The URL can be used to link to this page

TRAFFIC STUDY (6/2004) 02/10/2004 21:51 8504883309 CDMM PLANNING PAGE 01/04 j)iC.iA o 3 ~ 00) g,C, FLORIDA DEPARTMENT OF COMMUNITY .cur^.....'" 2555 SHUMARD OAK BOULEVARD TALLAHASSEE, FLORIDA 32399-2100 COLLEEN CASTILLE, SECRETARY DIVISION OF COMMUNITY PLANNING DIRECTOR'S OFFICE (850) 488-2356, SIC 278-2.356 BUREAU OF LOCAL PLANNING (850) 487-4545, SIC 2.77-4545 FAX: (850) 488-3309. SIC 2.78-3309 FACSIMILE DATE: F c..,~ II, ?oulf , t.9 ~~E: To: FAX NUMBER: ----l.o-.=2....b I) 7Y?" b '2- s-Cf FROM: ~'I'2.D\..1 0'L- t:.,,-, llj HL OFFICE TELEPHONE NUMBER: Ces~) q 1-7 - /713 COVER SHEET: I + ~ ~ 4 T OTAL PAGES COMMENTS OR SPECIAL INSTRUCTIONS: 1)01 LGc\I"v1lL - r:= 'i-I 02/10/2004 21:51 8504883309 CDMM PLANNING PAGE 02/04 .mB BUSD GO~lINOR ~ Florida Department of Transportation PLANNING AND ENVIRONMENTAL MANAGEMENT _ D1STRICT 4 3400 WestCommorcicl Blvd., Ft. lcud.rdale, fl33309-342 1 T.lephonol954j 777.4601 Fox 19541 777-4671 Tell f,.. Numb..., 1.866-336.8435 December 15, 2003 JOSE ABREU SECRIITARY Mr. James T. Snyder DR! Coordinator Treasure Coast Regional Planning Council 301 East Ocean Boulevard, Suite 300 Stuart, FL 34994 T~~ i-; """T'-'~.~~'-:-~I,' InJ-t,_ {I" ": n 'IP/ I" ;' . ,,-~.. . . " If: ~ 11 -., _. .'_ .. " "; Dt"G J i8 20m : I;' ~ _I. '- ;:';'_'1 i ,~:-;.:;." .,_ Dear Mr. Snyder: ""_. ..1:~.2e';':;:;~'::;~G~::' ',' ..~,~'"'~.... SUBJECT: Renaissance Commons (f.k.a. Motorola) DeveJl/pment of Regionallmpad (DR!) .- City of Boynton Beach, Palm Beach County Notification of Proposed Change (NOPC) In response to your letter of November 18, 2003, the Department has reviewed the Notification of Proposed Change (NOPe) for the Renaissance Commons (f.ka. Motorola) Development of Regional Impact (DR!). The Renaissance Commons DR! is located north of the Boynton Beach C.16 Canal, south of Gateway Boulevard, east of Congress A venue and wcst of Lake Worth Drainage District &-4 Canal in the City of Boynton Beach, Palm Beach County, Florida. The DR! was originally approved as the Motorola DR! on January 7, 1980, with an expiration date of 30 years from the date of its rendition (i.e. buHdout yeads 2010). The original DR! development, however, was projected to be complete in the Year 2000, and consisted of the following uses: . 240,000 square feet of Industrial/Office uses in Phase I, o 385,000 square feet of Industrial/Office uses in Phase II, and o 200,000 square feet of Offices in Phase ill, Under Ordinance Number 02-061 the DR! was approved as a multi-use project with the following uses: o 500 Multi.Family dwelling units, o 63,500 square feel of Commercia1/Retail, · 450,000 square feet of Office, and o 128,000 square feel of Industrial (warehouse space) In this NOPe, the applicant proposes the following changes lo the DR!: 1. Change the DR! name from Motorola to Renaissance Commons 2. Revise the approved land uses to include the following uses: . 1,551 Multi-family dwelling units · 213,000 square feet of Commercial Retail (includes 15,000 square feet of Day Care) · 247,800 square feet of Office 3. Provide a Use Conversion Matrix, based on peak hour trip data, to facilitate changes between the land uses in -the future, without the nced for an amendment to the DR!. www.dot.state.fl.us * AECYCLED PAPER 02/10/2004 21:51 8504883309 COMM PLANNING PAGE 03/04 Mr. James T. Snyder December 15, 2003 Page 2 The Department offers the following comments regarding this NOPC and the accompanying traffic analysis: Trio Generation and Distribution L It is evident in the applicant's traffic analysis that the proposed land use change creates new external PM peak-hour trips. As such, the applicant is required to demonstrate that the project would not create significant impacts On the surrounding roadways through an analysis of existing and future (project's buiIdout year) traffic conditions. No such analysis was conducted, 2. The applicant should provide documentation on how the DRI trips are being distribuled and assigned to the roadway network. Pass-by Trio Reduction 3. The pass-by trips should not exceed 10% ofadjacent street background traffic during peak hour or 25% of the project's external retail trips, whichever yields the lower number of pass-by trips. The applicant did not demonstrate that these criteria have been met. Based on our review, the number of pass-by trips proposed in this analysis exceeds 25% of the project's external retail trips, and is therefore unacceptable, The analysis should be revised, accordingly. Lan'd Use Conversion Matrix 4. The trip generation table in the traffic analysis indicates three different types of Multi-Family Residential units - Apartment, Townhouse, and Condominium. However, the Land Use Conversion Matrix shows the conversion to Multi-Family use ba.~ed on the trip generation rate for Apartments. Please clarify if the residential conversion is restricted to Apartment use only. If not, aU three components of Multi-Family units should be shown in the conversion matrix. 5. The applicant should show how the conversion rates are established, and provide the calculation/analysis in the appendix. IDtel."llection and Drivewav AnaJvses 6. Intersection level-of-service (LOS) analyses sbould be conducted for signalized intersections on roadway links that are significantly impacted and whose projected traffic volumes are within 10% of the roadway's adopted maximum service volume. 7. At a minimum, the intersection LOS analysis for Gateway Boulevard and Congress A venue, and the project's driveway analysis should be provided. In addition, 1-95 on and off ramp analyses at Gateway Boulevard should also be provided if the DR! impacts 200 or more peak-hour trips on the ramps. 02/10/2004 21:51 8504883309 COMM PLANNING PAGE 04/04 Mr. IllJlles T. Snyder December 15, 2003 Page 3 As noted in the comments above, the traffic analysis submitted for this NOPe is not sufficient. The analysis should be revised to address our comments. It is recommended that the applicant schedule a meeting through the RegiOnal Planning Council to facilitate the development of an acceptable traffic analysis. Please feel free to contact this office at (954) 777-4601 should you have any questions. Sincerely, GS:cw cc: D, Ray Eubanks - Community Program AdmiJJistrator, FOCA Bob Romig - Director, Office of Policy Planning, FOOT Gerry O'Reilly - District Director of Planuing and Production, FOOT John Krane - Transportation Planning Engineer, FOOT 5:'1OPBM\S)trtm1 PIlInIdnl\D4Drl\MtllIXolll (RmNS&Illce ComTnlll'l)\l'lOPcI21503.lloe 07/20/2004 15:57 5614341663 FDOT/PLR~ING OFFICE Fax:954-777-4671 PINDER TROUTMAN Jul 20 '04 16:31 PAGE 02 ~.lJi nlnw GOVllNoa ~ Florida Department of lTansportation PlAN_GAND ItN_IMNAGEMlNr . DlS~CT' 34OOw..tCoMcMt'eiolll-od.~ flt.lA~, fl!:J309-3421 T....-(9t4) 777.>1401 ""1'54)777."71 Tollm.Nv."..m 1466.3_" ,ost.uUI7 IlICUTAJlr July 20, 2004 ~ I JluIba, AX:P ~~ T_ COIItBepml PlomliIl& COWICil 301 ElltOoean ~ SuIIe 300 Stl8t, FL 34994 0.. Mr, 'BuIIIa: SUBJECT: .........~ ('__ (r.k.a. Moto.....) Dndep_ olBeai,aaJ Impact (DIU) CItr .,..,..lIeedl, P_1IadI Cowal1 NotitIcatlaoa of.. IpUt' (]Iup (NOPe) - Rap_to ~ I"t' 1be o..-bQW'" bee WllIldllg ~ Mr. Kabart M. PlDdcIr ofPiDdor T.- ~1..", 1uc.1O ~ tho <:>:n-'tf lhlm dIoDeplrlmoat lqlIIlIias anMsod 1rIffic aIIIIysis dIIlld '_7, Z0041la1t wu pI'Owted ill suppM of a ~rM Of' . ofPropoled CIuIIIe (NOPe) for dIo 1I-.;.n..... ~. (I,"", Molorola) IlcvcIapmeat of RqioulIlllplCl (DRf). 11>0 w.t 1rIffic oaaIyoi. prOYidecl by Mr. PiDdor iDdi..ted that III tclIGli-'ll ~ 1bnJuIb .... -.kI be ......w.UD: ~ir"" oCOateway BouIcvIld IlJll CaIpa A_IO openle It an IllCOptabtc lmIof...... at !be pcojeot'. buiI<Iaut,.. (2005). UpgeICY" ofdlolRftio ~pI'l7Yidodby Mr. PiDdor, lboDoponmoalhu IlOllirtIlc:rc- - 'IbIrc&lR,web"uoobjeclilmlOtboNOPC. ~flDoIbolo_tbiaaf&1cIt(954) m-46lJllk>uId}'QU hew IllY ~. Sillcertly . C gf:.~ sa...... .B. iii/'L. &'''0',."..,1 &~ GS:mmIcw cc: D. RayJ!uholl>ko - C-'n~ Prosrem Adaliili8_, FDCA 11gb RllIIlia -l>lrecIoc. 0tIkic ot'PoIiey I'Iamliq, FOOT Gerry O'WIy - DiIlric:t DiIedIclr ofPIIIIIliDe _ ProdIJctioo, FOOT JoIm Kt.- - TI'IDIpClItIlioa I'lmlIiDa &,iDcer, FOOT KIhert PiDdor - PiDdor T_ c....,,, iDe. ...__. ,~ _AI r J _.1lI -- www.dot.lt8t8.fl.US * """""'" ,.... PAGE 2/2. RCVD AT 7/20/2004 4:42:58 PM [Eastern Daylight Time]. SVR:FTLWEB1f7. DNIS:3<<2. CSID:51514341683. DURATION (mm-ss):02-GS PIHDER TROOTMfiH COHSOLTIHG. IHC. Transportation Planners and Engineers 2324 South Congress Avenue, SUite 1 H West Palm Beach, FL 3340h (561) 434-1644 Fax 414-1663 \VIII.w.pindertrnutman.com June 8, 2004 Mr. Gustava Schmidt Florida Department of Transportation Planning and Environmental Management 3400 West Commercial Boulevard Ft. Lauderdale, FL 33309-3421 Re: Renaissance Commons DRI NOPC #2- #PTC03-75 Dear Mr. Schmidt. The purpose of this letter is to respond to FOOT comments, contained in your correspondence of March 22, 2004 regarding the above referenced project. For ease of review, I have summarized the comment and provided the r('sponse. 1. Comment: Response: 2. Comment: Response: 6. Comment: Response: 7. Comment: Response: Test 1 Link Analysis. The analysis has been revised to show the appropriate roadway link levels of service on Exhibit 8. Project trip distribution percentages. The Test 2 model was utilized as a tool for developing the trip distribution. Adjustments were made based nn loc.al knowledge. Intersection Analyses. Intersection analyses have been provided utilizing the HCM 2000 techniques. CMA spreadsheets have also been included. Gateway Boulevard/Congress Avenue intersection analysb. The revised analY5i~ utilizes the HCM 2000 procedures with the corrected volume. The above responds to all the outstanding traffic related questions. KMP/ldr Enclosure cc: Michael Rumpf Jim Comparato Kim Clas copy is enclosed for your review. r. I i JUN letter Schmidt 03-75 6-8-04 Ui PII'tDER TROUTMfi" CO"SULTI"G. I"c. Transportation Planners and Engineers July 2, 2004 2324 South Congress Avenue, Suite 1 H West Palm Beach, FL 33406 (561) 434-1644 Fax 434-1663 www.pindertroutman.com Mr. Gustavo Schmidt Florida Department of Transportation Planning and Environmental Management 3400 West Commercial Boulevard Ft lauderdale, Fl 33309-3421 Re: Renaissance Commons DRI NOPC - #PTC03-75 Dear Mr. Schmidt: The purpose of this letter is to respond to FDOT comments, contained in your correspondence of June 25, 2004 regarding the above referenced project 1. Comment: Response: Link volumes on Gateway Boulevard from Congress Avenue to High Ridge Road. The volumes shown on Exhibit 8 of the revised report for this link are lower for two (2) reasons. First, the applicant has modified the projected buildout date from 2010 to 2005. It is the applicant's intention to have the project builtout by 2005. Second, the existing traffic data utilized in the traffic report was 1993. During 1993 there were Motorola employees occupying the facility. Therefore, only the additional traffic (between existing and proposed) has to be added to the 2003 base traffic volumes. Exhibit 9 of the revised report provides the trip calculations for existing and proposed. There has been !)Q.reduction in the percent of project traffic assignment to this link. 2. Comment: Response: Project Trip Distribution. See above. The above responds to your comments. h . Pinder, AICP ~ Principal KMP/ldr cc: Michael Rumpf Jim Comparato Kim Glas Michael Busha Caroline Knight '[D)r~ @ ~ D_,L I, 1Rl~~1M OEPARTMF~'T r, letter Schmidt 03-75 7-2-04 ~ . Department of Engineering and Public Works p.o. Box 21229 West Palm Beach, FL 33416~ 1229 (561) 684-4000 wwwpbcgov.com . Palm Beach County Board of County Commissioners Karen T. Marcus, Chair Tony Masllotti. Vice Chairman Jeff Koons Warren H. Newell Mary McCarty Burt Aaronson Addle L. Greene county Administrator Robert Weisman ~An Equal Opportunity Affirmative Acl10n Employer~ @ printed on recycled paper March 8, 2004 Mr. Michael Rumpf, Director Planning & Zoning City of Boynton Beach 100 East Boynton Beach Boulevard Boynton Beach, FL 33425-0310 RE: Motorola DRI - Renaissance Commons - NOPC #2 - Revised Build-out TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Mr. Rumpf: The Palm Beach County Traffic Division has reviewed the traffic statement for the previously approved DRI entitled; Motorola DRI- Renaissance Commons - NOPC #2- Revised Build-out, pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. The project is summarized as follows: Location: Southeast corner of Congress Avenue and Gateway Boulevard intersection. City of Boynton Beach 13,020 Daily, 1,634 Peak Hour Trips. 1,551 MF Residential Units, 247,800 SF General Office, 198,000 SF General Retail, and 15,000 SF Daycare Center. 1 ,214 AM and 1,630 PM Peak Hour Trips 2010 Municipality: Vested DRI Trips: Proposed Uses: New PH Trips: Build-out: 8a::;ed on our re\liew, the Traffic DMsion has the following comments: . Existing PM peak hour volume for the westbound approach at the intersection of Congress Avenue and Glades Road needs to be changed from 111 vph to 1111 vph. Redo the analysis and identify intersection improvements, accordingly. . Provide a Test 1 table illustrating 2010 volumes at all links with over 1 % LOS 0 project impact . Modify the phasing condition to address Palm Beach County threshold of 1 % LOS 0 capacity. . Provide peak hour project generated traffic forecasts at all project driveways, in accordance to the new project traffic assignment pattern. ~r::-~--I - -,~~:-:--,~ -.; 'I i< I' ,: i ': ,'r-------- *R , March 8, 2004 Page 2 If you have any questions regarding this determination, please contact me at 684-4030. Sincerely, /2/"7 Masoud Atefi, Sf. Engineer - Traffic Division ee: Pinder Troutman Consu~ing Ine, File: General - TPS - Mun - Traffic Study Review F'I TRAFFIClmalAdminleommenlsl031225.doe itE"flISSA"CE COMMO"S Ditl (FKfI MOTOitOLfI) "OPC #2 TitflFFIC fI"flL YSIS Prepared for COMPSO" flSSOClfiTES Of BOY"TO". LLC. Prepared by PI"DER TROOTMfi" CO"SOL TI"G. I"C. 1324 South Congress flvenue. Suite 1 H West Palm Beach. fL 33406 (561) 434-1644 #PTC03-75 June 7.1004 ~ RENAISSANCE COMMONS DRI (FKA MOTOROLA) NOPC #2 TRAFFIC ANALYSIS The proposal under this Notice of Proposed Change (NOPCl for the Motorola DRI is to change the proposed land use mix and intensities to provide a mix of residential and non-residential land uses. These specific land use designation changes, described in detail in Section 5 of the NOPC Application, represent proposed increases and decreases in land use intensities as well as a reallocation of approved land use designations and intensities. Residential development will occur under the Local Retail Commercial land use designation. The purpose of this traffic analysis is to provide data and analyses of the traffic impacts associated with the proposed change such that a determination of substantial deviation can be made. LAND USE CHANGES There has been one (1) previous modification to the DRI, which was initially approved in 1979 for 625,000 SF of manufacturing (including ancillary office and storage) and 200,000 SF of Office. In December 2002 the first NOPC was approved to provide for a mix of residential and non-residential uses on the site. These uses and intensities are provided on Exhibit 1. Generally, the current proposal is to reduce the amount of office space, eliminate the self-storage warehouse and to increase the number of residential units. Exhibit 2 provides a summary of the proposed land uses and intensities, TRAFFIC ANALYSIS Based on this 1979 development plan it has been determined that the project is vested for 13,020 daily trips and 1,634 peak hour trips (Exhibit 3). This then becomes the benchmark from which to compare the trip generation of the proposed land uses. Nope #2 U3~75 6 7-04 Exhibit 4 provides the AM and PM peak hour trip generation analysis for the proposed Motorola DRI NOPC #2 development program following established Florida Department of Transportation (FOOT) procedures. it has been agreed with FOOT that a 26% pass-by rate is appropriate for the existing Day Care. This rate was obtained from the Pinellas County MPO. Copies of the appropriate report pages are provided in Appendix A. The projected AM peak hour new trips are less than the vested trips. However, the projected PM peak hour trips exceed the vested trips by 152. This represents an increase of 9,3%, which is less than the 15% increase that would constitute a substantial deviation. Exhibit 5 provides the internal Capture worksheet for the proposed development plan. ROADWAY LINK ANALYSES A link analysis has been conducted to determine if the proposed development plan will have a 5% or greater impact on any links not analyzed in the Application for Development Approval (ADA). Exhibit 6 provides this analysis that compares the ADA assignment and impacts with the proposed development plan assignment and impacts. The ADA impact analysis was based on daily traffic. Daily volumes have been converted to PM peak hour trips based on data contained in the ADA. The assignment of traffic generated by the current development proposal is generally based on a distribution developed by utilizing the Palm Beach County Test 2 Model. The socio-economic database of the Model includes all existing plus approved projects and the roadway network required to support the level of development. The model inputs for the Renaissance Commons and the trip distribution percentages are provided in Appendix B. The model outputs were utilized as a guide in developing the trip generation and consequently there are several minor discrepancies. For example, the model does not assign any traffic to Boynton Beach Boulevard between Congress Avenue and Old Boynton Road. This appears unrealistic and an assignment of 4% was shown for this link of Boynton Beach Boulevard. The assignment on Gateway Boulevard from 1-95 to Seacrest Boulevard was reduced from7% to 5%. The assignment on Congress Avenue from Lantana Road to Hypoluxo Road was increased from7% to 16%. There are other instances where the assignments used in this analysis differ slightly from the model assignment. Nope #2 03-75 6-7-04 2 There are three (3) roadway links on which the proposed development plans traffic is projected to have a 5% or greater impact that were not analyzed in the ADA. These links are: 1. Gateway Boulevard from Lawrence Road to Congress Avenue. 2. Gateway Boulevard from Congress Avenue to High Ridge Road. 3. Gateway Boulevard from High Ridge Road to Congress Avenue. These links of Gateway Boulevard are significantly impacted, with the current land use proposal for one main reason; Gateway Boulevard did not extend to or beyond Military Trail and there was no 1- 95/Gateway Boulevard interchange when the Motorola DRI was approved. Based on these impacts, only the identified links of Gateway Boulevard are required to be analyzed. Historic growth, for the roadway links to be analyzed, is provided on Exhibit 7. Note that the historic growth is calculated for a six (6) year time frame. The longer time frame was utilized in order to minimize the impacts of recent roadway widening (Gateway and Congress) that results in changed travel patterns. Exhibit 8 provides the two-way roadway link capacity analyses utilizing FOOT trip generation procedures and link service volumes. This analysis includes the incremental increase in traffic between the existing development and the traffic distribution for the current plan. Motorola, a 555,000 SF office/manufacturing building, has existed on the site for at least the last 10 years. During peak season 2003, it was estimated that 1,000 people were employed by Motorola; and the Day Care center was operational. A comparison of the proposed and existing trip generation is provided on Exhibit 9. Consequently, the link analysis presents a very conservative estimate of future traffic conditions. The link of Gateway Boulevard from Congress Avenue to High Ridge Road is projected to exceed the adopted four (4) lane service volumes. Traffic counts are provided in Appendix C. An arterial analysis has been completed, Appendix 0, that shows acceptable operating conditions. Nope #2 03-75 6-7-04 3 INTERSECTION ANALYSIS Detailed intersection analysis utilizing the HCM - 2000 procedures was completed for the following intersections: "" Congress AvenuelGateway Boulevard "" Gateway Boulevard/Motorola Drive/Hampton Inn "" Congress Avenue/Catalina Center/Motorola Drive At buildout (2005) of the project the Congress Avenue/Gateway Boulevard intersection will require converting the westbound right turn lane to a through/right turn lane. The capacity worksheets are in Appendix D. The Gateway Boulevard/High Ridge Road intersection traffic count is from the 2003 peak season and the other two counts are from the 2004 peak season, During peak season 2004, the Motorola buildings were generally empty. During peak season 2003, there were still many employees working at Motorola. Project traffic at the Gateway Boulevard/High Ridge Road intersection is based on the net increase in project traffic (Exhibit 9) and project traffic at the other two (2) intersections is based on total project traffic (Exhibit 4). ROADWAY MODIFICATIONS The proposed development plan includes the addition of two (2) new driveways on Congress Avenue. One of these driveways will be located south of the Congress Avenue / Gateway Boulevard intersection and the second will be located south of the existing Congress Avenue / Motorola Access (Catalina Drive) signalized intersection. The proposed northerly driveway will be a full median opening (allowing all movements) aligned with an existing driveway on the west side of Congress Avenue, The southerly driveway will allow left in, right in and right out movements only. These roadway modifications were also a part of the NOPC #1 modifications. Nope #2 0375 6-7-(]4 4 CONCLUSIONS Nope #2 proposes simultaneous increases and decreases in allowable development intensities. The projected new trips and the reassignment of approved trips due to changes in the roadway network meet the requirements of State standards. Nope #2 0375 6-7-04 5 C...~h.a"";,, 1 ~IIIU'\.I ",PTC03-?5 &/9/04 NOPC 1 land liSPS 03-75 10-21-03 Prlgplof1 Motorola DRI NOPC #1 Land Uses I ITE I land Use I Code I Intensity Office 710 450,000 SF Residential - High 220 500 Dus n....."r.......^ ot:o 11: nr\rl cc I.JCI.,........Cl.It- I JVJ I IJ,'J'J'J J' Restaurant - QualitY 8-:>1 I 10,000 SF J' KPstaurant - High 1 urnoypr tj,) I 6,000 "t Restaurant - Fast Food 834 8,000 SF Retail 820 20,000 SF i Bank - Drive-In 912 4,500 SF l Iself Storage (Warehouse) I 151 128,000 SF c,~~;h;f- '1 ....^I11Utl..L #PTCo:l-75 5/9/04 NOPC 1 land uses 03-75 10-21-03 P<tgp1 of 1 Renaissance Commons DRI (fka Motorola) NOpe #2 Land Uses I ITE I land Use I Code I Intensity I Residential - Aoartment 220 145 Dus Residential - Townhouse 230 326 Dus LlnC'irln.......i.....1 _ rAnrl.-..m;n;'1 10n 1 nQn n'le r~"'~-"UU' ~'~:~~~~~;i ".....'-''-' 1,551 Dus Retail I 820 I 198/000 SF Office 247,800 SF IDay Care 15,UUU SF I 460,800 SF Fxhihit , ~ :7' .r . '\ . " .,~ .r .-. DEPARTMENT OF DEVELOPMENT PLANNING AND ZONING DMSION . Building . Pfanning & Zoning . ~ u~ . Community R~ ~f~ August 29, 2002 Mr_ K2hart M, Pinder. AlCP Pinder Troutman Consulting, Inc. 2324 South Congress Avenue Suite IH West Palm Beach., FL 33406 Re: Motorola DRl Dear Mr. Pinder: I am responding to your letter to Michael RlUTIpf, ,dated August 26, 2002. regarding vested trips for the Motorola DRL I concur with your assessment, that the Molorola DRI is vested for 13.020 daily trips and 1,634 PM peale hour trips. If you have any additional questions, please contact me at 561-742-6260. Sincerely, d~~d~v Lusia Galav, AlCP Principal Planner Cc: Michael Rumpf, Planning & Zoning Director Jim Cherof, City Attorney S.~WP\I'UlJECI~D~T_Ur__" City of Boynton Beach. 10C It Boynton Beach Blvd., P.O_ Bo. 310 . Boy- Beach, Florida 33425-0310 or."-"-,-- ~, <;:> q ~ ",,_,,",<0 C ~~~'ic " 0, . " o -I u o z .. E 0 '0 L 0 S '" 0 0 . 0 0 'Z 0 ~ E w E 0 w w 0 lJ 5 u .9-~ w u .= u 0 0 ~ ~ N 0: '" .;;; u "" >- "-0 ~ '" 0 00 <' x 0 w '" z~ 0 ~ ,,> ~ ~ ~ 0 ~ ~ 0 ~ ~ ~ ~ :;; M ~ ~ R ~ ~ ~ ~ M ~ Z.= ~ ~- ~ N ~' "" ?,'?."# "" "" 0' "" ,0 0 0 0 :;; 0 0 0 0 ~;:o 0 0 0 0 0 0 ~ ~ - ~ J, . N I!'. .= 0 N N ~ M :0 M N N N- 0,9 ~ ~ ~ 0 ~ ~ N ~ ~ .~ ~ ~ ~ ~ ~ ~ ~, ~ ~ ~ M ~ M '" .; ~' N' Ji~ N ,~ 0' 0' " ";? " if "" ',,? ,0 0 0 0 0 0 0 0 0 ~ ~ '0 ~ 0 0 0 0 0 '" ~ " " " 0 0 0 s2 ~ 0 N E N M ~ 0 :;; ~ _. ~ ~ ;': ~ ~ ~ ~ ;;; ~ ~ O. N " ~ N > .< o . o ~ u . - 0 ~ " " E , 0- :0 0 ~ 0 ~ ~ ~ g: N 0 :;; ~ ~ ~ ~, M N ~ ~ o .~ ~' '" 0" N M' ~~ ~ N ~ :J, ~ ~ s ~ ~ ~ ~ ~ ~ '" ~ 0 + ~ ~ + ~ '" g 0 0 g 8 " " " 0 0 0 0 0 0 0 0 12 ee S .~ ;;: ~ . M ~ ~ ~ ~ :': ~ 0; ~ ~ ~ ~ ~ N 0 "' '" vi 0 '" vi 0 ?-: 0 " ~ ~ " " g E ~ ~ .s .s ,~ oS ~ oS ~ ~ :!> ~ ~ :!> :!> 0 0 ~ ~ ~ ~ ~ ~ 0 0 0 0 8 ~ ~ ~ ~ 0 0 0 ~ o. "'. 0 ~ 0 ~ " ~ ~ ~' ..: '" 0" '" ;'; ~ ~ ~ w 0 " 0 :;; " N 0 ~ ~ M " 0 ~ :;: U N N ~ ~ ~ " 5 0 ~ 0 ~ ~ -i: 0 0 E ~ 0 ~ ~ ~ 0 ~ "I ~ < 0 0 0 0 ~ 0( ~ U d; 0 Cl .. .. .. t > ~ .~ '~ . Ii ~ 0 0 , 0 . u ou ~ ~ ~ 'jj ~ ~ tEl if .~ '. ~ w 0 0 u ~ ~ ~ ~ ~ ~ 00 ~ M N ~ ~ ~ ~ ;:: 5 ~ M ~ ~ ~ 0 ~ ~ ~ ~ N, ~ . .= " ~ 0 ~ ~ 0 M ~ N , ~ ~ :;: ~ ~ ~ ~ . 0 M ~ 0 Z ;: ~ ~ ~ 7 ~ :0 ~ " ~ ;:- ~ ;;; :;; " #. .' ,0 ,0 ,0 0 0 0 0 " 0 ES 0 0 0 0 0 0 ~ 0 ~ ~ .~ N N 0 N a. . ~ ~ ~ ~ , ~ ;:: N ~ ~ ~ ~ M ~ ~ ~ " ~ ~ ~ 0 ~ ~ ~ M ~ M . ~ ~ .= ~ 0 h ~ 0 M M ;;; ~ ~ M ~ ~ h .. 6 ~ ~ E ~ x w ;:: ~ :::: ~ ~ 00 N N " ;:- N ;;; ~ M ~ ~ ~". ,0 ,0 ., #. ,0 ~ 0 " 0 0 0 0 ~ 0 0 " N ~ ~ 0; ~ " ,: ~ -i "' '" '" ~ ~ ~ . 0 E ~ ;:- M ~ ~ ~ ~ ~ ~ ~ M M ~ ~ ~ " > ,,> o ' D~ U . 0 . " " E , ~ M ~ N 0 ~ :;; " ~ ~ , ~ ;'; ~ 5i 0 ~ ~ ~ M ~ ~- . ;:: - N ~ ~ ~ ~ ~ 0 ~ , ~ :;; h ~ ~ ~ 0 0 ~ ~ , 0 ~ N ;'; :;; ~ ~ ~ N ~ ;:: ;': M 0 0 " M , ~ N r: <-' do ~ - " M '" ~ ~ ::: s ~ '!' '!' a; :g . "' " " N s:: M ~ . s s s .-'0 '" N 0 " -' " + +0 0 12 0 0 g _0 '. 6z . :;; ~ ~ .s 0 " ~ ~ ~ , 0 0 0 0 N 0 0: ~ " h ~ E- o 0 .= " " E E .s S ~ ~ - , 6 ~ :!> ~ % 0 0 0 ~ ~ 0 ~ ~ 0 ~ 0 0 0 ~ ~ ~ 0 0 0 ~ M 0, ~ 0 ~ 0 " - ~ ~ ~- vi ~ ;'; ~ ~ w 0 " 0 0 0 0 ~ ~ M ~ N ;:: ~ " 0 N N ~ ~ u . u 15 ~ 0 ~ 0 0 .6 E ~ 0 , 0 ~ 0 ~ ~ :51 ~ . 0 0 0 ~ ~ ~ u 0 Cl .. ~ ~ 0 .~ t 0 " ~ 0 0 u 8 u ;I ~ ~ ~ jj .~ ;;; .~ ~ > ~ 0 0 0 8 0 ~ ~ '" '" ~ '" :oJ o I '" <( w a. ~ ~;e~:;:: o ~ ~ ~ <Xl 00<0 r:::1;,..,;: ~~~::;;~r;,~ N M N '='5 .0 o Z :;:;:5 g Q; E M '<t" 0-"0' "#. 000 >-;::- 000 ~:: &~ ::;~~ M b5S 000 ~o~ M ;; ~;e~~~~~~ . ~ .= -; EO o :is ~ ~ ~ ~ E :;:; ~ ~ ~ l'. ,0 >k 000 ~~~ ",,,,"'; .< , .= 1:: <ll .....,......... o 0 :. " :! ~ g ,.., ~ .g D~ U . - 0 ~ ill "" ~[;;~ ~ N g;~~ ~ 0'"# ,0 000 ~M~ MMcr\ ~~~ ~ ~g~g~25~g; o ....- '" <Xl 0"> M ..... ~ .= '5 ,,0 o ~ ~~~ " ;:;::;-,:;:)M ~ M M M ~t::::r..:r::-: nl>D>D>D 0:: ~-- c ::J :::> :::> .g 12 eQ ~ N ~ ~ <l!>D"'''' :ficioo " E '" .~ ~ o w~ ~ 0 -u '" :oJ o I '" <( w a. ;;:: &l E ~ ci <l! 1:: C-c :3 '" 3: C ;:l..r:~8 o Cl L "- O<o"",OM'-"'" M '" 0\ ~ .!) g; 0 ?Of2:D:;:: ~ ~ N !!> -;:;::; 06MU) '<tfO" ;:;)r--:::'"'f o_u:: ~~~ M 0', 0 :t~8 i':5-,-""z. 5 + '"" ~ ~,...; ;3E " E:~ S 6068::;:;::;:;::;:; 000 000 o~o ,......... <::5......''''- ~~..... ~~g:;:; <')~~ fi%:g N N N ~~~ ~~~5 <l! <l! <l! 0 :9;2:9r- a; ~ ~ .,S O::O!O::';; :;: . " '~,g ~ 0- . ~OD ~ ~ 'c ~ ~ ~ ~ ~ ~ ~ ~ '" o ~ o 0' N N 0_ ~ ~ 0, '" ". ~ -i :i: M o ~ M 0' ~ ~ ~ ~ ~ o . u o 'e- ~ -5 '0 ~ " ~ oS -" ~] " u ~~: ! , . e " ~~ - 0 1;; 0' ~ 0 ~ c 0 " . -5 ~J) o , " ~ y -5 ~ :;' ~ o ~ -1 _ ;G a. w , ~ '" (, - z ~C!;~- ~~8~ h: 8 ~ _ ~<L ~ o ~ ~ w e . ~ o z ~ ~ co ~ ~ u ~ z ~ -~ ~z 0;:; L.,.!E ~ _ 0 :9 0 a: ~~~ t;; I ~ ~ ~ o ::. E o E - EO 8:t3 ~~B ~~;,;. ,_0 ~t ~ o o G~ ~" 0"'..... a::::E';;:: ~ - ri / . / c 0 c, ) p " 0 . 0 u 0 ] p > . , ~ ~D[[lj _~h~~ ~ ~ _€ ~:::; R ~ 5-':; . ~ ~ - ~ O! ~ o ~ " . , ~ ~ "' ,~ r ",'8 v, JU 00 z - :'5 ~ o / ~ ~~~g ~ ~ -' , 0 -' , g ~ , , ~ Ii l: ..; ~ Ii o 1 3 ~ 3 ~8 , 0 ~1 ~~~~ -' ;.-;;:; ~ ~; ,; ~ ~ ~_ :;,7: 5 !; 1~~1 B :.;;; ~ if g ss;~s ~ .. ;~~'"' OU 00 ZD $~ ~]]I' , u ., '" r ~;j " 00 z u ," [lJ~rl] ~ ~ -"= ~ ~.b ~t'_ t; , , 0 , ~ , Q t; t; Ii " " t; 0 d , ~ 0 ~ ~ " ;' ~ ~ ~ 3 CO 2 ~ 8 (} ~-;;; ~~~-~ i 8 ~ ~ q ~ >- ",6~ JU 00 z - <- De :;1~~;"; ~ s; _ ~ ~~2"" 1; ,; ~ , i ~ E .,[ E , , ~ , . , l " c -' , , l ~ , , " l g 1 ~ 1 ~' , ]; ~ , c ~ , ~ , ~ , o E ~ ~I 5 , , t , 1 , i E , , , ~ > ['"J ~l'i \ i" 0 c - c, u 2 -, f 0 0 u c ~ J 0 - 0 - c. ~ 0 0 ~ C 2 , -, - U " C ~ u 0 0 3 c . " = z . . 0 / U D . , - c ~ - ~ - :'; 1-i1 <O~'<t<"l ?;~~'E 0<;00"" ~ 8 ~ " . It ;::a... '" " .. "' o . ~ ~ x " . ~>. 02~ "< C tj o . E ~ EE c~ u 0 Q):'::::; ~N ~~'" :3 '; k: :C"'o ~~z " '0 B o >: o;~ >- . . . . 0 0 2 0 z -" " 0 . ~ . 0 " . ..; 'i c 0 'i 'i 0 " ~ 0 ~ N ~ "' >- ~ ~ ~ 'n >- ~ N ~ N " ~ ~ 0 ~ " ~ ~ . ~ ~ ~ >- ~ " . C' ~ ~ ~ . '" . '" - ~ :g ~ " . " . 0 N ~ N ~ >= >= >= ~ " 0 ~ " ~ ~ ? ~ ~ ? ~ ? 0 0 ~ ~ ~ ~ ? ? ? ? ? ~ ~ " " " ? , . ~ 0 ~ ~ ~ ~ ~ ~ g g g ~ g g g g g " . g .J< . " . . " ~ " . " . " . . 0 0 0 '0 > ~ '" " '" 0- " ~c_ 0 " ~ '" '" '" '" ~ '" '" '" l'- '" ,0 '" , ~ ~ ~ ~ . " . " ~ . >- . 1: . 1: " ~ 0 . " ~ ~ , ~ . ~ ~ . ~ 0 . ~ . " N " ~ " N . . ~ " E 00 0 0 00 0 00 ~ ~ ~ .; " 00 " " 0 " " " ~ ~ ~ ,i " 00 00 " ~ :> 0 < 0 u J: ~ ~ . 0 ~ ~ " " N N ~ 0; 0 N 0; ~ 0 ~ ~ ~ ~ N ~ ~ . . N 0; 0 ~ :5 ~ ~ ~ ~ N N 0; ~ . ~ . m . " . '. " i; <' >: < Ii 0 ~ " -6~ ~ " ~ '" '" '" " z 1; '#, 0 ~ -e; t I: ! " ,. '" 6 ,0 ~ ~ ~ " eo ~ N ~ ~ ~ ~ . " ~ is :B "' ~ '3 '3 '3 '3 '3 ~ '3 '3 ~ " '3 '3 ~ '3 ~ ~ ~ '3 '3 ~ '3 '3 '3 '3 [;S [;S [;S ~ . . . . " . . N . . . ~ '0 " . . . . " . . . ~ . " " " " " . 0 " 0 0 0 0 0 " " " 0 " " " 0 " 0 u . ~ ~ ~ 0 ~ ~ " " '" ~ . . . ~ ~ . . . ~ . . " . . 0 . . . . . . . . ~ ~ ~ ~ " . ~ ~ . " ~ . ;;; ;;; ;' ;' . " ~ . ;' ;' . . :g " .J< ~ ~ ~ ~ ~ " ~ ~ ~ 0 0 ~ ~ u " " " ,; ~ " '" "' 1.'; f: * '# " * .l'- ~ ~- '" " '# if. ~ "<P- ,; . ~ ~ ~ 0 0 0 0 . . ~ ~ ~ . ~ " ~ 'n " . 0 " 0 " . . . 0 . " , . . N . 0 E .,; ,i ..; ,.; ~ N " a ~ N ~ ~ " ~ " ~ " ,0 N ~ a .,; >- g " ~ . ~ . ~ ~ ~ '0 . :> . 0 0 J: < N ~ u 0 0 " 0 " . ~ ~ . ~ 0 . . ? " " M ~ ~ ~ h . " N 0 :5 ~ ;>; 0 . " ~ ~ " 0 " . . ;' ~ , ~ ~ ~ ~ " ~ 0 m ;!; 0 ~ ~ ~ ~ N >- 0 N N ~ " ~ '. ~ < <' 0 < . ~ -~ f,,- !; f: f. -i; ;,-0 '# ~- " '" -i? '# ~ ~~ '" 0' " 0' 1.'; '" ~ " ~ ~ 0 ;' ~ ~ N ~ ~ ~ :n- <;; . 0 . ,. ~ " ~ ~ is >= ~ ~ ~ ~ '3 ~ '3 [;S i:i [;S ~ . " " N N N " " eo eo " " N " " . ~ " ~ " " " " " " " " . 0 . N 5 u u . 1i ~ u > ~ w > w w ~ < w ~ . " -0 ~ ~ " u ~ ~ , ~ ~ '. ~ > u ,;; . ~ u c ~ ~ ~ 0 w . 0 . . -0 -0 e e ~ ,j; ~ . . '" '" ~ < ,j; ~ < 0 0 ~ 0 ~ . -t . . z z ~ . c ~ ~ c ::0 . '0 ~ . ~ . u . . 0 ~ u , . '0 ~ , ~ ~ ~ ~ 0 c ~ 0 0 ~ ~ ~ 3 2 '5 . 2 '5 8 I~ ~ c . c ~ ~ " . c ~ c ~ - u s ~ ] 1i 0 -0 1i ~ 8 . c 8 ~ ~ 0 ~ 0 8 0 ~ . 2 2 . > 0 .;' 0 u u .;' .;' J: 8 J: 8 u . u ~ < < . . . . . m 8 w w 2 ~ 8 8 9 g 9 , , ~ 9 u ~ 9 " ~ 8 9 3 l~ ~ ] 0 ] . . -0 0 . ~ -0 . . . . " 3 " u " 0 u -0 u U ~ u . . > '. < . " .;' . '. ~ ~ < ~ .;' ~ .;' - . 0 ~ 0; ,j; 0 ~ . . ~ .J< ~ . ~ . ~I~ ~ . . ~ ~ ~ 0 . " ~ Ij u ~ " ~ w c c . ~ c . ' 0 ~ . 8 3 0 . 8 , 9 0 9 . 3 ~ 0 0 0 0.2 ~ ~l ~ . . J2 IS I~ . '5 l' ~I$ ~ c ~ , 0 ~ 0 0= ] 0 '" c ~ 0 0 . , 0 ~ , 0 ~ 0 ~ 0 0 ~ 0 ~ 0 ~ ~ 0 . U IE 0 U u u " .5 u u " :>: u u u . I .5I . u u " ~ u > . . u 0 ~ u ~ W , ~ - . 0 3 0 c ~ c . 0 .;' 0 ~ '3 u . ~ ~ . , ~ g t . < ~ . '.0 < ~ . > ~ u w ~ ~ u ~ . ~ 0 . 0 0 '[ ~ . 0 ~ . ~ . ~ ~ ~ i , 0 u .5 f u ~ ~ .5 u U 0 0 ~ m 2 3 ~ ^ - 1 E ~ 1 l 1 u ~ 0 u < " ~ 0 " . < < ~ 15 0 0 < u . 0 ~ 0 , g ] e ~ . ~ ] 5 \ :; , " '5 " 'j u , 0 , , 5 0 ~ 0 2 , ,j ~ u ~ 0 " - kO'<t'<t'" 1'-00_ 8~~~ ~"':B ~ ~ . . ~[L o .. ~ . ,; . ~ ~ .. " -0 " '0 ::E . S "- '" .. < 0 < i3 ~ U 0 . 0 E ~ , EE < '0 o~ < U < \! Q):::; u <N ~ ~'" E .~ U .~ :2 <0 ell ~Z t ~ -V g . ~ 0 0 0 0 0 0 z ~ - . 0 . - . . , .. 0; 0; 0 0 0 0 0 0; c! - " " ~ . ~ '" , N 0 ~ . ~ R. ~ ; . ~ ~ N ,. ~ ~ . . 0 N ~ ~ M g '" S ~ S ;:; ;;; ;:; ~ ~ . S - " 0 0 M 0 0 . 0 ~ " E " " u " ~ ~ " ~ ~ " ~ 0 0 0 0 ~ ~ ~ ~ 2 ~ 2 " " ~ 2 ~ ~ ~ ~ ~ ~ ~ 2 '< E '^ N 0 ~ g ~ ~ g ~ g ~ g g g g g '^ ~ . . g oJ< , . . . . . - . . . . . . . 0 0 0 " > t E ~ #. f ~ " " ~ " " '" " ~ ~ ~ ~- " " 0- " " " . ~ 0 M 0 0 0 '^ ~ M 0 ~ ~ ~ M 0 ~ 0 ~ 0 0 0 M ~ . 0 ~ 0 M ~ ~ 0 ~ ~I~ E 6 6 - " " " -; ~ N ~ ~ 6 - N - - c " " 6 a .. ,0 N ,.; " " " :J-;;;- - 0< I< ~ u ~ '" :s ~;.~ ~ ~ ~ ~ ~ ~ 0 0 ~ . ~ ~ ~ ~ ~ ~ ~ ~ 0 . , . ~ ~ ~ ~ ~ N ~ ~ ~ 0 ::E " <' ~ u ~ ~ 0 f. " " " -! ~ o' 0; " # ~ " ~ " " ! . '01' '01' '" .' z - :;; ~ ~ - ~ . N N - ;:; ~ ~ ~ ~ . . - is ,; " 9 9 r:s r:s r:s " ~ 9 ~ 9 9 9 9 9 9 ~ ~ 9 9 9 9 ~ 9 ~ ~ 9 9 9 9 3 0 . . 0 . 0 0 . . . . . ,^, " . . . 0 . . . . . . . ~ ~ " " 0 0 0 0 0 0 0 0 0 0 ~ 0 0 0 ~ 0 0 0 0 0 0 0 0 0 0 0 ~ ~ ~ 0 < E . . 0 0 0 0 M M ~ . . 0 . 0 0 ~ . . 0 0 0 ~ . . . ~ . ~ . . ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ 0 0 oJ< , - - - - . M M M - - ~ 0 0 - " > ~ '" );,0 ~ 0; ~ " -dO " ~ " # 'J'. "o-Pc ,,'<. ~ ~ " " ~ ~ " ~ " '" 0; ~ . ~ ~ 0 0 ~ ~ 0 ~ . . . . ~ . N ~ 1'; . 0 0 0 0 ~ ~ 0 . N 0 . 0 0 . 0 - - ~ ~ 0 ,; ,.; ,.; ~ N " 0 " N - ~ ~ 6 .. " N 6 - 0 ,;j " ~ " " ~ co '. - - - . c . I ~ ~ N :s u 0 ~ ~ ~ N . M ~ ~ ~ . 0 0 2 ~ . M M ~ - 0 , 0 ~ ~ N 0 0 ~ 0 0 . M ~ ~ m m 0 - ~ ~ '. - - M - - 0 ~ - " - M M - - , . " " - ::E ~ <' ~ < 0 < ~ 0; t: ,; " ~ !. # '" ! '" " " '" "oi'. "oi'. " " " dO. , , " " ~ f 0 0 '^ ~ 0 ~ - ~ N - - :c . ~ ~ - - - . , , is s 9 9 r:s r:s r:s " ~ ~ ~ ~ ~ c: c: c: c: c: c: c: ~ ~ " ~ ~ c: c: ~ ~ ~ 0 N " N N N . " . N N " N N " 0 0 . . ~ " " 'j 0 " " ii5 " ii5 " ii5 ii5 ~ " ~ ~ " ~ ~ ~ u v ~ , " . " . ~ . . u 0 v ~ ~ ~ 0 ~ 0 . . -0 " . -0 " e e ~ . ~ ~ " " . ~ ~ ~ ~ ~ 0 0 0 ~ ~ 0 ~ ~ ~ 0 . z z ~ & 0 @ 0 0 ~ . ~ " ~ '^ @ @ ~ . v ~ 0 u . . 9 " 0 0 I~ m 0 ! 0 0 ~ , 0 9 9 " " 9 . 0 0 0 ~ ,. . 0 ~ 0 0 'j u 0 ~ 0 ~ 0 0 9 9 . ! 0 ~ 0 . 9 " 2 'j ~ 0 " 0 " u 0 " 9 u ~ ~ > I 9 ro I 2 0 u ~ u . - ~ < . m ii5 2 ii5 ~ 9 0 9 9 - 2 0 9 9 - 0 ~ ~ 9 " ~ 9 " ~ 9 2 9 ~ 9 . 0 " J " . 0 u 0 u 'j " u " ~ u " u -0 ~ . 0 -0 " u " . . . 0 . 0 , < . ~ < '. ~ < < . ~ < . " < , . " 0 ~ m . 0 ~ " m . ~ , ~ . ~ ~ ~ ~ ~ ~ ~ ~ oJ< " . ~ . ~ ~ "I~ ~ ~ ~ ~ ~ 0 0 " " 0 . 0 " 2 9 0 " 9 I~ . . 9 9 . 2 0 0 0 ~I~ 0 @ ~ ~ ~ " " ~ 0 ~ I . " . " 0 ~ _ 0 ," ~ 0 ~ 0 ~ 0 " ," 0 " 0 0 6 " 0 ~ c:: 0 ~ " 0 0 0 ~ 0 0 0 '" 0 0 g . I . 0 . u u :>u u u '" u u u ~ <.J~ ~ I ~ 1 u >; . . u . u " ~ ii5 0 ~ - " " 0 ~ . 0 0 0 ~ 0 < 0 0 ~ 'S ~ . ~ " ~ @ " " > , ~ g " ~ < " . ~ ~ ~ '2 u " ~ ~ 0 ~ 0 " 0 '^ M " . ~ ~ ~ u 0 - N ~ 5 0 j ~ i; ~ U I U 5 0 ~ 2 o " .1 ~ g ~ ~ >= -'= OJ "0_: 1~~ ~ <( 0.- " SF! <i -~ <U _0. V..-'" u Hili t)ogu~ j~~l; ;..:0<"'....'" Exhibit 7 Renaissance Commons DRI (ib MotoroiaJ Historic Growth I I Roadway I?~~. Boy~t~~ R~ ~, IMllltary I rail to Lawrence KOdO Lawrence Rd to Congress Ave Icongress Ave to Boynton Beach Blvd I~~,~~:~~.~~~~e~~~~_~~~~ DM" I~~:~::c~';~'~ ~~~;;~:: ;~;u rast of High Ridge Road Icongress Ave I~~;~~~o B~~a;O t~~~~e~;~;o~o~;v~rd roynton Beach Bivei ro Woolhrighr Rei Average Daily Traffic Volumes 1997 I 2003 -r ~J IO,OqU I 12,103 15,0451 '" 70' I 1...J,' ~ 1 I 23,9431 28,490 I I ,n Q'h 1 -~,---~ I ~:'~o~ I ;.;,/14L I 219,696 I I I _~ 7M I IOf/OJ I 22,301 1 ,~ 06' I 1.t.,U I I I '11:" '1[:"'1 I LJ,LJL I 30,9221 <{; 774 I ~~,-, 1 ,<; 7n<; I --,--- I ~:,~6~ 1 ;,;,L4111 259 906 I , #PTC03-75 growth 03-75 2-11-04 6/9/04 Page 1 of 1 Growth Rate j .54% /Year 10,72% /Year -2.58% /Year o '1 110/ N",~~ v. 1"T/tJ ! ICGI 4.36% /Year 4.11% /year 2.18% /Year: 0.90010 /Year -0.10% iYpar 2.84% /Year '.!)-.:;f -.:;f ~ """00_ MOO 00 0 oca'?..... o ~ Q) f- oc> "- '" 'It "'''- r-- M o ::; "' 2 () "- o z ro (5 ~ o ~ o :z: '" S ~ o ~ '- c' 00 EO _u.. c o ~ U'V) "' >- Uro c c corn< -- ~"l :0 ";:C ~ ..c c: t) >< OJ OJ u...U::::r- I] ~ >- <: o .. - .. S~ ~"#. o ~ .c Cli '$ E o :J 00 > 1M c: 00 "..i:l 0 "~ 0 I~ N gf-v> ._ Cli 1>: c: .- '" >< ....J '" U 0: ::;: #-';;:R*'#. <..D ~ L-, 0 NN~(J'\ v0;:UJ <J) o ....J OO!...l..!\..!...! c '0 i'i '" u 0000 0000 N N r--.. N O'lO'lNO'I 0::1" -.:I" M 0::1" 00 I~ "'OON "'00'" f....... ('<) N '" 00 N 00 00.,. I] ~ I ~ "'! ~I ~I. .. ~I: ~ o 0 o ~ ~ II cor-.......vU} O'II.Or---Q 000:)0'\ N M M N >R I~ 1 I~ ~ ~ ~ '.;,~ ,#. ?fl. \0' ,- ,- 00 ~ ~ '" ~ ~ ii Cli ~ E o :J 00 > ~ ~I~ ~ NO'lCON l()O,-<..D r-..; {'lj M ("'f') M c: 00 ".0 0 "~ 0 X N '" o 0 010 -' .....J .....J .....J <..D\Ooo:t<..D M c: "' '.0 Cli "' c: .x ~ '" -'" c: ::J u . (3 "~Cl:: ~I~~'n ~I ~ ~~~ \"tl U:r: ....... -=qo~ B-::16 -u>~ '" '" <!j1 Ij i ~~ ::;: j 8is: IHill I ~ i1 ~~ ~ ~I~I~ \"tl rcl ('1j rtl o 0lu10 10 ~ "0 3 tJ <: "- ::;: 'O!2.. *'- 'O!2.. 00"'''' N,-C: M0M tJ ';;:R ?s~ 'Of. o _. 00" '" 0: .,.'" ~ . 0 ".; ::;: "'~ <J) 0 0 '" 0 ....J I c I~ ~I '0 0 9- ~ ~ '" .,. 00 .,. u ] U; 0 U) ~ 0 0 0 .". ~ 0 00 N 00 ~ M 00 M ~ '" ~ .". ~ ~ :J u '" ~, .,. Cli 0 '0' N 00 N I 0: "" < '" .. 0.. - .. >R ,#. ,,#. ::;:IS " "' ~ ~ ~ 00 ~ ~ 0..U; .,. '" .,. 0 0 0 ~ .c '$ Cli 0'< OlE M 0 cJl~ .,. ~, .,. N N N 1M ~I c: 00 "I~ ",,;::i 0 0'>'" "~ 0 r--", l~ N N N M "' ~I c 0 0 '.0 Cli "' c: ....J ....J X '" '" .,. '" ....J i u I '" oJ 0 > '" <( ji I "' ~I "' u Cli i2 IS. -'" c ~ c: 0 B ::J U I .9 B "E I 6 "0 Q) '" '" ~ !j1 Cli ", U "' -0 c Cli i2 Cli ~ ~ c Iii Ol 0 ....J U I "EI"EI"E Ol Ol Ol 10 > > > Q) Q) Q) ~ ~r -0 co co co 8 Ol OlI~ '" >: ~ ~ ,. ,. Q) Q) Q) ~ ~ ~ Ol '" Ol UIll10 ,..... 1"'1 <J) r-. ~ ....J 0-0 c '0 9- Ol u ~I;:o ~ ~;;;~ ~ ~I~I ~ U .!!, 2 0.. ,-,-M "'0'<'" ~ ~ ~ ~ cf2 .......0 ;:0 M '" ~ ~ ~ ~ "'.,. 0000 ~o.,. N N N 00"'00 ",r--", M"'CO '" N N 000 ....J ....J....J "'.,.'" -'" c: ::J oJ ~~ I ~ C) ~ J2 "'I I i;; 0: 0( B :""~~I u I ~ o 0 u iljl~ ~I ~~ J2 Q) ~ '" ~ c:!~ ~ l3II 1=' "Ell1=' Ol Ol Ol > > > Q) Q) Q) ] ~I] ! ~ ~ ~ ~ ~I~ ~ ~ ~ Ol Ol Ol OUll ~ >: -0 '" o '" ~vi ~ :.c;e E..r:::. X X w w ~ Q) ~ Q) '" '" o , , , " " , ~ c z ji 2 B o '" . ;; " Cl . " .~ g ~ ;: ~ ~ -3 lJ ~ CJ.9-al ~ ~;.: ~ i,~ ~ ~ ~~~X u..d~ Z ..:: ~~3:~~~~ ~ ~~ '0 z .5:::':::c'~~~~ <0' If):=i5:''' ..."- 000 ,..;=- 0 0 6 l~ ~ " ~ I~ ] ~" <ii;? ~... ] 0" " ",."..,-, ~.,.;'" oo~ ~o~ ;;:: ~ cr,,... N "'......... ~ . $ g ~ ~ tOO" L-':: ~ '" ~ '" "" If) "" ~ c, _ M '" m <D '" '" ..s - '" r_ 0 ~;;; <tl ,~ ~... .s' OJ d o~ U . -0 ~ ; O~ 7!'.~.* ~~~ ,.;,.;~ "'o~ -j.o<ci "'9~ ~;;;~~ ~"'lf)"'~;~ ~ "- ;! ~ $ "". ";::.. ;0 c ~ ~ '::.;;;;;;;; < < < i'l~7';:t:': ~ccc o o I i ~ ,~ ~ :::i ~ ~ ~ -u '" cr>.... or, .... ~ 0 "'..-- ~ m'" '" r........-- ..0 on_ -N<<>_;!~2 ~~~ ';2212 ~,. ^ . " 006 ~ ~i,;:;: ~ ~3, g;fgi;2 r, If) "" ~~~ ~:: : ;;3 ;:::' t ~ ;;::R~ do II II ':::E o 0 8880 ~~@ ~8~8 ij....:lf). ::::~ u u '" ;;::;:~ "I" ~II jl ;g 0 . I- ~~]j1 ~] ~] '" -~~~ ,,~ '" '0 c:I -= ~ U < ~l~ ~ 1~15 31 I~I ~ ~ Q ~~ < ~ :;: ~ " c <0:: N $ ~ N M ^ ~ - ~ - ~ , . M ~ 0' ^ ~o - z ~ S 0 ~ ~~ E~ 0 ~ " ~: " " ~ " ~ .. ~ ^ '" 1/ . ~':l . ~ p ~o ~ , ~ " ;;; ~ " . M g ...... ~. 0 8 0 . . ~I- cO g ~ .s . 0 0 ~ ~ ~ ~ ,~ o " o~ u ~ . ~ 0 " 0 " ~ 0 " " ~ , 8 0 . 0_ 0, I] 0 ~ 5 ~ ~ " - II ~ * ~ " 0 6 0 '~ ~ 0 " 0 N . - ~ ,~ - ~ ^ ~ 8 8 - ^ - d v . " ^ -u . J ~ 1; i ~ 0 ^ . u " . 2 " u . ^ . ~ '" . " g - ^ g N P ~ o .;: :5 :1 * 2 ~ J1l;e~~<O~O<tl ~ ";::.. ;0 z .s:;;:;8g~ "...... boo ,..;:' ci d d ~- i" 0: ;:: ~ ., C " " .:;.. -.;;;.: j" _00 .s; '" 2:::: 9H~ ~;: ~::; ~ -5 . o E ;:!;::; ~ ~ d o~ U . mE u~ ~-, m '"' '" '"'- '" "'''''''';::::'"''''''' " 0_ "'.". ~ "'<:t> ........1"'-.... N...."'''':~<::l ~~~~ o ~ ^ ~~"'''' ;;;",~~ 0'" "" \0 " ~ ~ ~ ;g;;; g; '" ~ ~"g~o-.~c~,~~ ~O ~ Oro~""'" ..s: <0 :;;;:-g ~ <D '" ':I=~. ~~ S "_. r_ f~ : "'~:e. ",::>::J::> @ ~I~ '; ","''''VI c: d 00 ~ ~ ~ ~ '" u u '--' w~ N ~ 0 -V 3.886",,,,,,,, ~~3~ f,,",'" g"''0 ~n ~d~ ;; #.'/i.'i/-. ~gg ",,,,0-: N _ ~:;::- 8~~ ....Vi"'" ~~B 8: ?' o + N ~8"; 6 _ II ,..; -" c~ 5 ~gg <1)1"'- ",- O. -, o v o " ^ " ~ ~ ~ ~~ < . :;:~ :;E 2 ~~ ~ NI~ I ..; ~~8 ~ ilililL ,~I ~ ]l]l];~ ~ B ~ ~ ~ ~ 3~ . ~ ;::~ N N . "" ~ '0 z . '0 . ~ .~ g ..." . E~ 8~ ," 0 N L " oC" . ~ . ~~ . C W ~ '" '. ~ ;;;~ .oo EV jJ ~;! ~ - N ! ...... ... ~8 ~ T,I- ~g ~ .s . o E ~" 0 ~ . d o~ u . -0 ~ 2i o~ . ~~ ~ ~ ~'5 i?,2 g -0 ~ , " 0 ~ .. ~ ~I ~~I Ii .,.;:;: -~ ~ ~~ 0 0 "I . , 'I I ~'" 0_ ,~ I' E w w~ " 88 $ - ^ ~ . ~~ w~ ~8 ~ I 0 ~ ~ . ^ . . 3V ~ ~ C:l ~ o . . , . . ~ o 3 N " . <3 " . .. ~ ~ ... . . o o ~ ;: 3 ~ ~ " " . . * . ] " Z o . o ~ [ o ~ ~ ~ L~ , ~ i~ ~ ~ -~ " 0 '" '" ~ "" u " J< ~ 0 ~"'Cl ..<: >==1 ~ ~ ~--5 ~ "''1:;... i ~ ~ t';;,2 g .s ~ ~ ::i_ ~ ~ ~ ~ i a "0 ::; ~ Ls~ .~ * ~ ::....~ I.. .ii~ E~ PlNELLAS COUNIT TRANSPORTATION IMPACf FEE STUDY Prepared for: PINELLAS COUNlY METROPOLITAN PLANNING ORGANIZATION Prepared by: TINDALE-OLIVER AND ASSOCIATES, 1Ne. with subconsultant JHK AND ASSOCIATES February, 1990 P1NB..1.AS COUfflY IMPltcr FEE STUDY T1NDItLE OUVER and Itssociatas. Inc. PINELLAS COUNTY IMPACT FEE STUDY TABLE 11-11 SUMMARY OF TRIP CHARACTERISTICS RECOMMENDATIONS bODE LAND DEVELOPMENT ACTIVITY INDEP. TAl? TRIP NEW (lOA) VARIABLE RATE LENGTH TRIPS 1 Single-Family OW. UNIT 10.1 5,0 100" 2 Multi Family . ow. UNIT 6.1 5,0 100~ 3 Mobile Home OW. UNIT '.8 5,0 100" . ACLF 1000 SF 2.8 28 7'" 5 General Office 0 - 49,999 sf 1000 SF 16.3 5.1 92" 6 General Office 50 - 149,999 sf 1000 SF 13.7 51 92" 7 General Office 150 - 299.999 sf 1000 SF 11.5 5.1 92" 8 General Office 300 599,999 sf 1000 SF 10.4 5,1 92" 9 General Office 600 - 799,999 sf 1000 SF 8.' 5.1 92" 10 General Office> 800.000 sf 1000 SF 8.2 51 92" 11 Medical Office 1000 SF 39.9 51 77% 12 Rosaarch Center 1000 SF 6,1 5,1 92% 13 General Industrial '000 SF 7,0 5.1 92% " Industrial Park 1000 SF 7.0 5,1 92% 15 Manufacturing 1000 SF 3,8 5,1 92% 16 Warehousing 1000 SF 4.9 5,1 92% 17 Mini-warehousing 1000 SF 2.6 31 92% 18 HospitaJ BEO 11.8 6A 77% 19 Nursing Home BED 2.6 2,8 75% 20 Clinic 1000 SF 30,4 4.8 92% 21 Hotel ROOM 9.0 64 71% 22 Motel ROOM 10.2 6.' 59% 23 Ra80ft HoIel ROOM 18.4 SA 75% 2. General Recreation ACRE 3,6 6A 90% 25 Marina BERTH 3,0 7,0 90% 26 Racquet Club 1000 SF 15. 3.0 75% 27 Golf Course PKG SPACE 6.6 7.1 90" 28 Quality Restaurant 1000 SF 00,8 2.5 82" 29 Sit-down Restaurant 1000 SF 177.4 1.9 79" 30 Drive-in Restaurant 1000 SF 622.0 1.7 54" 31 Discount Store 1000 SF 71.2 1.8 61" 32 Hardware/Paint Store 1000 SF 51.3 1.7 W" 33 New and Usad Car Sales 1000 SF 43.0 2.' 79% 34 Car Wash 1000 SF 151.2 1,6 67' 35 Service $to w/repair & coownience < ROO sf PUMP 133.8 19 23% 38 Super-Supermarket 1000 SF 120.7 1.7 53" 37 Convenience Market < 3,000 sf STORE 1762.9 1.5 25" 38 Convenience Markel >0: 3,000 sl 1000 SF Ba7.1 1.5 25" 39 Commereisf < 100,000 sf 1000 SF 94.7 1.7 49<l< 40 Commerciaj 100,000 - 199,999 sf 1000 SF 74.3 1.8 63'A ., Commercial 200,000 299,999 sf 1000 SF 56.9 2.0 75" '2 Commercial 300.000 - 399,999 sf 1000 SF 48.3 2,3 79" 43 Commercial 400,000 - 499,999 sf 1000 SF '30 2.5 80" .. Commercial 500.000 - 999,999 sf 1000 SF 37.7 3,0 81" 45 Commercial:> 1.000,000 sf 1000 SF 33,' 3,6 .,,, 4S Bank (walk-in) 1000 SF 190 0 1.6 80" '7 Bank (driv&-in) 1000 SF 276.7 1.6 61" 48 Church (without r;;chool) 1000 SF 7.7 3.. 90" .. Ubrary 1000 SF 45,5 3.. 90" 50 Day Care Center 1000 SF 67.0 2,0 74" 51 8emenlary School STUDENT 1.0 '.3 80" 52 High School STUDENT 1.' 4.3 90" 53 JrlCommunity College STUDENT 1.6 7.3 90" 54 University STUDENT 2' 73 90" 55 Airport FLIGHT 8.3 6.0 90" 56 Park ACRE 38.5 6.4 90% '" Condominium OW. UNIT 5.. 5.0 100% 58 U.S. P05I. Office 1000 SF 86.8 ... 25% 59 Movie Theater SCREEN 132.0 2.3 85% 60 Budgel-styie Motel ROOM 4.7 4,0 85% 61 Veterinary Clinic 1000 SF 32.8 1.9 70% S2 Efficiency AptlUotol ROOM 50 3,3 59% 63 Aulo RepaulOetailing 1000 SF 28,4 22 83% TlNDALE OLIVER and Associates JHK and Associates 11-35 ........------ "" O'<t-~,.... lOOO..... ~:,o-J::,O <",,<"'I' ~ ~ N o L", <n ~ f-- 1',' cE "- ~ " 0 C .Q ~ V J <( ~ <( o N <f> c: o 'Z; -'"' ::J U '" U :<: ~ -< ~ 0 5 N E ~ Vl ..c~::E ~.8~ ;tj 0 tJ":l -<::Eu... <f> C o 'Z; '" u '-'= '6 o ::E -0 ,,- '5...2:l o~ " " c eI::J o c c:Q ~ ~ 0 ~ w-"-" 0.. ili u ~o "-" $~ *~~ ~ ~ t:: is w U'JO-v Qj..c- a.... Q.l L ~u a 0 0 *IZ !i l ON ~ 0'> "' ..... 0'>0'> "T 0 '" 0, ~ ]-D"O_~~~I 0] :S1iE I '0 g ~ * I;;; ~ OJ VI c --i:~~ o...c32 :s "E '-'- ~ u 000 *IZ o -0 ~ ......0:::2 "-" ..-( ~ 6 '0 ~...c ~:E5 --- 2 -0 ~ :J]~ ~ ~ D ~ 0 " ~IZ OJ ~ OJ o a; "0 o ::E N N ~ ",0 ..,. " 00'> ..... ~ N ..,. ~'" .....a:, Lo"") O':;! <r. 5 (J) t 'J:) =6:2~~I~ ~;S :; '-" 0-5 I3: ~ <f> (J) !- U co c.. ~ c ::Q ~ ~:g ~6 o Q IZ ~ (J) c: o N (J) Q. E OJ Vl ~ ~ 1", co 00'>0'> "" "' 0'> I "" HI~ co ..... 0'> n lit:: N", <( ~ ..... "" "0 ,,- 06... 2:l.~ " G C ~I:J o ~ C -0 ~ ::: 0-""0 -:r Vl 0 _ . ~ ~ 61~ ~ ~ oE-:5 *I~ c ~ o () -oN"'",,;:; &;::::;:~w ro > (0 <( ~ ~ ~ <hQ:g :v- a.... 5; ~ ~ ,,~ o 0 0 *IZ ~ C OJ -0 ~ ~o:Q n...c .- :s: iliD a 6-fi ~I~ ~ W..!Q iii ~ -0 ~ o..c;g :s ili-" "U o 0 0 *IZ Vl -D ~ ~]:Q .::~O o 6-5 *I5 --- ~ C Q:2 " ": 0 "- :i..c:2 <( iliE o ::J U C " *IZ ;B '" 9 (J) "0 o ::E t 0:: U !- "0 " '-'= "0 o ::E ~ C "0 '" 0:2 ~rS ~~ I3: ~ ~ 1 ~ ~ ~ ~ C -0 i:' ]:2,- ~D o 0 IZ "" co ,. ..,. "'1"~ 1:. a:,"'..... V\ ...... M '" to co~ ~ ~ ~ 8 ;:; I;; "''''''' I N co a:, '" 0 ..... NCON ~ ~ ~ ..... 0 ..,. ..,.a:,,,, ............... ,-l f'... If") a:,..,.~ U")".[I I.D ,....,.,.-.,-- ~ "T "T "1'" ;- "'1" ~O~ ~ ~ ~ ~ ~ ~ ~I~ i:~ " 1,- 1 " '~ ~ II '" 0 01l o ~ " I~, " [1 " 01 " 10 " OOf;',J).OG_ o i OV1 I~ '~ Ie I I~J [" ,~ , r no;> ~!!.L 00/ 0 , ._~- In I 0 0' 10 0 , \\(,\ , q, ,,' I " " i 0 u, 0 0 iO 0 8 , 0 9 , 10 " I ' 10 " , o a j" I~ DoT I I~ OOr i \.s,' ~' " I .-L~"2.2 -OOZ HiftlLU~'O--O 0.01 '" (J,n1 ....\,"-'t"''::, , 001 1- I~ 00:' Inri 0' -, Oioo , 1- ~ bATY~Irj:, 019. IC> -~ '074 014 --'O-:J~ -- T Q I n~ ,,~I~ ~l 0, ' , 1>1:, ili ,0 ,. ~I G01\. -,-''';;_C' Jl1>'Ji'~ _\\:~_~ _ O.~J -U01-;- 002 1002 ;::.:>., c, ou~ - , , 0" 10 , l?HNWrV hS"I<{ -1~.J 0- 'l-ou7-70 - 0.07 : 007 0 , D ," 01 \- DI n I I ! o'} 10 ~I , \~ ,,01 L, om Y'''''o''"L1~ "" ,-"- I; i- om io \' '" " 012 ';~, 013 " " w L ., J J 0.(\1 005 0.07 ()~.. ~ill_ nO' " o '001 D / ! 01 ! c.,; " " " r K I: k ,0, "'"1.''' JI',~( 00' :0 ~l;; ~"[;j O\,9 fr N .0_Q1 '" 1;;-- , io ! , 1- ! r I 0,,1 12 ,- I I_~ i.o!~ o " F; ,~ e :8 Q ['Ie g:g }~8,~o; ':;.\ 1(; " n' o , i~ I g 0 1 I I I, I I \0 I \0 Lli ..-- ------ .--. ! Yiper Soft~~~--r-~.!.Urb.anA~~_~.Gro~ I~ ! '" 110 I ~i~ ., Ii ! ,- jl,2 I, ZO, !J'I!~(~ O~!'~ ' . D1 '-6~'C: '(:>~L>il?l\ .O.D-! ,'., nO:'~ "" "''\. ", Of,~~C' ~ it \ hl'c~ ;) Ii" [:i \ ""fo 4'1 ll; ;[:IM J ~\ ::}l liii '\'Ii!~ 'I' 01''3 01 \0 <> ! \ _ 0 Q- oar ~h\'--1tJ "'" /0 I ,I J", :\~ $,'\ <.>'/1'1/ <.> o cj!J~\ o "r--"~j~}' COI F \'- air" AI -lloi-}T 0,01 I ,I ""' , If I / I f:t _ ci 0 -"..10 ----.1:~___.____ ,0' , i , I~ -r- _00;0 ,,' 0." ,0 L " ~ ~ , " '> i 0 k' ;, _."--------- : 0.01 ,,,,-?,":,,,,Q l;"'~ I' o '" \ , \ '0 007 u' <:~ ; o , 'i , e , I i I Oot r r G 'Q I --LO.OL"O_,~ ';-<c>! C I II> 100 !o I , 0.._ o , -+C>----.!!._. '--,I '0 --I I o-J ~ I I r I- t r 5/a o o .,:,!~ 'I , \' , , y , '0 .,I_._UOl I r / /" I I~ I j !e , " L J tr r Ie ,/ ------sta~-1~r:m-- Ti!11e Me --------cr2,OO 12:15 1230 12:45 01,00 01:15 01:30 01'45 0200 02,15 02:30 02:45 03,00 03,15 03,30 03,45 04:00 04,15 04,30 04:45 0500 05:15 05,30 05:45 0600 06:15 06,30 06:45 07:00 07'15 0730 07:45 08,00 08,15 08,30 08:45 09,00 09:15 09:30 09:45 10:00 10:15 10,30 10:45 11,00 1115 11,30 11045 Total Percent Combine dTolal ------p~- Volumo P,HF JAMAR Technologies, Inc. 151 Keith Valley Road Harsham, PA 19044 Change These in the Preferences Screen Page 1 Site Code: 4549 Station 10: GATEWAY Bl500' E OF MILITARY TR latitude: 0' 0.000 Undefined Hour Totals Combine<! Totals -EJ~~--- Hour Totals WIA "' Morning Merr;.=n Momnn Afternoon M~~,b-_ftc1TlC!Y.l ~.~f!fL....._.:"'-f!efTlO':)(l """""" Aftemoon 25 In 19 184 44 361 15 185 21 167 36 352 13 194 10 194 23 388 19 In 72 733 15 168 65 713 34 345 12 178 7 204 19 382 7 186 13 184 20 370 10 182 11 173 21 355 9 182 38 728 13 205 44 766 22 387 11 205 9 198 20 4113 7 229 7 234 14 463 3 206 6 240 9 446 5 272 26 912 5 210 27 882 10 482 5 249 6 217 11 466 7 230 8 210 15 440 17 264 4 202 21 466 6 219 35 962 10 208 28 837 16 427 15 233 7 231 22 464 10 246 8 240 18 486 19 282 16 238 35 520 17 286 61 1047 11 227 42 936 28 513 22 27ll 16 251 38 530 19 321 26 273 45 5114 33 292 33 251 66 543 48 281 122 1179 44 279 119 1054 92 566 51 253 54 265 105 518 86 250 63 240 149 490 113 252 114 228 227 480 149 200 399 955 144 224 375 957 293 424 191 182 254 201 445 383 217 201 2.20 148 oW 349 234 162 291 163 525 325 2i9 127 881 672 257 116 1052 628 526 243 :141 128 245 99 ,488 227 214 129 207 117 421 246 190 119 182 104 372 223 190 131 835 507 203 93 837 413 393 224 151 131 174 84 325 215 143 146 170 79 313 225 134 108 184 85 318 193 150 104 578 489 176 76 704 324 326 180 114 70 129 71 243 141 137 72 136 58 273 130 143 55 152 47 295 102 152 46 546 243 183 52 600 228 335 98 180 40 173 34 333 74 181 33 163 40 324 13 156 43 174 22 330 65 154 24 631 140 200 24 710 120 354 48 4224 8567 4603 7858 8827 16425 33.0% 67.0% ------ 36.9% 63.1"/" ~~- 35.0% 65.0% 12791 12461 25252 07'15 --O~- --~- 07:00 05:15 07'15 0500 931 1179 1052 1068 1974 22)3- 0,966 0.918 0,904 0.957 0938 0,940 JAMAR Technologies, Inc. Page 1 151 Keith Valiey Road Horsham, PA 19044 Site Code: 4625 Change These in the Preferences Screen Station ID: GATEWAY BL 1000' W OF CONGRESS AVE ------slart-----::r1-Mar-ro--- -~'--- ----.!.~me Tu~_~.-::~Af!em=n 12,00 35 212 12:15 29 230 12:30 24 207 12:45 18 195 M~ 12 23 01,15 12 216 01:30 16 196 M~ 11 n9 02:00 18 224 02.15 8 274 02,30 5 266 02:45 7 315 03,00 8 317 03:15 13 282 03:30 15 345 0345 13 269 04:00 17 304 04:15 15 350 04:30 18 367 0445 18 353 05,00 17 424 05,15 23 432 05,30 39 410 0545 35 394 06:00 31 373 06,15 76 307 06:30 102 371 0645 131 252 07:00 158 279 07:15 :225 253 07:30 211 204 07'45 2.40 212 08,00tll2 201 08,15 160 190 08:30 148 202 08:45 173 177 09,00 147 197 09:15 143 177 09:30 141 192 09:45 127 141 10:00 142 121 10:15 148 110 10:30 148 90 10:45 175 76 11000 170 62 11:15 162 69 11.30 168 55 1145 197 47 Total 4131 11404 Percent . .____~~_ 73.4% Combine d Total ------peak VolLIMe P,H,F. q Aftemoan McY.:1irY-I Aftem=n Mcminn Af!:erT1QOI:" 21 209 56 421 19 214 48 444 11 216 35 423 10 234 61 873 28 429 8 230 20 455 11 198 23 414 14 221 30 417 14 255 47 904 25 494 8 241 26 465 7 241 15 515 7 261 12 527 9 243 31 986 16 558 5 275 13 592 10 233 23 515 10 222 25 567 13 244 38 974 26 513 12 266 29 570 14 246 29 596 25 246 43 613 30 255 81 1013 48 608 25 262 42 686 42 289 65 121 68 288 107 698 76 29Il 211 1137 111 692 101 275 132 649 145 255 221 562 221 244 323 615 269 246 736 1021 400 498 355 242 513 521 342 176 5fi7 429 402 173 513 377 391 142 1490 733 631 354 JIlo 146 542 347 326 118 486 308 294 94 442 296 270 95 1250 453 443 272 238 120 385 317 225 97 368 274 230 80 371 272 226 83 919 380 353 224 204 65 346 186 191 66 339 176 208 51 356 141 211 54 814 236 386 130 229 39 399 101 223 :16 385 105 186 33 354 88 232 21 870 129 429 68 tiourTotals Momi . Afternoon 106 844 51 876 38 1079 49 1213 68 1374 114 1660 340 1303 834 948 663 770 558 707 WIA Mom>n 613 397 6~ 6548 8839 "_ ..__. _.:!2:~~~'!JE.___u 15535 15387 07'15 0500 07:15 05,15 858 1660 1495 1151 0,894 0,961 0,930 0966 Latitude: O' 0.000 Undefined Hour To~' Combined Totals 10679 20243 _~. 34.5%____ 655% 30922 ~lijf5 0500 2353 2797 0,932 0,970 Palm Beach County Traffic Engineering 160 S. Australian Ave West Palm Beach, FL 33406 Page 1 Site Code: 000000004213 Station 10: GATEWAY BUNW 150'E OF HIGHRIDGE RD Start 03-M...-.Q3 EiA Hour Totals Latitude: 0' 0.000 Undefined HolJ Totals Combtned T otaJs WIA TIme Moo Momma Afternoon Moming Afternoon Moming Afternoon M~", Afternoon Morring Aftemoon 12:00 34 234 53 254 87 488 12:15 38 276 39 251 T7 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 18 274 91 1037 29 546 02,00 17 290 22 262 39 552 02,15 11 291 15 282 26 573 02,30 8 253 17 291 25 544 02:45 7 37II 43 1213 15 333 69 1168 22 712 03:00 14 !53 14 338 28 691 03:15 26 326 32 326 58 652 03:30 23 3S4 9 320 32 674 03:45 36 280 99 1313 39 361 94 1345 75 641 04:00 40 287 24 333 64 620 04,15 26 285 21 361 47 646 04,30 28 318 28 332 56 650 04:45 21 245 115 1135 38 344 111 1370 59 589 05:00 75 273 58 393 133 666 05.15 66 292 61 432 127 724 0530 90 326 T7 ,.us 167 ' '175, 05:45 109 281 340 1172 95 405 291 1679 204 6at;, 0600 156 300 93 375 249 615 06,15 168 299 126 353 294 652 06,30 234 268 218 340 452 608 06:45 297 240 855 1107 339 288 776 1356 636 528 07,00 316 233 336 257 652 490 07:15 396 210 3D5 267 7111 477 07,30 4tJIj 212 ~ 223 730 435 01'45 413 187 1525 842 350 208 1321 955 763 395 08:00 389 181 275 180 664 361 08:15 3Z/ 142 Z/4 156 601 298 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 09,30 195 139 183 150 378 289 0945 212 136 891 584 212 121 792 556 424 257 10:00 184 109 213 110 397 219 10:15 = 85 197 112 419 197 1030 239 106 267 78 506 184 1045 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 11:30 224 63 249 54 473 117 1145 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%. ComJJ;red 17886 18388 36274 Total Peal< 07'15 0245 07,00 05,00 07"15 05:15 Volume 1598 1412 1321 1679 2858 2860 P.H.F, 0.967 0.931 0,944 0,935 0,936 0.923 Palm B€'ach <'llunt_y TWO CHANl:rEL SUMMARY l'l/l-l/20['.3 TO Ol/1'!c/20n3 Site RefeIence 130000000000 Site ID- 561000000000 ,-.( ~2t- iof'" , C'iNCPESS AVE 1<0:0' N of WOOLBP.TGI--lT PD TIME 00:15 00 - ~ 0 00 ;45 01' 00 01: 15 01,30 01:45 !J2,00 02; 15 02,30 02;45 0].;00 03 :IS 03 :30 03;45 04 :00 04:l5 04:30 04,45 05,00 US ,15 05:30 05,45 G6; 00 06:15 06 30 Ob:4S 07,00 07: 15 fl7;)(l 07:45 08,00 OB,l,,- 08,30 08:1:; 09:['0 0915 09,)0 {l'):1S 10,00 10:15 1030 10,45 11.00 11.15 11,30 11,45 12:00 T07A2..S AM Times AM pe3.ks FacLors PM Times PM Peak-s P",ctOlG LANE 1 N APP am 14 14 13 , 4. n 14 4 t3 4S 13 , , 30 , , 13 , 34 , 10 " 23 55 19 32 5B 90 199 S9 H6 192 191 558 213', lea ',9<) 421 1464 3~:'- .,09 29B 26f'. ;\,19>> 2SB 227 :'.70 226 981 2:.34 :;>19 2h9 243 965 290 ;<81 286 289 1146 17-404 07;30 PHF: _ 89 14:30 1356 PH:!', _ 01 pm 310 272 324 J4G 1255 2Bb 296 344 330 1256 338 328 350 309 1325 369 322 335 327 1353 319 no 326 780 1255 325 263 270 260 1118 ~29 230 236 209 904 185 17Q "2 187 714 146 162 146 129 S9!> 16; 140 122 73 498 66 54 57 79 256 " 13 " )3 162 15U2 .m 34 20 29 17 100 8 7 10 10 35 12 9 9 6 35 6 6 11 6 " 4 12 n 11 40 15 19 2S 26 85 38 47 'i1 89 245 135 '" 169 1':>3 582 175 180 J98 n177<; 227 183 l~H 2468,(9 229 160 260 271 1020 265 2f,9 243 2'97 1071 LANE 2 S APP pm 28~ 301 294 295 1175 282 291 304 281 1158 302 327 340 J5b 1325 318 314 3" 321 1310 3Bl 334 351 377 1443 385 421 :;73 39 ~ 1572 Jl2 292 225 238 1067 178 161 159 121 619 '" 130 124 116 457 109 ." % 6t; 345 34 84 61 (,7 276 P 45 41 36 189 15836 11-15 1074 PHF: .90 171'0 1572 PHF: 9> Pi-lg'_': County I":lle, 5610. pm TECH'S NAME: SP .m 48 34 42 24148 25 21 14 2383 " 14 14 13 66 13 13 " 13 63 9 n 25 34 95 34 83 116 284 " 163 263 280 803 419 4 !;IS 568 5742046 '" 489 496 <l1l7 1970 485 410 163 472 1830 1G-l 479 '::29 514 196-5 'S' 5S0 ,20 sat. 2220 TOTJ.L pm 5'5 573 618 644 2430 568 5" 648 Gll 24.14 640 655 690 bhS 2650 687 636 692 6<18 2663 700 664 607 6572698 710 684 643 bS3 2690 541 522 461 447 1971 363 331 331 308 1333 265 29:.' 270 24S 1072 272. 214 ns 139843 140 138 '" 14.. 532 116 8B 78 6.9 35J. 33240 11,15 2220 PHF 9'1 16:45 2728 PHP: 96 Palm Beach COWlt.y TWO CHANNEL SUMMARY Page: n1/'~/?(]D3 ro 01/14/2003 Site RefE.-rence: 1-;0000000000 File: Sf>10.prn Sit" ID: 561000000000 TEOf'S NAME: SP I..Of c'tiun. C'0NGFSSS lWE 15<J'N no W00T.BRIGHT F.D r::Oll'lty' TIME LANF: 1 l.AN8 , TOTAL N APP S APP an ~ am pm pm -------- ---------- --------- --------- DO: " 14 310 34 28S 48 5'15 CO :30 H 212 20 101 34 573 00 :45 13 324 29 294 42 618 01 :00 7 4B 349 1255 17 100 295 1175 24 ,.. 644 2.00 01: J5 17 286 . 282 25 568 DJ '30 " 296 7 291 n 587 OJ '45 4 344 10 304 14 648 ll2: 00 13 4B 330 1256 10 3> 281 U58 21 S3 (,11 2414 02 :15 13 338 12 302 25 640 0:<:: 30 5 328 , 327 J4 655 02: 45 5 350 9 340 J4 690 03 :00 , 30 3" B25 6 36 356 1325 13 66 665 2650 03 :lS 7 369 6 31B 13 68' 03: 30 7 322 6 314 13 636 CO ,45 13 335 11 357 24 692 04 :00 7 34 320 1353 6 29 321 1310 13 " 648 2663 04 :15 5 3J9 4 3~n 9 700 04 '30 15 330 12 334 27 664 04 :45 12 32'" 13 351 25 673 05 :00 23 55 280 I;,lS5 11 40 377 1443 34 95 65' 2698 05: 15 U ~25 15 ,85 34 no 05 :30 32 263 J9 421 5J 684 05 :45 58 270 25 173 " 643 06 00 90 B' 200 1118 26 85 393 1572 JJ5 28' 653 2690 06: J5 59 229 38 HZ 97 541 D6 :30 116 230 ., 2n J63 522 06 :45 1'l2 236 71 225 2&3 '61 07. no 19J 558 209 '0' gg 245 23B 1067 2BO 803 .47 1971 07:15 2B4 1'5 135 1/8 919 363 07:30 :>I$D PO ns '" (l~S 311 07:45 3" 172 169 159 568 331 UfI:DU 421 1464 J87 714 153 582 121 51' 574 2046 30' 1333 C8 15 32:::'. HB 176 117 "B 255 08:30 309 162 1BO no 489 292 08-45 298 146 198 124 496 270 UCl:OU 266 1.1.95 12'1 sa. ~21 775 116 48' 487 1970 245 1.072 " :15 2'>8 153 227 109 48':: 272 09 :30 227 140 183 H 4JO 214 09 ." 270 122 193 96 463 ::>18 JO :00 226 9.' 73 .,. 246 849 66 345 472 1830 1'9 "3 10: 15 234 66 229 " ,,; 140 10 <", 2l"1 " 260 84 '71 138 10 :4'> 269 5" 260 51 S29 lOB II ". 243 965 79 256 271 1020 67 276 514 1985 14' 532 JJ 10 :'90 49 265 co 5'-,5 116 II :10 2Rl " 269 45 S50 B8 JJ .45 286 " 243 'J 929 7B J2 OQ 289 11<\6 31 162 29' 1074 <6 18' 586 2:220 69 351 -----~--- TOTALS 17404 lSR36 3J21U AM Tiru..-,g 07:30 11:1:. 11:15 AM Peaks 1'0.02 1074 2220 Fd~ tors PH?: .fls> PH' 90 PHF. .94 PM Times 14:30 17_15 16:45 PM PeClks 1356 157::' 2723 F'actl.-"'!.El PHF: ,91 Fl'lF': . 9~1 PH" .96 Palm Beach County TWO CHANNEL StlMMARY Page: 1 01/13/2003 T(1 Q1/14/2Q03 Site R,~ferp.-nce : 130000DOOOOO File: 5G10 p= $ltc ID. 561000000000 TEC""H'S W\ME_ SF ~"cCO'iti0n: C()NGEESS l'-.VE l"f1'N 0' WOOLBPTr.<{T pn f'oupty: TIME LANE 1 LANE 2 TOTAL N APP 5 APP "'-:TI pm am pm am pm -------.. - ------------ 00 ,15 14 310 34 ~B5 48 595 00, 70 14 202 00 301 34 503 00: 45 13 324 " 294 42 618 01: 00 7 .8 349 1255 " 100 295 1175 24 "8 044 24~O 01: IS l3 286 B 282 2'; 568 01: 'w 14 2% , 291 21 S87 01 :45 4 344 10 304 14 648 02: 00 13 48 730 1256 10 35 281 1158 23 83 611 24.14 02: 15 13 338 12 302 :<5 640 02; 30 5 328 9 327 14 655 02 ;45 5 350 9 340 14 690 lJ3: 00 , 30 300 1325 6 36 "6 13;;!5 13 66 665 2650 03,15 7 369 6 3" 13 687 03:30 , 322 6 314 13 036 03 45 1,3 335 11 35' 2.. 692 04:00 , 34 ]27 1353 6 29 321 1310 13 63 648 2663 04:15 5 319 4 ;81 9 000 04 -]0 15 330 12 334 27 664 04:4S 12 32' U 351 25 607 05: 00 23 55 280 1255 11 <0 ]77 1443 3-l 95 657 2698 05 :15 19 325 15 365 3-l 710 05: 30 3~ 26, 19 421 51 (,84 OS: 15 58 270 25 303 23 643 06' 00 90 199 21>0 1118 " 85 393 1572 116 28. 857 2690 06 :15 59 22':1 J8 312 97 541 06 ,30 116 230 47 292 163 522 06 ;4<; 192- 236 01 225 263 461 07: 00 191 558 209 '0' 09 245 "8 1067 280 803 447 1971 07:15 284 185 13S 178 419 363 07,30 3GO no 126 In 4R~ 311 W/ :'15 399 172 "9 159 '>68 D1 08: 00 .21 1464 lB' 71' 153 582 121 619 57' 2046 308 1333 08 IS .,....,~ 146 17;; 117 '" 2<,5 08 :30 :l0'l 162 180 130 489 2'l2 00 :45 2gB 146 198 124 4% 270 Qq. 00 266 1195 1:,9 595 221 775 116 467 487 1.970 24::; 1.07:;1 09 IS 25R 163 227 109 485 272 09 :30 227 140 183 " 410 214 0" :15 270 122 193 '16 46\ 218 10 :00 22(; '81 n .,8 246 849 66 345 47:: 1830 139 843 .LO, IS 234 66 22<) " 463 140 " 70 2:19 64 2(,0 64 479 138 10 :4'> 269 'co./ 260 51 529 lOB 11 :00 241 965 n 256 201 1020 " 276 514 1985 146 532 11: 15 290 " 26S <,7 C5S 116 11: >0 281 43 2" 4S 550 88 11 :45 2B6 37 243 41 S29 n 12 0'1 289 1146 3' 162 297 :1.074 36 lB9 ~Bb 2220 OJ 351 TOTAj",S 17404 1'0836 33240 AM Times 07.30 11: IS 11:1'> AM l'paks 1502 107'1 2220 FdctOIS PHF 89 PHP: .90 PHF, ,94 PM Timf'8 14 :10 17:15 16:45 PM P",,,,ks 1356 1572 :'728 Fa.ctora ?I-!F: .9:\. PHP, .OJ Pqp .96 JAMAR Technologies, Inc. Page 1 151 Keith Valley Road Harsham, PI'. 19044 Site Code: 4610 Change These in the Preferences Screen Station 10: CONGRESS AVE 1000' S OF HYPOLUXO RO Latitude: 0' 0.000 Undefined Hour Totals CombineQ Total!; Start Q6--Feb-03 -~-NIA Time --~ 12 12 12 01 01 01 01 02 02 02 02 03 03 03 03 04 04 04 04 05 05 05 05 06 06 06 06 07 07 07 07 08 08 08 08 09 09 09 09 10 10 10 10 11 11 11 11 Total Percent -- Combine~- d Total Peak Volume PH,F ~rTOldls SIA TIll) Mamhq Afternoon McrP.!no Afternoon MomT.q !\.tt~ Momlnn Afternoon HomL'lC Aftemoc'!l :()() 35 281 47 '--is3 82 544 :15 36 263 28 271 64 534 :30 22 277 23 292 45 569 :45 15 271 108 1092 19 295 117 1121 34 566 ,00 15 282 19 307 34 589 '15 19 247 19 287 38 534 ,30 16 253 20 317 36 570 :45 10 246 6() 1028 14 298 72 1209 24 544 00 15 331 14 313 29 644 :15 9 312 15 328 24 64() :30 8 285 9 337 17 622 45 5 326 37 1254 6 333 44 1311 11 659 ,00 5 351 8 373 13 724 :15 12 347 4 355 16 702 30 11 313 9 318 20 631 '45 4 344 32 1355 6 317 27 1363 10 661 ,00 6 345 9 342 15 687 :15 9 348 10 326 19 674 ,30 16 328 7 401 23 729 :45 15 319 46 1340 12 345 38 1414 27 664 :00 15 346 20 #2 35 72e ,15 26 "'1) 27 3U 53 7$4 ,30 42 334' 39 426 81 71$() :45 49 IIf4 132 1414 56 4111 142 1608 105 7/lO :00 46 364 73 364 119 728 ,15 61 281 91 328 152 609 ,30 130 298 121 300 251 598 :45 153 278 390 1221 161 356 446 1348 314 634 ,00 177 293 277 270 454 563 '15 210 243 :117 246 S27 489 ,30 229 192 ,3111 244 610 436 :45 341 172 957 900 ~92 223 1367 983 733 395 00 247 191 248 209 415' 400 :15 199 216 270 195 469 411 ,30 196 198 221 203 419 401 ,45 217 162 861 767 251 195 990 802 468 357 :00 171 159 209 190 380 349 :15 191 156 220 180 411 336 30 227 134 178 148 405 282 :45 233 110 822 559 241 121 848 639 474 231 :()() 215 88 193 143 408 231 :15 199 97 243 99 442 196 30 206 68 257 99 463 167 :45 248 64 868 317 235 69 928 410 483 133 ,00 245 61 263 61 508 122 :15 225 45 257 42 482 87 :30 251 44 241 47 492 91 :45 312 36 1033 186 247 41 1008 191 559 77 5346 11433 6027 12399 11373 23832 31.9% 68.1% 32_7% 67.3% 32.3% __ 67T!~_ 16779 15426 35205 11,00 -0515-- 07,00-- 05:00 0715 05,-00 1033 1432 1367 1608 2365 3n:t::! 0.757 0,968 0,872 0944 0807 0,969 GATEIAY BOULEVARD i COl/GiESS AVE5UB BomaR BEACH, f10ilDA COUKTKD BY: I. McRALLY & M. MALO!] SIGmmll TRAFFIC SUiii! SPECIALISTS, IIC. 624 GAI.DEl/IA TERRACE OELRAY BEACH, PLOilOA 33444 (561) 212- J255 m 1561) 27H1B1 ALL VEHICLES Site Code : 00040028 Start Date: 02/05!04 File 1.0, : GATBCOIG Page : 3 ~~~~ .~...."."..."._.. ~ .~~~~~~.. _.~ _ -~ _ -p--- _ ...~~~~ _ -~..~.. -~~"... .-- ~- ._---------~--- -- ._-_._----~~----". -- _ -~ --- -. _ _ _ -- .. -. --- -.- _ >.... .~~--"." ..."... COIGiESS AVEHUB !GATEIAY BOULEVARD CONGiESS AVEHUB IGATEWAY BOULEVARD Prol forth Frot East Frol South Frot West iight Thru Left I iight Thro Left Right Thru Left I iight Thru Left Total Date 02/05/04 --------------------------------------.-------.------------------------------------------------------------------------ Peak Hour Analysis By Bntire Intersection for the Period: 07:00 to 09:00 on 02!05/04 Peak statt 07;15 ' OJ:15 I' OJ:15 ' 01:15 Volume 181 1214 m 156 573 J42 27J 590 91 289 1053 243 Percent III lJl 161 151 511 J2l m m 101 IS1 f6l 15\ Pk total 1m 1011 951 1585 Highest 01:30' 07 :15 01:30 07:30 Volume 6J JJ6 62 H 168 7E 63 119 291 61 216 Hi total m 290 271 m FIlF .90 .92 .88 I .94 GATEWAY BOULEVARD 91 573 847 183 243 243 1,053 1,053 289 289 0 0 CONGRESS AVENUE i 274 unnl 2741 I 989 o . 183 . 1,214 243 590 156 o 1831 1,214 1,671 2,660 I 1 ;,'" 1,585 I j~ I . ALL VEHICLES 2,671 Intersection Total 5,281 J7 I r r::, l L 0 0 156 156 573 573 342 342 274 1,600 1,053 273 GATRIAY BOULEVARD & CDIGRBSS AVRNUR BDIiTOI BRACH, FLORIDA CDUil1D BY: t. "cHALLY & ", KALOiR SlGJAtUEn TRAFFIC SURVBY SPiCIALISTS, INC. 621 GARDillA TiRilCR DRLilY BRACH, FLORIDA 33111 1S6I) 272-3255 FlI 1561) 272-1381 Site Code : 00010028 Start Date: 02/05/01 File 1.0. : GATiCDiG Fage : I _ _____ _~__________ _________________ __ _______ ________ ~ ~____..__ .______~__________~_____ __ _ ___ _._____._._._____.. _~___~___~ _ .~~_ r~_.. ~ ~ r~~" _+" ~"T."1' ~ ALL VBHICLBS CDiGRESS AVKiUB \GATBlAY BOULEVARD ICDiGRESS AVBNUE !GATBlAY BOULEVARD Frn. Hnrtb FrOll Bast Fro. South From West Right Thru Left I Right' Thru Left I Right Thru Left I Right Thru Left Total Date 02/05/01 ----.----.---.--------------------------------- -------------------------------------------------------.---.--.-------- Peak Hour Analysis By Rntire Intersection for the period: 16:00 to 18:00 on 02/05/01 Peak start 11:00 'I 17:00 'I 17:00 'I 17:00 Volnte m m 132 269 1105 m m Hl9 368 285 559 357 Percent '9\ 70\ ,,~ 1~\ 'D\ jet jot ". 15\ 1!\ !7t 30! Pi total 1i92 .. 11846" "- I 2i7; --- Ilia; Highest 17:15 17:15 17:15 17:15 Volute 60 2H 391 81 279 1281 121 3R3 108 11 Il9 100 Hi total 313 m 618 JI6 m ,81 I .94 I .92 ,95 CONGRESS AVENUE O. 228. 832. 132 () 2281 GATEWAY BOULEVARD 368 1,105 1,701 228 357 357 559 559 285 285 0 0 " l 1 2,902 ;j J , 832 132 357 1,449 269 ------ 0 2,075 0 , r 269 269 F; 1,105 1,105 472 2,995 l 472 1,192 3,267 . ALL VEHICLES Intersection Total 6,514 132 1,149 559 458 GATEWAY BOULEVARD I 472 832 285 1,589 CONGRESS AVENUE I -' <( I- o l- I- '" <( ;: :> '" :I: I- <( ;: I- -' <( ;: I- '" <( Ul :> '" :I: I- <( Ul I- -' <( Ul I- '" <( lU :> '" :I: I- <( lU I- -' <( lU I- '" <( Z :> '" :I: ~ Z I- -' <( Z lU I- <( o '" :I: ~ <( lU lL Vi Z ~ z o i= <( L> o -' " ~ ~ n " ~ 00 ~ ~ ~ ~ " ~ 00 '" :; ~ '" ~ 00 ~ '" ~ " ~ " ~ n " " '" '" .. " M 00 " '" ~ {.....: " ~ l- e @ :2 ;;; '0 '" .. E 00 '" ~ " '0 v t=: '" '" '" n :; " " ~ 00 " 'D ~ ~ ~ ~ " ~ ~ ~ ~ '" " 00 00 '" " " " " '" -0 " " ~ "- " M >D ,:: C' ~ :2 ;;; '0 '" -,; ~ u; -" ~ " '0 " t=: 00 m ~ ~ '" ~ ~ 00 "" ~ "" m m ~ "" '" 00 "" " :'l 00 ~ " "" n '" 00 ~. " '" n " " ~ " " " C" '" ,. " " 00 '" " ~ > -< ~ s, ~ o U ;;; PO >. ~ ~ v .. o 00 n '" " ~, ~ n ~ ~ " n n '" 00 n ~ " ~ 00 " " ~. ~ " 00 "" n '" ~ " n n , n " " >:- cj N ~ 00 " .;. ~ " > <: ~ " 6b ~ o U " a ,., ~ ~ o ;;; o '" ~ '" " o ~ n ~ '" '" 00 " N " ~ n v, ~ ~ " v. M ~ " M ~ 00 00 ." 00 ~ N ," " " '::' c. 'n 00 'i' ~, ~ " ~ " " 6b o o U " a ,., " ~ " " o n "" 00 '" ." M n '" N ~ ~ " M '" ~ " 00 M ~ "" M " " ~ N " 00 'n " N ,- o " " 8 " S r::j " " 00 " " r:~ > <: " " 6b o o U ;; "' ,., ~ ~ " " o n " ~ v, ~ 00 n M ~ " ." ~. ," ~ " M ~ M ~ " '" '" " " M "" M " '" N 'D " N "" " M ." " o N 6 ~. ~ 00 " .;. "- " > <: " ~ ~ o U .. a >. " " " " " ~ '" " ~ 00 ." N "" "" ~ '" ~ n 00 " M ~ " " ~ M " n N , :: ~ ~ ~ " N n M ~ N 00 ~ N " " " N 2; M " " 00 '" " , .'( v, ~ ~ o U " 2i C3 ,., ,., " ~ " " " 0 ro ~ o ,0 :': M M M ~ ~ 00 00 M " N " ~ ~ M N ~ ~ '" 00 " 00 ~. " M ," " " " N M ~ 00 'i' ~. ~ " '0 '" o 00 '0 '" -" 00 i ;;; " 'D M ~, " ., "" ~ " ,.., " ~ '" n ;; "" 00 e, ~ 00 " ,.., 00 'D ~ n M ~ M " " ,.., N ~, " " 00 6 '" , '0 '" " '" ~ -" '" i " a >. " ~ " " " N '" ;;, o ~ " " '" 00 ," " ., M ~ ~ 00 ,. M ~ 00 " M N ~ ., " ., ,.., "" M ., " " " 2i ;; ~ 00 o .;. ~ o '0 '" " 00 '0 '" 'i1 i ;;; a ,., . " o " o N ~ ~ M ., 00 " " " '" " '" n 00 ~ 00 '" " c- r_ M 00 " , '" 00 n M ~ ." " o " o '" " " 00 '" o ~ '0 '" " '" '0 '" -" 00 i " a ,., " " " " o " " " n " '" " " " ., " ~ " " M ~, '" n 00 ~ ~ co " " " " o n c. n '" ~ = '? ~ ~ " '" " '" ~ 5: " a ,., ~ " " " " " '" c" ~ , M n M " '" " ~ ~ M '" " ~ '" ~ ~ ~, '" 00 '" n ., " ~ 00 " " " " " ~ ., " '" '" " " " '" , '" , " "" 00 n " ~, M M " " " ~ "" " " n N '" '" " " ,.., r1 ~~ '" " " 00 ~ 00 :;. 6 " , ~ " " . e. ~ 5: " a ,., . " o " o ~ ~ " " t 2: ~ ~ 5: 2: ro ~ @ a5 ,., >, " . ~ ~ " " . ;;; o 0 N " " " ~ ~ n M '" ~ ., " ~ M N " " ,.., N 0:::4 M " " 00 6 " c 00 M '" M " ~ " '" " " " ., M ~ c:: "" ~ n ~ ~ ~ " N '" " " " n 00 n " " " s '" -' " ~ 00 " '" ~ "- " '0 '" 00 ,<;: ~ a >. ~ " " ;;; " 00 N " " ., '" N M " '" 00 N " " 00 "" '" ~ 00 " " '" ~ M :;; ~ ~ ~ " " " " " C' '" " " 00 6 " ~ '0 '" '" ,<;: . ili ,., . " o " " 00 ~ N ., " ~ '" ~ J '" ~ '" N C '" " ., N '" " " 00 " '" ,'. " " '" N M " o " " N '" " ~. 00 " 6 M C, " '0 '" 00 ,<;: " a >, . " '" " o c- N ., 00 '" 00 '" 00 " M M , ~ ~ N 00 " ~ '" M " '" " '" ,- M " N M " o ,.., 01 ,.., " " " ~ " " N '0 '" '" ,<;: . a ,., . " " . " '" "" " " '" n 00 :: ~ '" ,.., ~ ,.., ~ " "" 00 00 ~ ., M " ~ ~ ~ " 00 ~ ~ 00 ., " ~ M " " ,.., N ,.., '" " '" 00 6 " ~ '0 '" '" o ~ " a ,., . " o " o " ~ ." r c 00 00 ~ r ~ " ~ " " " "" "" " 00 " co " '" ,.., '" r " ,.., 00 ,- " ,.., 00 " " " ,.., " e' ~ ~ " .;. ~ " '0 '" " o ~ " >- < . -' ;; ili ,., " " S . " '" '" ~ M 00 " " " ~ ~ ~, ~ " ~ " " ~ N " " N " " N '" ,.., N 0. ~ '" ,.., 00 " " " ,.., 03 M " " 00 6 " ~ '0 '" " o ~ " >- < . -' " a ,., " '" S " " " " M ~ " ~ " '" ~ '" ~ 0. '" 00 ~ " " ~ " ,.., N " ~ 0. ~ , ~ 00 ~ " '" ,.., " " " n "- '" ~ 00 " .;. , " '0 '" " " o ~ " -' " a ,., " , " . o M ., ~ ~ ;:: " ." ~ 00 " ~ ~ ., '" " " N 00 ., 00 ,.., ~ ~ " " ." 0. ~, N ., " " ,.., "- ~ " " 00 '" " ~ '0 '" o " o o ~ .:l ;;; ili ,., . " " " o r 00 '" ., ~ 00 N ~ 00 ~ "" 00 " ~ " 00 ~ ~ '" ., N 00 00 N " co M ~ " 00 ~. ~ '" M " " t:'l ~ -' ~ 00 '? ~ ~ " ,:: c ~ :2 " '" ,., " " o " " N ., ~ ~ ~ "" N '" ~ ~ 'D ,.., " ~ ~ " '" ,.., '" ~ ., ~. ,.., " ~ ~ N "" ., 00 '" ~ ~ ~, " co C' '" " " 00 o , ,:: C ~ :2 " ili ,., . " '" " o ~ ~ "" N '" M 0. ~ " ., " ,.., " ~ '" " 00 "" ~ M '" " " " " " c' '" " 00 ~ ." ~ " .;. ." '" " o '" '0 '" ~ '" :; ili ,., . " " " " '" N 00 " ~ ::g ... " '" N '" "" .. .. " ~ " ,.., ~ " 'D ., " ~ 00 'D c- o. " " " " " " ~ co 00 " '" ~ '" ~ :': in '" M '0 '" '" ~ p., ;;; ... '" '" N of; '" a ,., " " o ::; " ~ 0. -< ~ .. '0 ~ '" = '" '" ~ G!TEiAY BOULEVARD . MOTOROLA/HAXPTOB IRS BOYIrOI BIACH, FLORIDA COUlTID BY: LUIS PALOKIBO SIGlliIZiD TRAJP1C SOlVEY SPECIALISTS, IiC. 624 GARDEiIA TERRACE DELRAY BIACH, FLORIDA 13~~4 1561) 212-3255 FA! (561) 272-4381 Site Code : 00040028 Start Date: 02/04/04 File 1.0. : GATEKOTO Page : j _ _ _ ~_ _ _ ~ _ _. __.. _ _ _ _ _ ~ _.. _ _ _ _ _ _ ___ _______________________.______ _ __ _ _ ~___ _ ~__~___~~___~~____. _ _...~_~~~.~~ J_" ~""" _ T 7 ~'" ~. _ _ _. _ _ _ _ __ ALL VEHICLES II!lIPTOI IBB GATiUY BOULEVARD I KOTOKOL! IGATBHH HOULEVARD I lru~ Rurn Prol la.t Fro. South Frol ie,t Right Thru Lelt Right Thm UTurn Left I Ri9ht-'Thru Lelt I Ri9ht- Thm UTurn Left I Total Date 02/04/0~ ---------------------.---.-----------------------------------.--------------------------------------------------------- Peak Hour Analysi, By Entire Intersectinn for the Period: 01:00 to 09:00 on 02/04/04 Peai start 01:15 ' Oi:lS ' 01:15 I' 01:15 Volule 16 0 23 5 936 1 15 14 0 1l 28 1540 ~ment m ot m 11 m It 2t m 01 HI 2\ 97! Pk total 39 963 35 11581 Highest 01:45 08:00 01:15 01:15 Volu.e 1 0 10 I 2 256 1 31 9 3\ 8 451 Hi total 17 262 12 461 PHP .57 I .92 I .13 I .86 GATEWAY BOULEVARD 11 936 963 16 13 13 1,540 1,540 28 28 0 0 O' 16 o 16 1 I 2,544 'j j o Qt , 131 HI 21 I o o ' II 231 13 o 5 HAMPTON INN -----~I 01 18 0 Ii 5 5 , 936 936 22 22 23 1,587 1,540 24 231 I J9 57 r I ~, 2,550 l L , ALL VEHICLES Intersection Total 2,618 GATEWAY BOULEVARD 65 35 I 22 11 ' 0 2 0 o 28 50 11 0 24 0 MOTOROLA GATEIAY BOOLEVARD . MOTOROLA/HAMPTOI III BOYNTOI BEACH, FLDRIDA COUlTKD BY: LOIS PALOMIBO S IGiiALI m TRAFFIC SOlVEY SPECIALISTS, IRC. ,24 GARDEllA TERRACE DELRAY BEACH, FLORIDA 33444 (5H) 212-3255 FAI (5611 212-4381 Site Cade : 00040028 Start Oate: 02/0!/0! file l.D. : GATEMOTO Page : 4 _'~ _ -' ~J~~.~ '" -"_~_..~_~~~~~_'_.~._____~____________________..._________ _ . _ ~ _ __ _~ _ ____ __ ____~~__ _ _~____ __ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . ~_ ALL VERI CLES HlKPTOB III I GATElfAY BOULEVARD MOTOROLA IGATEVAY BOlJLBVARD I FrOll lorth Frol East Irol South Frol lest Right Thru Left I Right Thru OTurn Left Right 'Thru Left I~Ri9ht~-'Thru UTurn Left I Total Date 02/0!/0! --------------------------------------------------.----------------------------------------____________________________ Peak Bour Analysis By Hntire Intersection for the period: 16:00 to 18:00 on 02/04/04 ~~~~~tart 1;~45 0 5' i~t5 1m 15 29 1~;i5 0 !3\' 1;;'5 1109 Percent 811 01 191 11 m 11 21 31l 01 m 21 961 Pk total 27 1733 62 1160 Highest 17:15 17:30 11:30 17:15 Volule 7 27m 5 11 I 6 0 17 8 288 Hi total 9 H6 23 302 PHF ,75 .97 I ,67 .90 GATEWAY BOULEVARD 43 1,674 1,739 22 24 24 1,109 1,109 ~~ "-, 27 0 0 O. 22 o 22 I 1--1 I 2,899 'j j : ! 0\ 20 I 21 \ 5\ I 1 HAMPTON I I 24 0 15 ------ 0 39 0 I r 15 15 F' . 1,674 1,674 l 44 2,866 44 27 66 . ALL VEHICLES Intersection Total 2,982 1,133 5 1,109 19 GATEWAY BOULEVARD 133 " 62 I I 4~~ . 43 01' 1 0 m;;1 ------ ------1 ------ ------ 431 01 19 0 MOTOROLA I URBAN STREET WORKSHEET #1 GePe~jl~~IQri<."......",i...'." "'."'.'..,.'."..."..'...,..'.....,',...,.........sJtiiJ~ni,..i.....'.'."""""""""'."" Analyst PTC Urban Street Gateway B/vd Agency/Co. 03-75 Direction of Travel West-bound Date Performed 6/812004 Jurisdiction PBC Time Period AM Peak Hour Analysis Year 2005 Exist Timing _~Eiiir Analysis Period(h) T = 0.25 1 140.0 0.357 0.508 1853 2 141.0 0.709 0.415 2560 3 130.0 0.323 0.560 1621 Segments 4 5 Cycle length, C (s) Eft. areen to cvcle ratio, !l/C vie ratio for lane grouo, X Cae of lane aroue, c Iveh/h\ pct Veh on Grn., PVG Arrival tvne, AT 3 3 3 Unit Extension, UE (see) 3.0 3.0 3.0 Lenath of seament, L Imi\ 0.50 0.90 0.20 Initial Queue, Qb Iveh\ 0 0 0 Urban street class SC 2 2 2 Free-flow soeed, FSS (milh\ 40 40 40 Runnina Time, TR (5) 46.5 81.5 23.0 Otherdela, 5 ~~ Uniform delay, d1 (5) 35.3 8.4 36.4 0.0 Incremental delay adj, k 0.12 0.11 0,16 0.50 Uostream fiilerin!l adi factor, I 1.000 0.852 0.914 Incremental delay, d2 (5) 0.2 0.1 0.4 Initial queue delay, d3 (s) 0 0 0 Progression adj factor, PF 1.000 1.000 1.000 ~ 8.5 36.8 ~. Travel time, ST (s) 82.1 90.1 59.8 Travel saeed, SA (mi/h) 21.9 36.0 12.0 Seament LOS 0 A F u~st~tiCiS;oo~il4tia6i......."".'.'" , Total travel time (5) 231.9 Total length (mi) 1.60 Total travel speed, SA (mi/h) 24.8 Total urban street LOS C ~~ 0.0 0.0 0.50 0.50 1.150 1.150 1.150 HCS]OOOTM Copyright rf\ 2000 University of Florida. All Rights Reserved 6 7 0.0 0.50 1.150 s ~ 8 0.0 0.50 1.150 Version 4.1c URBAN STREET WORKSHEET #1 ~!;I!)f:~!qgi}ii ".""""""""""""""""""~ t/./.",...,.,.,tit/?t?.." ........ . Ana Iyst PTC Urban Street Gateway Blvd Agency/Co. 03-75 Direction of Travel East-bound Date Performed 6/812004 Jurisdiction PTC Time Period AM Peak Hour Analysis Year 2005 Prop Timing ..,,';..',.....t... Analysis Period(h) T = 0.25 Segments 1 2 3 4 5 6 7 8 Cycle length, C (s) 140.0 141.0 140.0 Eff. areen to cvcle ratio, a/C 0.314 0.496 0.390 v/c ratio for lane arOUD, X 1.047 0.967 0.740 CaD of lane arOUD, c Iveh/h) 1135 1792 2038 Pet Veh on Grn. PVG Arrival tvoe, AT 3 3 3 Unit Extension, UE (see) 3.0 3.0 3.0 Lenath of sea me nt, Llmi) 0.50 0.20 0.90 Initial Queue, Qb Iveh) 0 0 0 Urban street class SC 2 2 2 Free-ftow soeed FSS (mi/h) 40 40 40 Runnino Time, TR (s) 46.5 23.0 81.5 ~o.o 0.0 ~ ~ t. Uniform delay, d1 (s) 48.0 34.4 36.6 0.0 0.0 0.0 0.0 0.0 Incremental delay adj, k 0.50 0.47 0.30 0.50 0.50 0.50 0.50 0.50 Uostream fitterinQ adi factor, I 1.000 0.090 0.169 Incremental delay, d2 (s) 39.8 2.2 0.3 Initial queue delay, d3 (s) 0 0 0 Progression adj factor, PF 1.000 1.000 1.000 1.150 1.150 1.150 1.150 1.150 ~8 36.5 36.9 50 ....',.......,.,..,.. ... Travel time, ST (s) 134.3 59.5 118.4 Travel sDeed, SAlmi/h) 13.4 12.1 27.4 Seoment LOS E F C lJi'bai1;$t~lW$oetoo'rilniif(on?..>\....,...'." Tolal lravel time (s) 312.2 Total length (mi) 1.60 Total travel speed, SA (mi/h) 18.4 Total urban street LOS 0 lfCS2000 ™ Copyright ('l 2000 University of Florida. All Rights Reserved Version 4.1c URBAN STREET WORKSHEET #1 "!..- Urban Street Gateway Blvd Direction of Travel West-bound Jurisdiction PBC Analysis Year 2005 Exist Timing GOO, '~ta,liR1l,".ormat""" 10,')..';;;',........'.' -----........ " .. ........ -, - . . "..,...' .----.----.......... .... Analyst PTC Agency/Co. 03-75 Date Performed 61!l12004 Time Period PM Peak Hour Pro'eel Descri tion: Renaissance common~ Analysis Period(h) T = 0.25 1 140.0 0.393 0.819 2038 2 141.0 0.709 0.415 2560 Cycle length, C (s) Elf. areen to cvcle ratio, alC v/c ratio for lane arouo, X CaD of lane arouo, Clveh/h) PctVeh on Grn., PVG Arrival tvoe, AT 3 3 Unit Extension, UE Isec) 3.0 3.0 Lenath of seament, Llmi) 0.50 0.90 Initial Queue, Qblveti\ 0 0 Urban street class SC 2 2 Free-flow sneed, FSS Imi/h) 40 40 Runnina Time, TR Is) 46.5 81.5 Otherde~~ Uniform delay, d1 (s) 38.0 8.4 Incremental delay adj, k 0.36 0.11 Uostream Merino adi factor, I 1.000 0.467 Incremental delay, d2 (s) 2,8 0.1 Initial queue delay, d3 (s) 0 0 Progression adj factor, PF 1.000 1.000 ~8.5 ~"""" Travel time, ST (s) 87.3 90.0 Travel soeed, SA Imi/h) 20.6 36.0 Seoment LOS 0 A ll~n..StreetLt)$oe.t_nati6n....'.....'....'...,..'.'. Total travel time (5) 288.7 Total length (mi) 1.60 Total travel speed, SA (mi/h) 20.0 Total urban street LOS 0 3 140.0 0.307 1.060 1545 3 3.0 0.20 o 2 40 23.0 0.0 48.5 0.50 0.914 39.8 o 1.000 88.3 111.3 6.5 F Segments 4 5 ~,.,.'...........'.'.....,. 0.0 0.0 0.50 0.50 1.150 1.150 ----"- HCS2000™ Copyright <hl 2000 University of Florida, All Rights Reserved 6 7 0.0 0.0 0.50 0.50 1.150 1.150 ~ ',.,..'...'.. 2.Z 8 , 0.0 0.50 1.150 ~ Version 4.Ic URBAN STREET WORKSHEET #1 ~~raIIDformatiQri?;,.../?,'....i",....""", " ..'...'.,.', ... . ----. .... .. ..... ........-.--- . Analyst PTC Urban Street Gateway Blvd Agency/Co. 03-75 Direction of Travel East-bound Date Performed 6/8/2004 Jurisdiction PTC Time Period PM Peak Hour Analysis Year 2005 Exist Timing _common~ '.....'.. i G iIQ..... Analysis Period(h) T = 0.25 Segments 1 2 3 4 5 6 7 8 Cycle length, C (s) 140.0 141_0 140.0 Elf. oreen to cvcle ratio, q/C 0.257 0.496 0.393 vie ratio for lane group, X 0.734 0.710 0.703 Cae of lane oroue, C Iveh/h) 928 1792 2038 PctVeh on Grn., PVG Arrival tvne AT 3 3 3 Unit Extension, UE (see) 3.0 3.0 3.0 Lenoth of seoment, L (mi) 0.50 0.20 0.90 Initial Queue, Qb (veh) 0 0 0 Urban street class, SC 2 2 2 Free-ftow sneed, FSS Imi/h) 40 40 40 Runnino Time, TR (s) 46.5 23.0 81.5 -~ 0.0 0.0 ~...') ~ ' ... ... ....,...,.,'.. Uniform delay, d1 (s) 47.6 27,6 35.7 0.0 0.0 0.0 0.0 0.0 Incremental delay adj, k 0.29 0.27 0.27 0.50 0.50 0.50 0.50 0.50 Uostream filtering adi factor, I 1.000 0.603 0.637 Incremental delay, d2 (s) 3.0 0.8 0.7 Initial queue delay, d3 (s) 0 0 0 Progression adj factor, PF 1.000 1.000 1.000 1.150 1.150 1.150 1.150 1.150 ~7 28.4 36.~ " . .... ~.. ~ Travel time, ST (s) 97.2 51.4 117.9 Travel soeed, SA (milh) 18.5 14.0 27.5 Seqment LOS 0 E C urbail,$ti'~COSnetetmiiWiian.'.""".'" Total travel time (s) 266.5 Total length (mi) 1.60 Total travel speed, SA (mi/h) 21.6 Total urban street LOS 0 HCS2000™ C.()pyright lO 2000 University of Florida, AU Rights Rcserved Version 4.lc SHORT REPORT ~iiiii:it;)<~ii.....'..........i'" ' Ana Iyst PTC Intersection Gateway & High Ridge Agency or Co. 03-75 Area Type All other areas Date Performed 6/812004 Jurisdiction pac Time Period AM Peak Hour Analysis Year 2005 Exist Timing EB WB NB ~ LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 1 1 3 1 1 1 1 1 1 1 Lane group L T R L T R L T R L T R Volume (voh) 191 1439 98 211 894 267 53 21 147 349 61 116 % Heavv veh 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. oreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival tvoe 3 3 3 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PedlBike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parkinglhr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasino Exc!. Left EW Perm 03 04 SB Onlv NS Perm 07 08 Timing G= 20.0 G= 55,0 G= G= G= 20.0 G= 22.0 G= G= Y= 6 Y= 6 Y= Y= Y= 6 Y= 5 Y= Y= Duration of Analvsis (hrs) ~ 0.25 Cvcle Lenoth C - 140.0 UaneGffiij' "'" ,.,..'6fJOontrQli '..'.,...."+andLQSoe~natfQOi..'...,.....'." EB WB NB SB Adj. ftow rate 201 1515 103 222 941 281 56 22 155 367 64 122 Lane group cap. 420 2038 634 312 2038 934 214 299 542 490 651 842 v/c ratio 0.48 0.74 0.16 0.71 0.46 0.30 0.26 0.07 0.29 0.75 0.10 0.14 Green ratio 0.58 0.39 0.39 0.58 0.39 0.58 0.16 0.16 0.34 0.34 0.34 0.52 Unif. delay d1 16.3 36.4 27.6 37.8 31.5 15.1 51.9 50.3 34.2 40.7 31.3 17.3 Delay factor k 0.11 0.30 0.11 0.27 0.11 0.11 0.11 0.11 0.11 0.30 0.11 0.11 Increm. delay d2 0.9 1.5 0.1 7.4 0.2 0.2 0.7 0.1 0.3 6.3 0.1 0.1 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 17.1 38.0 27.7 45.2 31.7 15.2 52.5 50.4 34.5 47.1 31.3 17.4 Lane group LOS a 0 C 0 C a 0 D C D C a Apprch. delay 35.1 30.6 40.3 38.7 Approach LOS 0 C D D Intersec. delay 34.3 Intersection LOS C HCS2000™ Copyright ~ 2000 University of Florida, All Rights Reserved Version 4.1c SHORT REPORT ~ ~.'I~jjfi/."..'.'.'.'."""'" '" Analyst PTC Intersection Gateway & Congress Ave Agency or Co. 03-75 Area Type All other areas Date Performed 61812004 Jurisdiction PBC Time Period AM Peak Hour Analysis Year 2005 Prop Timing ~21 EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 1 2 3 0 2 3 1 2 3 0 Lane group L T R L TR L T R L TR Volume (vph) 250 1129 361 352 673 189 135 690 281 305 1318 188 % Heavv veh 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A StartuD lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. oreen 2.0 2.0 2.0 2,0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival tvoe 3 3 3 3 3 3 4 3 3 4 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PedlBikelRTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parkinglhr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasino Exc!. Left WB Onlv Thru & RT 04 Excl. Left SB Onlv Thru & RT 08 Timing G- 13,0 G- 1.0 G- 44.0 G- G- 13.0 G- 1.0 G- 36.0 G- Y= 7 Y= 6 Y= 6 Y= Y= 2 Y= 6 Y= 5 Y= Duration of Analvsis IhrSl = 0.25 Cvcle Lencrth C = 140.0 ~Gmtibl """'.""".'...'........jtjh,.CQntrOl~Ul~.iandLO$oe.~bilnatiD0\/........ .............-----...................'..' -"""',"'''''' "-','-'-'-','--- ................-.,..,..,..----........,...... . "c........... " ........~. ......,..---,.,....,..-.,.,.......".... ".. ". ........,...--..,--........,............ .,.....-.-..-,..-.-,-.-.-,-..........__...... .......,.-..,------.-..,.,--_.............. . --0 ................... ..,....-.--,v,-,-.-.-,-.-.... .-,-...;.-....".?.,.,...,.,..... ...-...---....... ..... .. . . EB WB NB SB Adj. flow rate 263 1188 380 371 907 142 726 296 321 1585 Lane group cap. 325 1135 727 525 1827 325 1334 715 400 1563 v/c ratio 0.81 1.05 0.52 0.71 0.50 0.44 0.54 0.41 0.80 1.01 Green ratio 0.09 0.31 0.45 0.15 0.36 0.09 0,26 0.44 0.11 0.31 Unit. delay d1 62.3 48.0 27.7 56.6 34.5 60.0 44.9 26.6 60.5 48.5 Delay factor k 0.35 0_50 0.13 0.27 0,11 0.11 0.14 0.11 0.35 0.50 Increm. delay d2 14.2 39.8 0.7 4.3 0.2 0.9 0.5 0.4 11.2 26.3 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.980 Control delay 76.4 87.8 28.4 60.9 34.7 61,0 45.4 27.0 71.7 73.8 Lane group LOS E F C E C E 0 C E E Apprch. delay 73.8 42.3 42.6 73.5 Approach LOS E 0 0 E Intersec. delay 61_3 Intersection LOS E HCS2000 TM Copvright \C 2000 University of Florida, All Rights Reserved Version 4.1c SHORT REPORT ~ii!'ll~$t;'.,.....'...'....'...'.'" ;; Analyst PTC Intersection Congress Ave Agency or Co. 03-75 Area Type All other areas Date Performed 6JB/2004 Jurisdiction PBC Time Period AM Peak Hour Analysis Year 2005 Exist Timing ~ EB WB - LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 1 2 3 0 2 3 1 2 3 0 Lane group L T R L TR L T R L TR Volume (vDhl 250 1129 361 352 673 189 135 690 281 305 1318 188 % Heavv veh 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated IP / A) A A A A A A A A A A A A StartuD lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2_0 2.0 2.0 Exl. eft. a reen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival tvoe 3 3 3 3 3 3 4 3 3 4 Unit Extension 3.0 3.0 3,0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PedlBike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parkinglhr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasina Excl. Left WB Onlv Thru & RT 04 Excl. Left SB Onlv Thru & RT 08 Timing G~ 11.0 G- 1.0 G- 35.0 G- G- 12.0 G- 1.0 G- 38.0 G- y= 7 y= 6 y= 6 y= y= 2 y= 6 y= 5 y= Duration of AnalYsis Ihrs) = 0.25 Cycle Lenath C = 130.0 ua~GiOUli.',.."""'.."'..'......"'.'ltvi...CoMrQt_t.. .'andLQ$iDe~natloil\i)'.'.".' EB WB NB SB Adj. flow rate 263 1188 380 371 907 142 726 296 321 1585 Lane group cap. 296 972 658 512 1621 323 1516 770 404 1762 v/c ratio 0.89 1.22 0.58 0.72 0.56 0.44 0.48 0.38 0.79 0.90 Green ratio 0.08 0.27 0.41 0.15 0.32 0.09 0.29 0.48 0.12 0.35 Unif. delay d1 58.9 47.5 29.8 53.0 36.4 55.8 37.9 21.8 56.0 40.4 Delay factor k 0.41 0.50 0.17 0.29 0.16 0.11 0.11 0.11 0.34 0.42 Increm. delay d2 26.3 109.3 1.3 5.1 0.4 1.0 0.2 0.3 10.5 6.7 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 0.992 1.000 1.000 0.947 Control delay 85.2 156.8 31.1 58.1 36.8 56.8 37.8 22.1 66.5 44.9 Lane group LOS F F C E 0 E 0 C E 0 Apprch. delay 120.4 43.0 36.1 48,6 Approach LOS F 0 0 0 Intersec. delay 66.4 Intersection LOS E HCS2000™ Copyright I&'J 2000 University ofFlorida. All Rights Reserved Version 4.1c ~iiJi~iiil\}'.'.'.'."" Analyst PTC Agency or Co. 03-75 Date Performed 6/8/2004 Time Period AM Peak Hour it' ~ EB LT TH 1 2 L T 14 1645 0 0 0.95 0.95 A A 2.0 2.0 2.0 2.0 3 3 3_0 3.0 0 12.0 12.0 N 0 Timing Adj. flow rate Lane group cap. vie ratio Green ratio Unif. delay d1 Delay factor k Increm. delay d2 PF factor Control delay Lane group LOS Apprch. delay Approach LOS Intersec. delay HCS2000™ SHORT REPORT I ntersecti on Gateway & Motorola Area Type All other areas Jurisdiction PBC Analysis Year 2005 Exist Timing . ..,., WB NB SB RT LT TH RT LT TH RT LT TH RT 1 1 2 1 1 1 0 1 1 0 R L T R L TR L TR 23 104 1009 5 83 7 125 24 6 17 0 0 0 0 0 0 0 0 0 0 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 N 0.71 0.21 6.0 46.6 0.11 0.11 0.0 0.5 1.000 1.000 6.0 47.1 A 0 Copyright ~ 2000 University of Florida, All Rights Reserved Version 4.1c SHORT REPORT G&1eiJijiRf~im{/"""" Analyst PTC Intersection Gateway & Congress Ave Agency or Co. 03-75 Area Type All other areas Date Performed 6/8/2004 Jurisdiction PSC Time Period PM Peak Hour Analysis Year 2005 Prop Timing ~ ~ 0i 0G NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 1 2 3 0 2 3 1 2 3 0 Lane group L T R L TR L T R L TR Volume (vph) 367 647 392 486 1244 313 441 1598 471 172 964 235 % Heavy veh 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (F'/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ex!. eft. Qreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 3 4 3 3 4 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PedlBike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parkinglhr Bus stopslhr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PhasinQ Excl. Left WB Only Thru & RT 04 Ex cl. Left NB On Iv Thru & RT 08 Timing G= 18.0 G= 2.0 G= 40.0 G~ G= 15.0 G= 1.0 G= 39.0 G= Y= 7 Y= 6 Y= 6 Y= Y= 5 Y= 6 Y= 5 Y= Duration of AnalYsis (hrs\ ~ 0.25 Cvcle Lenath C ~ 150.0 (..8~,Gr<iijp~paqlwjCQ"*r61 ...'..,......'.'.........'anat\asoe.~.mJnatIQ6i,......,..,.,.',',"" EB WB NB SB Adj. flow rate 386 681 413 512 1638 464 1682 496 181 1262 Lane group cap. 420 963 657 630 1610 490 1591 840 350 1309 v/c ratio 0.92 0.71 0.63 0.81 1.02 0.95 1,06 0.59 0.52 0.96 Green ratio 0.12 0.27 0.41 0.18 0.32 0.14 0.31 0.52 0.10 0.26 Unif. delay d1 65.3 49.7 35.5 59.1 51.0 63.9 52.0 24.9 64.1 54.8 Delay factor k 0.44 0.27 0.21 0.35 0.50 0.46 0.50 0.18 0.12 0.47 Increm. delay d2 25.1 2.4 1_9 8.0 26.9 27.8 39.4 1.1 1.4 17.0 PF factor 1.000 1,000 1.000 1.000 1.000 1.000 0.980 1.000 1.000 1.000 Control delay 90.4 52.1 37.4 67.1 77.9 91.7 90.4 26.0 65.4 71.8 Lane group LOS F 0 0 E E F F C E E Apprch. delay 58.0 75.3 78.5 71.0 Approach LOS E E E E Intersec. delay 72.3 Intersection LOS E H('S200n™ Copyright ({;J 2000 University of Florida, All Rights Reserve<! Version 4.lc Ge,",".".'ne-rlil..i~iiit..',./.............'."'."""'", .."..,. ,.....,-,' ".... SHORT REPORT Analyst Agency or Co. Date Performed Time Period ~ Num. of Lanes Timing Adj. flow rate Lane group cap. v/c ratio Green ratio Unit. delay d1 Delay factor k Increm. delay d2 PF factor Control delay Lane group LOS Apprch. delay Approach LOS Intersec. delay HCS2000 ™ 114 312 0.37 0.58 22.5 Intersection Gateway & High Ridge Area Type All other areas Jurisdiction PBC Analysis Year 2005 Exist Timing ~ 11 - WB NB SB TH RT LT TH RT LT TH RT 3 1 1 1 1 1 1 1 T R L T R L T R 1586 320 86 27 131 171 13 80 0 0 0 0 0 0 0 0 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 3.0 3,0 3.0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 0 N N 0 N N 0 N PTC 03-75 6/812004 PM Peak Hour EB LT TH RT LT 1 3 1 1 L T R L 108 1361 44 92 0 0 0 0 0.95 0.95 0.95 0.95 A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3.0 3.0 3.0 3.0 0 0 0 12.0 12.0 12.0 12.0 N 0 N N 138 542 0.25 0.34 33.8 180 489 0.37 0.34 33.7 0.11 Lane group Volume (vph) % Heaw veh PHF Actuated (P/A) Startuo lost time Ext. eft. Qreen Arrival tvoe Unit Extension Ped/Bike/RTOR Volume Lane Width Parking/Grade/Parking Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasino Excl. Left EW Perm 03 04 SB On Iv NS Perm 07 08 G = 20,0 G = 55.0 G = G = G ~ 20.0 G = 22.0 G = G = Y=6 Y=6 Y= Y= Y=6 Y=5 Y~ Y= Duration of AnalYsis (hrs) = 0.25 Cvcle Lenoth C = 140.0 LaneiGrou.'..,' ""'..,."'."'..,."..,.,ltvjQaritiOJ.pelil\hand&Q$~terminatiO"//i. ...".,...,.'"...'/...{i/i\/..'......'.,.....,""" EB WB NB 1433 46 97 1669 337 91 28 2038 634 319 2038 934 223 299 0.70 0_07 0.30 0.82 0.36 0.41 0.09 Q~ Q~ Q~ Q~ Q~ Qffi Qffi 35.7 26.6 19.3 38.0 15.7 53.1 50.5 0.11 0.27 0.11 0.11 0.36 0.11 0.11 0.11 0.11 0.7 1.1 0.0 0.5 2.8 0.2 1.2 0.1 0.2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 23.2 36.8 26.6 19.9 40.8 16.0 54.4 50.6 34.0 34.2 C 0 C BOB DOC C 35.5 35.9 43.0 ODD 35.7 Intersection LOS 0.5 Copyright ~ 2000 Univenlity of Florida, All Rights Reserved SB 14 84 651 842 0.02 0.10 0.34 0.52 30.5 16.9 0.11 0.11 0_0 0,1 1.000 1,000 30.5 17.0 C B 28.8 C 0 Version 4.lc SHORT REPORT ~iiili~iiii.,.............'.'.' ,', Analyst PTC Intersection Gateway & Motorola Agency or Co. 03-75 Area Type All other areas Date Performed 6/B/2004 Jurisdiction pac lime Period PM Peak Hour Analysis Year 2005 Exist Timing ~I ~ EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 1 1 2 1 1 1 0 1 1 0 Lane group L T R L T R L TR L TR Volume (vph) 25 1208 36 161 1797 16 107 9 160 5 9 23 % Heavy veh 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ex!. eft. Qreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3,0 3.0 3.0 3.0 3.0 PedlBike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parkingihr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PhasinQ WB Only EW Perm 03 04 NS Perm 06 07 08 I liming G= 25.0 G= 70.0 G= G= G= 30.0 G~ G= G= Y= 5 Y= 5 Y= Y= Y= 6 Y= Y~ Y~ Duration of Analvsis (hrs\ = 0.25 Cvcle Lenoth C ~ 141.0 La~Gi'htIpI ..' '...1',' '.....eaiifrOl...~; I~L0S~temiinatIQ6Iii'" EB WB NB SB Adj. flow rate 26 1272 38 169 1892 17 113 177 5 33 Lane group cap. 85 1792 802 320 2560 1145 297 347 208 360 v/c ratio 0.31 0.71 0.05 0.53 0.74 0.01 0.38 0.51 0.02 0.09 Green ratio 0.50 0.50 0.50 0.18 0.71 0.71 0.21 0,21 0.21 0.21 Unif. delay d1 21.1 27.6 18.3 52.6 12.5 6.0 47.5 49.0 43.9 44.6 Delay factor k 0.11 0.27 0.11 0.13 0.30 0.11 0.11 0.12 0.11 0.11 Increm. delay d2 2.0 1.3 0.0 1.6 1.2 0.0 0.8 1.3 0.0 0.1 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 23,1 28.9 18.3 54.3 13.7 6.0 48.4 50.3 44.0 44.7 Lane group LOS C C a 0 a A 0 0 0 0 Apprch. delay 28.5 16.9 49.5 44.6 Approach LOS C a 0 0 Intersec. delay 23.9 Intersection LOS C HCS2000 ™ C.opyright (Q 2000 University of Florida, All Rights Reserved Version 4.lc G<!hiitiltjilf~bjtt....""""""""""", Ana Iyst Age ncy or Co. Date Performed Time Period ~ Num. of Lanes Timing Adj. flow rate Lane group cap. v/c ratio Green ratio Unif. delay d1 Delay factor k Increm. delay d2 PF factor Control delay Lane group LOS Apprch. delay Approach LOS Intersec. delay HCS2000™ PTC 03-75 6/8/2004 PM Peak Hour 386 450 0.86 0.13 59.7 0.39 15.2 1.000 74.9 E SHORT REPORT Intersection ~rea Type Jurisdiction Analysis Year Gateway & Congress Ave All other areas PBC 2005 Exist Timing EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 2 2 1 2 3 0 2 3 1 2 3 0 L T R L TR L T R L TR 367 647 392 486 1244 313 441 1598 471 172 964 235 0 0 0 0 0 0 0 0 0 0 0 0 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3 4 3 3 4 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 N 0 N N 0 N N 0 N N 0 N 0.73 0.26 47.6 0.29 3.0 1.000 50.7 o 53.5 o 70.5 o 0 3_0 3.0 Thru & RT G - 36.0 Y - 6 413 623 0.66 0.39 35.5 0.24 2.6 1.000 38.1 o o 0 000 30 30 30 30 30 NB Only Thru & RT 08 G = 1.0 G = 37.0 G = Y-6 Y-5 Y= Cvcle Lenoth C - 140.0 ................................ ..........................................."................... .'.andL()$'.DetetmloatlQil,... ......"."."..'...\,\.........i\i...i\\,../....,..............,.,.." , WB NB SB 1638 464 1682 496 181 1262 1545 450 1630 865 300 1331 1.06 1.03 1.03 0.57 0.60 0.95 0.31 0.13 0.31 0.54 0.09 0.26 48.5 61.0 48.0 21.8 61.7 50.6 0.33 0.50 0.50 0.50 0.17 0.19 0.46 6.4 40.7 50.6 30.9 0.9 3.4 14.2 1.000 1.000 1.000 0.974 1.000 1.000 1.000 60.8 89.2 111.6 77.7 22.7 65.1 64.7 E F FE C E E ~5 n3 M8 FEE Intersection LOS E o 3.0 04 G- Y- o 3.0 Ex cl. Left G = 12.0 Y - 5 Lane group Volume (vph) % Heavv veh PHF Actuated /P/A) Startup lost time Ext. eft. areen Arrival tyoe Unit Extension PedlBike/RTOR Volume Lane Width Parking/Grade/Parking Parkinglh r Bus stops/hr 0 Unit Extension 3.0 Phasino Excl. Left WB OnlY G - 18.0 G - 1.0 Y-7 Y-6 Duration of Analysis (hrs) ~ 0.25 tarieGroup .......,ltv>CQntrQJ~t EB 681 928 512 650 0.79 0.19 54.4 Copyright IQ 2000 University of Florida. All Rights Reserved Version 4.1c INTERSECTION ANALYSIS SHEET Renaissance Commons g",TEWAY & HIGIj,BI~LIi.OAp (r xisting COunt!:/CROIl1('tric; wi Pn'jP(t) Gr<.1WthKdte l'edkSt'<I50fl = Ruildoul Yl;",H = Year<; = 2.84% 1 00 2005 2 ~13;~k..t!our Inlersection Volume DPvelopment Northbound I Southbound I Ll ThrulRTtLTIThrulRT LT Eastbound rhru I RT Westbound LT Thru I RT Existing Volu~ (3/12/03 50 20 131 312 58 110 181 1185 93 189 751 139 Peak Season Volume 50 20 131 312 58 110 181 1,185 93 189 751 239 Background 53 21 147 349 01 116 191 1,325 98 111 840 267 % Project Tralflc 0% 0% 0% 0% 0% 0% 0% 21% 0% 0% 21% 0% Direction out out out ;" ;" ;" ;n out ;" out ;" out Prorectlrdffic 0 0 0 () 0 0 0 114 0 0 54 0 Tola1 53 21 147 349 61 116 191 1,439 98 211 894 267 Critical Volume Analysis No. of Lanes 1 1 1 1 I 1 I 1 1 I 3 I 1 1 3 1 AD[ roach Volume 221 526 1,728 1,172 Per l.mc Volume 53 21 147 349 I 61 t 116 lql I 480 I 98 111 298 26' % Turns trorn exc/ Lane 24% 10% 67% 66% I 12'>;; j 22% "% 83% I 6% lW, 65% I 19% L(W fffertive pIc I I I 0.4) I 0.26 North South CritiGtl NB l1 + S8 11-1 104 58 IT+NBTH 3bO Ea~I-Wt'stCritiGIl EBIT+WBTH 479 WB IT+EB1H 681 Maximum Critical Sum 360 + 681 1,041 STATUS' UNDER PM Pedk Hour InterSi'Ltlo/l Voluflle Dt'vl'lopmpnl Northbound Southbound I Eastbound I Westbound IT I Thru .f LT I Thru " LT Thru I .f I II Thru 'T rxi~til1g Volume 0/1'1/03 12 76 102 1287 26. Peak Season Volurne 11 76 102 1,287 286 I ''''g'"u,," I I I I I 13 80 103 I I I I 1,440 320 'j., Project Traffic 0% 0% "", O'~ u" 0% "" 21% "" 0% 21% ry" IO"C"~" uul I out out I on in ;" I on I oul I ;" out I ;" out Project Traffic n 0 0 0 0 0 0 135 0 0 146 0 Total 86 171 13 BO 1586 320 Crittcal Volume ^natysl~ No.oflam-><, Ar)!)roach Vulume Per tdne Volume % Turns fromexd.tdrJ{' FIW Fffprlivp r:<1. North-South CritiG:11 rast.W",stCritKal Ma'dm!Jm Critical Sum 1 244 86 27 35% 11% 1 .1 3 264 1,513 1.998 131 171 13 BO 108 454 44 92 529 320 54% 65% 5% 30'X, 7% '10% 3% 5% 7,", 16% "" 0.n7 89 S8IT+NBlH 188 627 WB IT+EBTH 536 + 627 ~1.'i UNDER NB IT+SBTH EB IT+WBTH 18R STATUS? q/a,f0411-2S Crowth Rate (1) ~ Peak Season = Buildout Year - Years - INTERSECTION ANALYSIS SHEET Renaissance Commons "ATFWAY BI VD.lMOTOROI A DR.lHAMPTON INN 4.11% 1,00 2005 1 (Existing Count5/G+:-ometrics wi Projf>ct) AM Pf>~k Hour IntefY'("tion Volume Development Northbound. Southbound Eastbound Wcstlx>und IT Thru RT LT Thru RT IT Thru RT LT Thru RT ExistinR Volume (2/041()1. 11 0 L4 23 0 16 13 1540 28 22 936 5 Pedk Season Volumf' 11 0 24 23 0 16 13 1,540 28 22 936 5 Background 11 0 25 24 0 17 14 1,603 29 23 974 5 Motorola Reduction (11) 0 (25) (29) (23) Total Major Projects 111) 0 (25) 0 U 0 0 0 (29) (23) 0 0 % Project T raffie 12% 1% 18% 0% 1% 0% 0% 6% 4% 18% 6% 0% Direction out out out in in in in out in in in out PrnjE"t Tr<lffk 83 7 125 0 " 0 0 42 2] 104 35 0 Total 83 7 125 24 6 17 14 1,645 23 104 1009 5 Critical Volume Analysis No. of Lanes 1 I 1 I <0 1 I 1 I < 0 1 I 2 I 1 1 I 2 I 1 An/lrllcwh Vnhlmp 21<; 47 1,f.R2 111R Per Lane Volume 83 132 n/a 24 23 nla 14 H2J 23 104 505 5 % Turns from exd. Lan~. 39% J% 0% 51% 13% CY'h 1% 98% 1% 9% 90% 0% 8W Effective fie - - - - - - - 0.h4 - - 0.45 - North-South Crilical N8 L T + SB TH - 96 SB L T + NB TH - 146 East-West Critical EB L T + WB TH - 509 WB LT + EB TH- 917 Maximum Critical Sum 146 + 917 1,063 STATUS? Existin~ Vo!um~ (2!04/0 Ppak Season Volume Background Motorola Reduction TntaJ Mafm Pmjf'.t.:; % ProjC'ct Traffic Direction Pruiect T rdffle Total N(). of Lan~ AiJftuadl VOfllllll' Per Lane Volume % Turns from exd. Lane E/IN Effective we North-South Critical EdSt-West Critical Maximum Critical Sum STATUS? Northbound L T Thru RT 43 [) 19 43 0 19 45 0 20 (45) 0 (20) (4.'>) 12%1 out 107 i 107 9 (20) 1'8% out I ~:: () 1% out 9 1 \ 1 276 107 39% 1&9 3% NB LT + SB TH - EB LT + WB TH 164 PM Peak I lour Intersection Volume Oflve!opmf'nt Southbound LT Thru RT :; [) 22 5 0 22 5023 o CY'h I in : I : o () 1% I Go/. in in i 2(~ <0 Critical Volume Analysis 1 I 1 I < 0 1 37 n/a CY'h 5 32 14% 24% 129 914 + 914 UNDER East bound LT Thru RT 24 110lJ ')7 24 1,109 27 25 1,155 28 (28) o 0% in o f)% out J3 o 25 1 208 2 1 269 n/a 0% 2<; b04 2% 95% ~ 0.53 SB L T + NB TH WB LT + EBTH- - 1,078 UNDER Westbound LT Thru RT 44 1(.74 1'1 44 1,674 15 46 1,743 16 146\ (2m 4% in 1U 14h) 18% in () fJ% in '4 o 0% I out U H;1 36 161 1 797 16 1 I 2 I 1 3& 3% 1 q74 899 91% 0,64 164 755 1& 1% 161 8% 6/8104 13:15 INTFRSFCTION ANAl YSIS SHFFT Renaissance Commons GATEWAY & CONGRESS AVE (Existing CuunWPro~GeomPtrics wi ProiPCt) GrowthR.lte> Peak Season = Builduut Ypar = Years :: 2.8')% (4.36+4.11+2.18+0!Kl) 1.00 2005 /\....1 Peak Hour lnte~l.tion Volume Development I Northbound I Southbound I Eastbound I ,r I Thm I RT I ,r I Thm I RT I 'T I Thm I I Westbound RT I IT I Thru I RT ExistinX volume (2!as/ey. 85 590 273 274 1214 183 243 1053 289 342 573 156 Peak Season Volume 85 5QO 273 274 ',214 183 243 ',053 289 342 573 156 Background B7 607 281 282 1,249 188 250 1,083 297 352 590 161 % Project TraffIC 7% 12% 0% 4% 12% 0% 0% 8% 11% 0% 12% 4% Direction out out out in in in in in in out out out Project Traffic 48 83 0 23 69 0 0 46 64 0 83 28 Total 135 690 281 305 1,318 188 250 1,129 361 352 673 189 Critical Volume Analvsj.. No. of lanE'~ 2 I 3 I 1 2 I 3 I <0 2 I 2 I 1 2 I 3 I <0 Approach Volume 1106 1,811 1,740 1,214 Per lane Volume 68 230 281 153 502 nfo 125 565 361 176 28B nf, % Turn~ from excl. Lane-. 12% 62% 25% 17% 7'1% 0% 14% 65% 21% 29% 55% 0% f./W Effective we - 0.41 0.2 North-South Critical NB IT + S8 TH .'.160 S8 IT + NB TH 373 w...t W'O'St rritiral EB LT+WBTH 403 WB LT+EBTH- 731 Maximum Critical Suml 560 , 731 1,2Ql STATUS? NEAR PM Peak Hour Intersediul1 Volume Development I Northbound I Southbound I I LT I Thru I RT I LT I Tllru T RT T LT EastOOund I WestOOund Thru J RT I LT I Thru I RT Existing Volume U!05!O 368 Ppak Se,hon Volume JGB Background 379 % Project Traffic 7% Direction out ProjPct Tr,llfie b1 12% nut 0% 4"' '" 831 1228 1357 832 228 357 H5I. I 235 I 567 12% 00/0 0";', 'n I m in 108 () 0 9&4 I 235 367 559 559 285 472 472 11 05 269 1,10') 269 1,137 277 1449 1,449 1,4Y1 458 458 471 132 132 n6 57.1 285 2q3 486 107 U~' I ;~ 471 i 172 H% in 72 11% in 0% out 4"' ," 99 o 12% 1o~~ I ~~t I 1 244 i 313 Tutal 441 1 59B 647 392 486 No. of LanC'S t\nnroacll Volume Per Lane- VOrumf' <>j,.Turns(flJ!Tl€'Xc! l"rlP E!W Effective- ole North-South Critiwl East-West Criticai Maximum Critic..al Sum Critical V()lume Analysis 2 I 3 1 1 3 I <0 2 I 1 I 1 ll?JO 1,371 1,406 221 533 471 86 400 nfa 184 324 392 Hl% 64% 19~!n 1 ~OJ., 7f1'.Y., 0"0 26% 4(,% 2R% NB IT+SBTH-- E6 IT+WBTH- 611 u11 693 0.22 5B L T + NB TH INB LT + EB TH :2 J I < 0 2,043 243 519 n/a ')4% o1~!n fl"fr, U.37 609 557 + 693 1,304 STATUS? NEf.R rViV'/)4 T3:25