 5611845-0665 TEL 5611882-3703 FAX f-I f-tj 3 ~=n Kimley-Horn and Associates, Inc. TABLE OF CONTENTS SECTION PAGE INTRODUCTION ........................................................................................ 1 INVENTORY AND PLANNING DATA .............................................................3 Inventory ................................................................................................... 3 Planning Data............................................................................................ 3 PROJECT TRAFFIC............................................................................................. 4 Traffic Generation..................................................................................... 4 Net Trip Generation........................... ....................................................... 5 Traffic Distribution................................................................................... 5 Traffic Assignment................................................................................... 6 Access and Circulation............................................................................. 6 BACKGROUND TRAFFIC... .......... ... ... .... .............................. ......... ...... ...... ... ... 10 ASSURED CONSTRUCTION .............. ................... .......................................... 11 LINK EVALUATION ......................................................................................... 12 CONCLUSION.................................................................................................... 18 042046000-0403 Page i .. '. ,.. <~ oWl .... ~.~ ~=n Kimley-Horn and Associates, Inc. LIST OF FIGURES Figure No. 1 2 3 Title Page Site Location Map........................................................................ 2 Traffic Assignment Map.............................................................. 8 Driveway Assignments ................................................................ 9 LIST OF TABLES Table No. Title Page 1 Trip Generation............................................................................ 7 2 Average Daily Traffic Link Analysis ......................................... 14 3 Average Peak Hour Link Analysis............................................. 15 4 Alternate Test One Analysis ...................................................... 16 042046000-0403 Page ii ~=n -. iM -"" .. Kimley-Horn and Associates, Inc. INTRODUCTION The Arches of Boynton Beach is a mixed-use redevelopment project proposed to be located in Boynton Beach, Florida. The location of the site is illustrated in Figure 1. The proposed site is bounded by Ocean Boulevard to the north, 4th Street to the west, 2nd Avenue to the south, and Federal Highway to the east, and is bisected by 1 sl A venue. The plan envisions a mix of residential and commercial development on two blocks including commercial retail, quality restaurant, office, and multi-family residential land uses. Currently, a mixture of multi-family residential, commercial retail, and a high-turnover sit-down restaurant occupies the site. Kirnley-Horn and Associates, Inc. was retained to prepare a traffic impact analysis for the entire project. This document presents the methodology used and findings from the analysis. The traffic impact analysis was conducted in accordance with the Traffic Performance Standards of Palm Beach County. The data used in the analysis are the most current data available from Palm Beach County. Buildout of the site is expected in 2005. 042046000-0403 Pag~ 1 "'" OlD BOYNTON RD. BOYNTON BEACH BlVD. ~ (I) ~ a: Cl z o o WOOLBRIGHT RD. f .CJ 0: -I::1 0: ti g 1 t::: w ..: ~ ii! ~ S.W. 2Jrd AVE. ~ ~ ~ ) NOT TO SCALE P:\lW4\42048000\NIC-'oUfN 2-28-03 ~ m 13 a: ~ (I) r.-' SITE u :s ~ ~ ~ ~ :r ~ 0: g 0: cJ 0 w It! ..: 1 ~ Q.l ~ FIGURE 1 THE ARCHES AT BOYNTON BEACH SITE LOCATION MAP ~-n Kimley-Hom ~_U and Associales,lnc. c 042048000 ~=n Kimley-Horn and Associates, Inc. INVENTORY AND PLANNING DATA Inventory The data used in this analysis were obtained from Palm Beach County. They included: · Year 2001 24-hour traffic volumes · Year 2001 Historic Growth Rate Table · Existing Roadway Geometry Planning Data The proposed site plan is divided into two development blocks. Both blocks consist of commercial retail space and multi-family residential space. Access to the development will be provided at two full-access driveways on 151 A venue, one serving a parking garage and the other serving the north end of the surface parking lot. Additional access will be provided at a full-access driveway on 2nd A venue serving the south end of the surface parking lot. On-street parking is provided on 151 Avenue, 2nd Avenue, and 4th Street adjacent to the site. 042046000-0403 Page 3 ~=n "" Kimley-Horn and Associates, Inc. PROJECT TRAFFIC The Palm Beach County Traffic Performance Standards Ordinance (TPSO) applies only to the increase in traffic associated with the redevelopment plan. The development that currently exists on the two blocks includes: · Commercial Retail 62,000 sq. ft. 5 dwelling units 5,775 sq. ft. · Multi-Family Residential · High-Turnover Sit-Down Restaurant The proposed development plan on both blocks includes: · Commercial Retail 24,296 sq. ft. 12,699 sq. ft. 18,169 sq. ft. 276 dwelling units · Quality Restaurant · Office · Multi-Family Residential Traffic Generation The daily trip generation potential for the site was developed based on trip generation rates accepted by the Palm Beach County Traffic Division and published in the Palm Beach County Land Development Code. Peak-hour characteristics were based on information published in the Institute of Transportation Engineers (ITE) Trip Generation, 6th Edition. A small amount of internal capture was assumed between the land uses. Internal capture is applied to both the existing and proposed development plans. Pass-by rates accepted by Palm Beach County were used in the analysis. 042046000-0403 Page 4 ~=~ "",>/I ~ .. ... - '11~ Kimley-Horn and Associates, Inc. Net Trip Generation A direct credit is applied for the trips generated by the existing land uses. Additionally, the proposed site is located in Palm Beach County's Coastal Residential Exception Area. As a result, only net new non-residential trips are subject to Palm Beach County's Transportation Performance Standards Ordinance (TPSO). The development plan results in the addition of 965 daily trips, 103 a.m. peak hour, and 119 p.m. peak hour net new external trips. Table 1 summarizes the daily and peak hour trips associated with the existing and proposed development plan. Traffic Distribution From a review of the existing and approved development in Boynton Beach and surrounding Palm Beach County and considering the arterial network with its travel time characteristics, the external traffic distribution was calculated. These were summarized by general directions and are depicted below: NORTH SOUTH EAST WEST 26% 46% 4% 24% 042046000-0403 Page 5 ~=n ... "-- ... - ... ,., +W ". .- ,""' Kimley-Horn and Associates, Inc. Traffic Assignment The distributed external trips for the project were assigned to the roadway network within the radius of influence. The project assignment is illustrated in Figure 2. The radius of development influence was based on the number of net external trips generated by the development. Based on a net trip increase of 965 trips per day, the maximum radius of development influence for Test 1 of the traffic performance standards is one mile. The Model Test 2 indicates a radius of influence of the directly accessed links. Access and Circulation Access to the development will be provided at two full-access driveways on 151 A venue and at a full-access driveway on 2nd A venue. On-street parking is provided on 1 51 Avenue, 2nd A venue, and 4th Street adjacent to the site. Driveway assignments were calculated based on the specific components of the proposed site including residential and non-residential land uses. Because of the travel and parking characteristics of each land use and their location on the site, each land use has been assigned different driveway assignments. No turn lanes are proposed to serve the site due to the urban nature of the project and the low non-project traffic volumes expected on the streets. Figure 3 illustrates the proposed project's a.m. and p.m. peak hour volumes assigned to the three access driveways. Driveway development worksheets are included in the Appendix. 042046000-0403 Page 6 TABLE 1 ntEARCHP.SAT BOYN'TON BEACH TRIP GENERA nON Lood U.. Intensity Dolly AM Peak Hour PM Pnk Hour Tri.. T_' In Out T_' In Oul Exlstilll! Site: TrafT'tc: Commercial Retail 62,000 sf 5,013 120 73 47 458 220 238 Multi-Family Residential Sd. 35 6 I 5 21 14 7 High Tu~ver Sil-Down Restaurant 5,n5 sf 753 54 28 26 63 38 25 Existing Trips Sub'Dlal 5.801 180 102 78 542 272 270 InCc:rna1 Captu~ Between Retail and Residential 10.00'l> 7 I 0 I 4 3 I Between Residential and Restaurant 5.00% 4 I 0 I 2 1 I Between Retail and Restaurant 15.00'l> 226 16 . . 19 11 8 Sublolal 237 18 8 to 25 IS to P....8,. TrafT'tc HiP Turnover Sit-Down Restaurant 15.00% 96 7 4 3 8 5 3 CODUDCfCial Retail .0.80% 2.145 49 30 19 196 93 102 Pass-By Subtotal 2,241 56 34 22 204 98 105 Existing ResUknlia/ Trips 29 5 / 4 18 12 6 Existing Co_rritJI Trips 3,294 10/ 59 42 295 /47 /49 r.. ExUIhf6T"", 3,323 1" .. .. 313 1" 155 Pnlooeed Stk Trame: Ma1ti-Ponilly RcAdcnoat 276.. 1,932 140 22 Il8 16. m 55 QutilyR_ 12,699 sf 1,1.2 10 5 5 9S 57 38 a-.I Office 18,169 sf 358 48 42 6 100 17 13 c:o.u....cioolRctail 24.296 rl 2.145 .. 42 27 247 II. 12' NrwTrips Subloloi 6.177 267 III 156 610 306 304 latenull Capture: Malti-Family Residcatial 20.34'5 393 28 4 24 34 23 11 Qutily ReDonn' 42..1'lL 485 4 2 2 40 24 16 a-.I Office 30.1341 110 IS 13 2 31 5 26 Commercial Retail 2U8'1> 672 17 10 7 60 29 31 5Mbtolal 1.660 64 30 35 166 82 84 Umiled to 10% 0{ PrrJPO"tl _ trips 10.lJO'I, 618 27 11 16 61 31 30 P__8,. TndIk HiP Tamo\ler Sit-Down RestaUraAI 15.(I(l% 154 I I 0 13 8 5 Office 5.00% 16 2 2 0 5 I 4 Commm:ial Retail 44.55% 1.101 28 17 11 99 48 51 Pass-By Swbtolal 1,111 31 20 11 117 57 60 Propoud Residential TrifU 1.739 /26 20 106 15/ /02 49 Propoud ComPMf"["ia/ Trips 2..5.50 83 60 23 28/ 117 164 Tolal Proposed Trips 4,288 209 80 129 432 218 214 Nc:tNc:wTotaITripll "" 103 20 13 II' .. .. Net ReskJc:ntlal Trips 1,710 121 I' 102 133 '" ., Net Non-Residential Trips (Subjed 10 TPS) (745) (111) I (19) (1.) (30) IS Proposed DriYc:way Volumes S,55. 240 100 140 54. 27S 274 Notes; Trip geneflltion was calculated using the foDowing data; Daily Traffic Generation Multi-Family Residential IP.B.C.) : T:7tripsJdwellingllllit Commercial Retail IP.B.C.) : Ln(T): 0.643 Ln(X) + 5.866 High Turnover Sit-Down Restaurant IP.B.C.) = T: 130.34tripsJ 1.000 sq. ft Office (P.B.C.) : Ln(T): 0.768Ln(X) + 3.654 Quality Restaurant (P.B.C.] : T: 89.95 trips 11,000 sq. ft. AM Peak Hour Tfllmc Genenltion Multi-Family Residential (ITE 220] : T:O.497 (X) + 3.238 (16% in. 84%oot) Commercial Retail lITE 820] := Ln(T) :0.596 Ln(X) + 2.329 (61% in, 39% out) High TW'nOver Sit-Down Restaurant lITE 832] : T: 9.27 tripsJ 1.000 sq. ft. (52% in, 48% OUI) Off.. [ITE710] : Ln(T) : 0.797Ln(X) + 1.558 (88% in, 12%001) Quality Restaurant lITE 831] : T: 0.81 trips , uno sq. ft. (50% in, SO% OU( assumc:d) PM Peak Hour TfIIfflc:: Genenation Multi-Family Residential (ITE 220) : T: 0.541 (X)+ 18.743 (67% in, 33% out) Commerci.I Retail IITE820J : Ln(T):O.660Ln(X)+ 3.403 (48% in, 52% oat) High Turnover Sit-Down RestallnJlt lITE 832J : T: 10.86 tripsJ 1,000 sq. ft. (60% in,.cO% oat) Off.. lITE 7I0) := Ln(T)= 1.121(X) + 79.295 (17% in. 83% Ollt) Quality Restaurant (lTE831) : T: 7.49 trips I 1.000 sq. ft. (67% in, 33% OUI) Pass-By for Commercial Retail IP.B.C.) : 45J. 0.0225 (X) 4/M '~i .<;4 ... ... l>""jI '~"'ll >.W 1';~Jripfd'p,'ripI_CU1<<)J..ds/frip-," 4/14I(JJ2.-J9l'M ~~ =="1<. O~""1Oaz "., a.e co :s 2% ~ ~ ~ ~ :r ~ 0: g 0: cJ 0 w It! ..: 1 ~ m Ii; w a: ~ a.e (I) It) - OlD BOYNTON RD. 3010 ~ 0 co 10% 17"10 17% BOYNTON BEACH ~ 0 0 9% C\I BlVD. 7% .... (W) SITE r..., L..J ~ (I) ~ ~ a: Cl 0 z C\I ~ 0 r::: 0 c LO LO ~ Q.) ~ 15% 29% 4% WOOLBRIGHT RD. a.e .CJ 0: f It) -I::1 0: - ti g 1 t::: w ..: ~ lP ~ s. W. 2Jrd AVE. ~ < :;: a.e oi 0) vi . ... '. ... - '-. ~ ~ ) FIGURE 2 THE ARCHES AT BOYNTON BEACH TRAFFIC ASSIGNMENT MAP NOT TO SCALE lIIII""'1_n Kimley-Hom ~_U and Associales,lnc. c 042048000 ~\DWE\42041OOO\NK-'oOTU 2-U-03 ~ ... ~. (- "'Iif! ~. .... ~ ~ w 0 ~ OCEAN AV. 1-- -- - - -- -- --, Iii .s: ~ SITE -, 10, ;1 ('), , 1st AV. L_____ ~_2~~1!_____..y 1~_(26) __lJ I (119) 36 ~ ~~ -- ~ ~ -(96) 76~ (7) 3 ... , , I 1 0).... .....10 1 ~..... U)CC , -6 ~~ , , (')10 , 1 ~- 1 I 131721 112031 , I -' I (PARKING gl GARAGE) .....' SITE lii , , 1 111841 , , 1 co , -, -10 ~I ~- ....CD I 2nd AV. L_____________~Jt ~ 2_4_ (52)_ _ ~ i (2) 1~ (68) 8 ... ft 10 10 N ~ ~ LEGEND ~ 41 AM PEAK HOUR VOLUME FIGURE 3 ) (811 PM PEAK HOUR VOLUME THE ARCHES AT BOYNTON BEACH 115051 DAILY TRAFFIC VOLUME DRlVEW A Y ASSIGNMENTS ~_~ Kimley-Hom NOT TO SCALE _ and Associales, Inc. e 042048000 lJ:\DM\42048OOO\NK-'<<NTU 2-:za-oJ "" i... -w "w '. . '... .... (M ~ .- ~=n Kimley-Horn and Associates, Inc. BACKGROUND TRAFFIC Background traffic comprises existing traffic volume (Year 2001) plus two other components: . Traffic from the unbuilt portions of approved major developments Historical growth . A review was conducted of committed developments within the vicinity of the proposed project site. No major project that would contribute traffic greater than 10% of roadway capacity was found. Therefore, according to the provisions of the TPSO only a growth rate was applied to existing traffic counts. Existing traffic volumes were grown by factors determined by a review of historic traffic count data (1998 AADT to 200 1 AADT) published by Palm Beach County. These growth rates were applied to existing volumes (Year 2001) to determine total background traffic volumes for 2005. 042046000-0403 Page 10 ... - '. - ... ~ <"" ~=~ Kimley-Horn and Associates, Inc. ASSURED CONSTRUCTION The existing laneage for each link analyzed was identified. A review of the Five- Year Plans for Palm Beach County and the Florida Department of Transportation was made to identify pertinent roadway widening projects. No project was identified within the study area that would add roadway capacity. 042046000-0403 Page 11 ~=~ ... C'IIlW ,... '. ';,;M '. ',-~ .... - Kimley-Horn and Associates, Inc. LINK EVALUATION Test 1 A link performance standard evaluation was undertaken for each roadway link within the study area considering its total traffic volume and the roadway laneage to be in place in 2005. Project traffic and total traffic for 2005 are shown in Tables 2 and 3 for daily and average peak hour conditions. In accordance with the Coastal Residential Exception of the TPSO only non-residential portion of the project defines significance. Total traffic, however, includes both residential and non-residential traffic. The residential portion of the site is not subject to concurrency, and the non- residential portion is expected to generate fewer average daily trips than the existing vested development. Therefore, the site is not subject to concurrency. Nonetheless, a Test 1 link evaluation was performed. Federal Highway from Boynton Beach Boulevard to Ocean A venue does not meet the average daily and peak hour level of service standards. All other roadway links upon which the project has significant impact meet the level of service standards through 2005. Alternate Test 1 The link that failed to meet the daily and average peak hour standards was analyzed for peak hour peak season conditions in order to determine if it would meet the Alternate Test 1 standard. Table 4 shows the peak hour directional link volumes for the link in the morning and afternoon peak hours. As can be seen, the link on 042046000-0403 Page 12 .... ~. ""' -:... 'ew '. .w; tt/iit 9>!1 ~=n Kimley-Horn and Associates, Inc. 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"1;' ~ g ~ II ~ ~ '" 8 S; ~ ~ ~I .~ ., ~ "~ ! ~ 51 ii. ... ... - ;i\i:i;j ow .. ~- ~ ,~ .~0't - ... = U[!3 :i~ 1Il,..:l Z-< .p~~ ~ot; 1Il1ll~ ~~~ [%l-< U~ ~~ [%l-< ~ i ~ ~ ~'Et;l .oJ .. :< 1! :l :! III tl ""~ ~ ~ III ~ ~ et;l II'l ~ g ~ N S = Q~ ~~ III ~ III tl ... "" .. E 0' E ~ ~1Il ~ ~ e ells ~ 0' ~ 4: ~ i -< e~ EIIl !;"" III C ~ 8 ~1Il !~ III c~ ';t;l g C N i == 1<~ ~~ ;:; 8 €~ "" ~~ :3 U..... $ il .... rl :::: .. e .&> 1; e ~::: 8 Zo ~ ~ ~ ~ .. ii! ..c .... is Q ... .... .. ~~ Q ~ ~ o = ::0: -< ll: ~ .. .. >- .. ., >- '<t '" ~ '" ~ o ..... '" ~ '" <'l ~ '<t: '" '" q ~ ..... 00 16 on ;'!; ~ 00 ~ ~ Cl ....l '<t ., > -< ~ '" o '" > ~ ,.,-5 ; ~ ..c~ DIlC _ 0 =i:: - ,., .. 0 t~ ! ~ o = ::0: -< ~ =- ~ .. ., >- ~ ~ .; .~ l~ ~ t-~ E"C S2lii .. ., >- '" '<t "'. ~ II ~ '" '" r-: ;!:: ;!:: ... .., .., ~ ~ ~ '" <'l N ~ on ::; ~ ..... 00 16 :; '" '" '<t J ~ ~ f t " e' "- 'i;> " " i:' " "- <l <: ~ ~ " " " ... " " f ... " " E: ~ " " "" 8 N ~ " "l:: :: ~ l:: S ~ " lj .!l- l;, -;; ~ ~I .9- ~ ~I l:, f ?l "- 5 '<t ., > -< ~ '" o '" > ~ ..c ,.,'" ~ lJ ..c~ DIlC !~ .. 0 t~ ! ~ ~ j<\ilIIIl .... <<'" >df- ,- ,.. '"" ... .. ~- ~=~ Kimley-Horn and Associates, Inc. Test 2 The Model Test 2 indicates a radius of influence of the directly accessed links. None of these links are Test 2 deficiencies. Therefore, the project meets the requirements for Test 2. 042046000-0403 Page 17 ~=~ .;!j1o ..."", ~ Kimley-Horn and Associates, Inc. CONCLUSION The Arches at Boynton Beach is a mixed-use center proposed to be located between Ocean Boulevard, 4th street, 2nd Avenue, and Federal Highway in Boynton Beach, Florida. The existing site includes commercial retail, multi-family residential, and high-turnover sit-down restaurant land uses. The site plan includes commercial retail and multi-family residential land uses. The proposed site is located in Palm Beach County's Coastal Residential Exception Area, and only net new non-residential trips are subject to Transportation Performance Standards. Based on the traffic impact analysis prepared for the entire site, the proposed development meets the provisions of the Palm Beach County Traffic Performance Standards. 042046000-0403 Page 18 ~~.. ~ ~ ~=n Kimley-Horn and Associates, Inc. APPENDIX OCEAN AVENUE ,'"' 4th STREET '. ~.\#li 1st AVENUE ~\ll ~ ~1. DRIVEWAY ASSIGNMENTS ~ BOYNTON BEACH TOWN CENl'ER - NON.RESIDENTIAL ~ ~ .- ~ ~ = '033 2nd A VENUE DAn.V AM PEAK PM PEAK TAL IN our 3,820 1,910 1,910 108 81 27 400 172 228 r+ Et:ili 1. .-~ ~ r+ ~ = '203 EJ t.1~ffi ~ ~ .,J ~1. ~ ~ It I2Tl"%l ~ .,J ~~ FFDERAL HIGHWA ~ L~~ ~-n Kirnley-Horn ~_U and Associates, Inc. p."041iNtiiJWirripprt.JW'flp..f)414OJ..d.jtI'"--11'O'ld1l 41IVlOOJ Jj:12 ~ = .,J L. BRj...t FlGURE A-I DRIVEW It. Y ASSIGNMENTS: NON-RESIDENTIAL "20"'" ,- OCEAN AVENUE ~ 4lh STREET ~w '. bt AVENUE ... 8Effi 1. - DRIVEWAY ASSIGNMENTS. BOYNI'ON BEACH TOWN CENTER - RESIDENTIAL ~ ~ . ~ ~ ~ 1739 2nd AVENUE DAn.V AM PEAK PM PEAK TAL IN 1,739 870 132 19 149 103 OUT 869 ll3 46 ,. Eilij 1. .Eilij ~ ,. ~ = t. Eilij ~ ~ .,J ~1. ~ ~ Eilij .-J ~ ~~ It FfDERAL HIGHW A ~ (il1ilo 11"1-" Kirnley-Hom -.....J_U and Associates, Inc. p."lN2O.l6lJCl:1.i""""'JU,,",,".JJ4J4O.J..d.JJ~...""""" ... 4/J4I100J 14..19 ~ = .-J ~ ~..t JilGURE A-2 DRIVEWAY ASSIGNMEI''TS: RESIDENTIAL .....- DRIVEWAY ASSIGNMENTS. BOYNI'ON BEACH TOWN CENTER - TOTAL SITE OCEAN AVENUE .. 4th STREET ,. FEDERAL HIGHWA 111"1- n Kimley-Hom ~_U and Associates, Inc. flGUREA.3 vii p."{)4ZINtiI>>INI"PP".JOO..",.JU1<<>>...,.)tI~-I_ DRIVEWAY ASSIGNMENTS: TOTAL SITE .....2000 INTERSECTION ANALYSIS SHEET THE ARCHES AT BOYNTON BEACH FEDERAL HIGHWAY (ii> ROYNTON REACH ROllLEVARD '. Growlh Rate: = Peak Season = BuildoUI Year = Years = 4.45% 1.34 2005 3 -w AM Peak Hour Intersection Volume Development I I Northbound LT I Thru I I RT I Southbound LT I Tbru I T RT I Eastbound LT I Tbru I I RT I Westbound LT I Tbru I RT oil ... Existing Volume (0812Ml2) 98 414 11 to 855 168 181 38 273 50 62 6 Peak Season V olwne 131 555 15 13 1.146 225 243 51 366 67 83 8 Background 150 632 17 15 1.306 257 276 58 417 76 95 9 % Project Traffic 13% 15% 0% 0% 15% 0% 0% 0% 20% 0% 0% 0% Dim:tion out out oul in in in in in in Project Traffic 11 13 0 0 0 0 0 0 0 0 0 0 Total 161 645 17 IS 1,306 257 276 58 417 76 9S 9 Criti<al Volume Analysis No. of Lanes 2 I 2 I <0 I I I 2 I <0 I I I I I I I I I I <0 Aooroach Volume 823 I 1,578 751 I ISO Per Lane V olwne 81 I 331 I 0 I 15 I 782- I 0 276 T 58 T 357 I 76 I 104 0 North-Soulh Critical NB LT + SB TII- 863 SB LT+NBTII- 346 East-West Critical EB LT+WBTII- 380 WB LT+EBRT- 352 Maximum Critical Sum I 863 + 380 - 1,243 ~. '. ... >,. STATUS? NEAR .... tW .;-flt ... .- ~ .. \l'~ INTERSECTION ANALYSIS SHEET THE ARCHES AT BOYNTON BEACH FRDRRAL HIGHWAY @ BOYNTON BRACH BOIlLRVARD ... Growth Rate = Peak Season = Buildoul Year = Years = 4.45% 1.34 2005 3 "* PM Peak Hour Intersection Volume Development I I Northbound I LT I Thru I RT I Southbound LT I Thru I I RT I Eastbound LT I Thru I I RT I Westbound LT I Thru I RT .. .. Existing Volume (08126102) 250 480 56 27 437 175 187 89 246 47 104 22 Peak Season Volwne 335 643 75 36 586 235 251 119 330 63 139 29 BackgroWld 382 733 86 4t 667 2fJ7 286 136 376 72 159 34 % Project Tr1Iffic 13% 15% 0% 0% 15% 0% 0% 0% 20% 0% 0% 0% Direction oul oul out in in in in in in 0% 0% 0% Project Tr1Iffic 8 9 0 0 9 0 0 0 12 0 0 0 Total 390 741 86 41 676 167 186 136 388 71 159 34 Critical Volume Analysis No. of Lanes 2 I 2 I <0 I 1 I 2 I <0 1 I 1 I 1 I 1 I 1 <0 Approach Volume 1,218 I 984 810 I 2fJ5 Per Lane Volume 195 I 414 I 0 I 41 1 472 I 0 286 I 136 I 328 I 72 I 193 0 North-South Critical NB LT+5B11I- 667 5B LT+NB11I- 455 East-West Critical EB LT+ WB 111- 479 WB LT+EB11I- 208 Maximum Critical Sum 667 + 479 1,146 '. ,." STATUS? UNDER ~ .. .... .. l.~ INTERSECTION ANALYSIS SHEET THE ARCHES AT BOYNTON BEACH FF.DERAL HIGHW A V (ii> OCEAN A VENUE Growth Rate ; Peak Season; Buildout Year; Years; 8.11% 1.34 2005 3 AM Peak Hour Intersection Volume Development I Northbound r LT T Tbru I I RT I Southbound LT I Tbru I I RT I Eastbound LT I TbruT I RT I Westbound LT I Tbru I RT "'" # Existing Volwne (08/26J02) 25 425 34 182 806 17 22 34 13 32 16 56 Peak Season Volume 34 570 46 244 1.080 23 29 46 17 43 21 75 Background 42 72JJ 58 308 1.365 29 37 58 22 54 27 95 % Project Traffic 0% 5% 0% 0% 28% 0% 23% 4% 0% 4% 0% 0% Direction out out out in in in out out out in in in Project Traffic 0 4 0 0 0 0 19 3 0 0 0 0 Total 42 n4 58 308 1,365 29 56 61 22 54 1.7 95 Critical Velume Analysis No. of Lanes I I 2 I <0 I I 2 I <0 I I I <0 I I I 1 I I Approach Volwne 824 I 1.702 139 I 176 Per Lane Volwne 42 I 391 I 0 I 308 I 697 0 56 I 83 T 0 I 54 I 27 I 35 North-South Critical NB LT+SBTIl; 739 SB LT+NBTIl- 699 East-West Critical EB LT+WBTIl- 83 WB LT+EBTIl- 137 Maximum Critical Sum I 739 + 137 - 876 >I" .... ,.~. .lIIif STATUS? UNDER ". -w '. '" INTERSECTION ANALYSIS SHEET THE ARCHES AT BOYNTON BEACH FF.DF.RA L HIGHWAY @l OCF.AN A VF.N1JE ,. Growth Rate = Peak Season = Buildout Year = Years ;::; 8.11% 1.34 2005 3 - PM Peak Hour Intersection Volume Development I r Northbound LT I Tbru I I RT I Southbouod LT I Tbru I I RT I Eastbouod LT I Tbru T I RT T Wostbouod LT I Tbru I RT ,.., .""" Existing Volume (08126102) 65 586 60 167 367 19 38 37 23 106 51 91 Peak Season V olwne 87 785 80 224 492 25 51 50 31 142 68 122 Background tlO 992 102 283 621 32 64 63 39 179 86 154 % Project Traffic 0% 5% 0% 0% 28% 0% 23% 4% 0% 4% 0% 0% Direction out out out in in in out out out in in in Project Traffic 0 3 0 0 17 0 \3 2 0 2 0 0 Total 110 995 101 283 638 31 77 65 39 181 86 154 Critical Volume Analysis No, of Lanes 1 T 2 I <0 I 1 I 2 I <0 1 I 1 I <0 T 1 I 1 I 1 Aooroacb Volume 1,2ll7 I 953 181 T 421 Pcr Lane Volume 110 I 549 I 0 I 283 I 335 I 0 77 I 104 0 I 181 I 86 I 94 North-South Critical NB LT+SBTIi- 445 SB LT+NBTIi= 832 East-West Critical EB LT+WBTIi- 163 WB LT+EBTIi- 285 Maximum Critical Sum I 831 + 285 = 1,1l7 .... c+e ... STATUS? UNDER .... -w "~ '>>;,J! ITE MUL TI-USE PROJECT INTERNAL CAPTURE WORKSHEET (Source: Chapter 7. ITE Trip GeneratIon Handbook. October 1998) ~- Enter from Extemal~--' ExlttoExtemal~ +- Land u.. A: RetaH (Retail) ITE Land u.. Code 820 Size: 24,296 Total Inlema! 1,373 1,373 2,745 100% Project Number: 042042000 Project Name: THE ARCHES AT BOYNTON BEACH Scenario: Future Condttions Analysis Period: Daily Analyst: Demand ... 334 338 672 24.5% Extemol 1,039 1,035 2,073 75.5% Demand 3.0% 41 27 Demand 15.0% 27 Land u.. O. Office (Office) .- Demand Ente, ExIt To,,", Demand 28.0% 412 160 160 Demand 30.0% UondUoo9: _tial<Rooldon1lal) ITE Land U. Coc:t. 220 .... Size: 278 T'" Internal External En"" ... 21. 746 ExIt ... 175 791 T'" 1932 393 1539 '. ... 100% 124 """'""'" Demand Demand .. ~0.0% 0 o Ilolancod OJ)% 0 Demand j Demand~ En"" from ExIemIII: ExIt to ExIerMI: Demand """'""'" 63 Demand Demand 28.0% ... 171 171 IlItnend ITE Land U.. ec:o. 710 Sl18: 18189 T'" Intemal ExIomaI Ente, 179 44 136 ExIt 179 .. tl3 T... 3S8 tlO 246 ... 100% 00...... 89.3% + rn 1 Demand 30.0% ~.O% 367 51 8.0% 51 land U. C: ReIBIII (Recdaurant) ,. Enter from Extemal.r-:-l ExittoExtemal~ ..- -- ITE Land U. Code 831 Size: 12899 To,,", Intemal Extemol Enter 571 234 337 ExIt 571 251 320 To""' 1142 465 657 ... 100% 42..... 57.5% .... ... NET EXTERNAL TRIPS FOR MUL Tl-USE DEVELOPMENT lm>d Uso CalOOON A B C 0 To,,", Ente, 1,039 746 337 135 2,259 Ex" 1,035 791 320 tl3 2,259 To""' 2,073 1,539 657 248 4,517 Sing6e u. Trio Gen EstimalG 2,745 1,932 1,142 3S8 1,177 24.48% 20.34% 42.47% 30.73% Over.lllnlemal Capture = I 26.97% .. ~... .", '. ,.., .. .. '. "'" .... .. ... . ... i.~ .. .... ';ill ,~ -- VOLUME DEVELOPMENT SHEET Ocean Avenue & Federal Highway AM PEAK HOUR Federal Highway Federal Highway Ocean Avenue Ocean Avenue Northbound Southbound Eastbound Westbound Description Left Throuoh Rioht Left Throuoh Rioht Left Throuoh Rioht Left Through Right Observed 08126/2002 25 425 34 182 806 17 22 34 13 32 16 56 Peak Season Factor 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 2002 100th Highest 34 570 46 244 1080 23 29 46 17 43 21 75 Growth Factor 1.264 1.264 1.264 1.264 1.264 1.264 1.264 1.264 1.264 1.264 1.264 1.264 2005 Background Traffic 43 720 58 308 1365 29 37 58 21 54 27 95 Project Traffic 0 4 0 0 6 0 19 3 0 1 0 0 Bulldout Total 43 724 58 308 1371 29 56 61 21 55 27 95 Ocean Avenue & Federal Highway PM PEAK HOUR Federal Highway Federal Highway Ocean Avenue Ocean Avenue Northbound Southbound Eastbound Westbound Description Left Throuoh Rioht Left Throuoh Rioht Left Throuoh Rioht Left Through Right Observed 08126/2002 65 586 60 167 367 19 38 37 23 106 51 91 Peak Season Factor 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1,34 2002 100th Highest 87 785 80 224 492 25 51 50 31 142 68 122 Growth Factor 1,264 1.264 1,264 1.264 1.264 1.264 1.264 1.264 1.264 1.264 1.264 1.264 2005 Background Traffic 110 992 101 283 622 32 64 63 39 179 86 154 Project Traffic 0 3 0 0 17 0 13 2 0 2 0 0 Bulldout Total 110 995 101 283 639 32 77 65 39 181 86 154 p:VJ42OW6Q(J(J'lj tripg~n_n~gtrips_041403.xbll~d_oc~an ~=~ ~Ire c opyrighl ~ 2002 4/14/2003 15:12 foH .. .. "",, .... .. j.t!I .. '.. ~ '.... .... .,d' ~.. '" - ,~ '" VOLUME DEVELOPMENT SHEET 1st Avenue & Federal Highway AM PEAK HOUR Federal Highway Federal Highway 1st Avenue 1 st Avenue Northbound Southbound Eastbound Westbound Description Left Throuch Richt Left Throuch Richt Left Throuch Richt Left Through Right Observed 04109/2003 0 0 0 0 1190 8 0 0 12 0 0 0 Peak Season Factor 1,05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 2003 l00th Highest 0 0 0 0 1250 8 0 0 13 0 0 0 Growth Factor 1,077 1.077 1.077 1.077 1.077 1,077 1.077 1.077 1.077 1.077 1.077 1,077 2005 Background Traffic 0 0 0 0 1347 9 0 0 14 0 0 0 Project Traffic 0 0 0 0 2 35 0 0 76 0 0 0 Bulldout Total 0 0 0 0 1349 44 0 0 90 0 0 0 1st Avenue & Federal Highway PM PEAK HOUR Federal Highway Federal Highway 1 st Avenue 1st Avenue Northbound Southbound Eastbound Westbound Description Left Throuch Richt Left ThroUQh Richt Left Throuch Richt Left Through Right Observed 0410812003 0 0 0 0 894 8 0 0 22 0 0 0 Peak Season Factor 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 2003 l00th Highest 0 0 0 0 939 8 0 0 23 0 0 0 Growth Factor 1.077 1.077 1,077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 2005 Background Traffic 0 0 0 0 1012 9 0 0 25 0 0 0 Project Traffic 0 0 0 0 5 96 0 0 96 0 0 0 Bulldout Total 0 0 0 0 1017 105 0 0 121 0 0 0 p:VJ42rM(j(}()(J\[ Ir;pg~n_negtrips_041403.xls Jf~d_l st ~_... KimIey-Hom 1Ilo..J_ U and Associates, Inc. Copyright C 2002 4/1412003 15:20 -tit ~ ... ~. ... .. ~ fi ~- VOLUME DEVELOPMENT SHEET 2nd Avenue & Federal Highway AM PEAK HOUR Federal Highway Federal Highway 2nd Avenue 2nd Avenue Northbound Southbound Eastbound Westbound Description Left Throuah Riaht Left ThrauQh RiQht Left Thrauah Riaht Left ThrouQh RiQht Observed 04109/2003 50 0 0 0 1330 8 0 0 8 0 0 0 Peak Season Factor 1.05 1,05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 2003 l00th Highest 53 0 0 0 1397 8 0 0 8 0 0 0 Grawth Factor 1.077 1.077 1,077 1.077 1.077 1,077 1.077 1,077 1.077 1.077 1.077 1.077 2005 Background Traffic 57 0 0 0 1505 9 0 0 9 0 0 0 Praject Traffic 55 0 0 0 69 0 0 0 8 0 0 0 Bulldout Total 112 0 0 0 1574 9 0 0 17 0 0 0 2nd Avenue & Federal Highway PM PEAK HOUR Federal Highway Federal Highway 2nd Avenue 2nd Avenue Northbound Southbound Eastbound Westbound Description Left Thrauah RiQht Left ThrauQh RiQht Left ThrouQh Riaht Left Throuah RiQht Observed 0410812003 30 0 0 0 872 8 0 0 12 0 0 0 Peak Season Factor 1.05 1.05 1.05 1,05 1.05 1.05 1,05 1.05 1.05 1.05 1.05 1.05 2003 l00th Highest 32 0 0 0 916 8 0 0 13 0 0 0 Growth Factor 1.077 1.077 1,077 1,077 1.077 1.077 1,077 1.077 1,077 1.077 1,077 1.077 2005 Background Traffic 34 0 0 0 987 9 0 0 14 0 0 0 Project Traffic 152 0 0 0 83 0 0 0 68 0 0 0 Bulldout Total 186 0 0 0 1070 9 0 0 82 0 0 0 p:VJ42OW(j()(}(}..f tripgen_negtrips_041403.xls Jfed_2nd 4/141200315:12 ~=~ ~.kr. Copyright C 2002