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Home My WebLink AboutIII.Tab 2.Traffic Impact Analysis11/29/2007 11:13 FAX URS Q002/002 • November 29. 2007 Ms. [..ilia I. Medina, AICP Assistant Transportation Coordinator City of Miami, Office of the City Man r sportatiar3 SW 2nd Avenue (10th Floor) Miami, Florida 33130 Re: Wagner Square Sufficiency Letter - Review # 186 Dear Ms, Medina: Via Fax and US Mail. Subsequent to our September 19, 2007 review comments for the subject project, we have received formal responses from Richard Garcia and Associates Inc (RGA) dated October 2 and October 5, 2007. The formal response includes a revised 'traffic impact study for this project. Photocopy of RGA's responses letter is attached herewith. At this time, we conclude that the revised traffic report meets all the traffic requirements and the report is found to be sufficient. The traffic impact study had identified Transportation Control Measures (TCM) to reduce the auto trips generated by this development, Although the TCM plan recognizes the availability of transit facilities near the project site, it recommends following strategies to reduce peak hour traffic: 1. Promote carpooling and ridesharing programs; 2. Provide easily accessible bicycle racks within the facility; 3. Provide transit information for residents and patrons; and 4. Amenities designed to encourage all modes of transportation. The development approval of this site should be conditioned upon these TCMs and providing convenient and secure spaces for bicycles. Should you have any questions, please call me al 954.739.1881. Sincerely, u ern Raj ".hanmug: ' E Senir Traffic Engineer URS Corporation Lakeshore Complex CCD Mr. Antonio E Pens . Planner it, City of Miami Planing (Fax - 305,416.144?) 5 3$rd Avarwe, Suite 150 Mr R. Richard Garcia, P . RGA. (Fax - 3ft5.59.5.7505) Fart,t LaudUd erdale, F< 33309-6375 Tel: 954.739.1881 Fax: 954.739.1789 Attachment • • 10/5/2007 Wagner Square MUSP Traffic Impact Study (Revised with URS Comments) rpr ekt RICHARD GARCIA & ASSOCIATES, INC RICHARD GARCIA & ASSOCIATES, INC. 13117 NW i07•9, Avenue: Unit 4 Hialeah Gardens, Florida 33018 Phone (305) 595-7505 Fax 305) 675-6474 October 5, 2007 ( • Raj Shanmugam, P.E. Senior Project Manager URS Corporation Lakeshore Complex 5100 NW 33rd Avenue, Suite l 50 Fort Lauderdale, FL 33309 SUBJECT: Wagner Square MUSP Traffic Study Revisions. Mr, Shanmugam: We have reviewed lhe comments offered on September 19, 2007, for the referenced project and have revised our analysis accordingly. We hereby offer the following responses to address the comments made. We have enumerated them consistent with her paragraphed items (1 through 5) as follows: 1. We have regenerated our analyses and have confirmed that the proposed land uses used in our study are consistent with the development descriptions. 2. We have reviewed the turning movement volumes and found no discrepancies. The only unbalanced approach we found was the northbound at NW 14th Avenue/NW 19th Street. This approach had 692 (677+15) vehicle per hour (vph) as opposed to (353+27+45) 425 from the South Intersection of NW 14,ti Avenue./NW 17Th Street. This seems to be a normal condition based on the existing parking 1at/driveway located Wagner Square MUSP • • RICHARD GARCIA & ASSOCIATES, INC northeast of NW 17Th Street which acts as a mid-b!ack sink node that it's a major traffic generator since it has approximately 900 parking spaces. Figure 1 below shows the parking lot/driveway. Figure 1: Parking Lot/Driveway . . . Pa rkintEtit 3. We have coordinated and agreed with URS the list of Committed Development. Although, we have included more detailed information of how the committed trips were dispensed in the analysis. 4. The Project Architect has been contacted and the turning path is included. Pease find the turning path on Appendix H. 5. The Transportation Control Measures Plan {TCM) can be found on page 24. In conclusion, the Wagner Square MUSP project will be maintained within the LOS standard of E. Additionally, the revised report included the analysis with consistent development descriptions, Revised Committed Traffic, and the revised Level of Service. Wagner Square MUSP • RICHARD GARCIA & ASSOCIATES, iNCx The atiached report includes the revisions stea above and any subsea ent f odiifcaflans. Sh;ou ` you have any questions. do not hesitate to call me. Respectfully Submitted, RICHARD GARCIA & ASSOCIATES, NC, Richard Garda, P.E. S' Wagner Square MUSP • ENGINEER'S CERTIFICATION I, Richard G arcia, P.E. # 54886, certify that 1 currently hold an active Professional Engineers License in the State of Florida and am omzpefent through education and experience to provide engineering services in the civil and traffic engineering disciplines contained in this report. In addition, the firm Richard Garcia & Associates, Inc. holds a Certificate of Authorization # 9592 in the State of Florida. ? further certify that this report was prepared by me or under my responsible charge as defined in Chapter 61 G15-18.001 F.A.C. and that all statements, conclusions and recommendations made herein are true and correct to the best of my knowledge and ability. PROJECT DESCRIPTION: PROJECT LOCATION: Wagner Square MUSP- Traffic Impact Study 1700 N.W 14tr Avenue Miami, Florida 33125 Florida Registration No, 54886 Date 4� Wagner Square MUSP • • Table of Contents ExecutiveSummary .......................................®......,...........................................,................... i itr€adcti........®...®...............®®.........,.®.,.,.,.,®.®..,....®,®.....,...®.....,......... .,,. 9 Project Description / Location 10 ExistingConditi0a.......... .......................................................>...............,........ ............. .......12 DataCollection..............................................................................................................................................12 Traffic Counts 12 Geometry 14 Signalization 16 LOS (Level of Service) 16 Intersection Analysis 16 Arterial Analysis 17 Project Traffic 18 Trip Generation 18 Trip Distribution 19 Traffic Assignment 19 Site Traffic 20 ProposedConditions (2010)21 Background Growth 21 Planned Roadway Improvements 22 Intersection Level of Service Analysis 22 Transportation Control Measures Plan (TC14 P)24 Corridor Level of Service Analysis 24 Conclusion.......................................................................................®25 Wagner Square IVMISP • • List i r-s Figure 1: L ocation Map, ,,,,,,,,,, ,,,, _._..__ .... .......... _ .... _...... ..... ............... ee-10 Figure2: Site Plan.......................................................................................................e..,...e......,,.,...e......,et z Figure 3: Existing PM Peak Hour TMC's (2007)..............................................................................e..,i3 Figure 4: Existing_Lane _Geometry_f.„._ _�,a�.. Figure 5: PM Peak Site Traffic.......................................................................e....,....,...,................-20 Figure 6: Growth Trend Chart 2 ? Figure 7: Proposed PM Peak Hour(2010).................................................... 22 Figure 8: Driveway Volume 23 List of Tables Table 1: Intersection Level of Service Summary 7 Table 2: PM Person Trip Corridor Analysis Summary 8 Table 3: PM Peak Hour Volume 13 Table 4: PM Existing Level of Service 16 Table 5: PM Existing Level of Service 17 Table 6: PM Trip Generation Summary 18 Table 7. Cardinal Distribution 19 Table 8: PM Peak Hour Traffic Distribution 19 Table 9: PM Proposed Level of Service 23 Table 10: PM Person Trip Corridor Analysis Summary 24 Appendices Appendix A: Trip Generation Appendix B: Trip Distribution Appendix C: Signal Timing, Factors, Growth Trends & Programmed Improvements Appendix D: Traffic Counts (TMC's & ATR) Appendix E: Committed Developments Appendix F: Transit Appendix G: Corridor Analysis (Person Trip) Appendix H: Turning Path, Intersection & Driveway Analysis Wagner Square MUSP • Executive Summary The subject project is located at 170o N.W. =4t Avenue in the City of Miami, Florida. The subject development is comprised of ro4 Dwelling Units of Residential Condominium, 330,299 square feet of Medical/De.utal Office, ao,343 square feet of Specialty Retail and 5,5oo square feet of Quality Restaurant development. The site is currently a Vacant. The Trip Generation calculations of this project revealed there will be 259 net vehicles per hour (vph) entering and 602 vph exiting during the PM peak hour. The subject project is located in TAZ 476 and has had the traffic assigned to the surrounding roadway using the MUATS Cardinal Distribution. Intersection traffic counts were collected, averaged and adjusted for peak seasonal conditions and used in the existing intersection analysis. This analysis was performed using the Synchro/SimTraffic traffic model to determine the existing and proposed Level of Service conditions. The intersection analysis revealed the following results: Table 1: Intersection Level of Service Summary Intersection Level of Service Summary lntersectian Existing(2007) Delay LOS Proposed (2010) Delay LOS 0.5 NW 19th Sreet & NW 14th Avenue 0.5 A A NW 17th Sreet & NW 14th Avenue 10.5 8 29.3 NW 17th Sreet & NW 15th Avenue 5.5 A 19.9 C NW 19th Sreet & NW 15th Avenue 7.8 A 7.8 A NW 17th Street W/O NW 14th Avenue (D/W 1) INBOUND ONLY NW 17th Street El0 NW 15th Avenue O/W 2 NW 15th Avenue N/O NW 17th Street D/W 3 eigagggglIgilliWalatikaf 7.6 A 7.7 A The results of the analysis contained in this report find that the levels of service thresholds are maintained within the LOS standard of E with the Person -Trip methodology. A corridor analysis was performed that follows the City of Miami's Person Trip Methodology The results of the corridor analysis reveal that all levels of service thresholds will be above a LOS E for the PM peak. Therefore, since sufficient roadway capacity exists within this project, the person -trip transit mode analysis was not determined, Wagner Square MUSP • Tables 2 .summarizes the results while the Person Trip tab contains the spreadsheet utilized to compute the seasonally adjusted existing condition, the future year (i.e, 20i0) background condition, the background and committed condition and finally, the proposed condition containing the cumulative effects. As such, sufficient Transportation Corridor capacity exists to support this development. T ble 2: P Person .Trip Corridor Analysis ua` mary ROADWAY .MODE P.OADWAY DIR MiAMs ADOPTED LOS CORRIDOR TYPE ROADWAY VEHICULAR CAPACITY PERSON- TRIP CAPACITY a 1 S PPV ROADWAY VEHICULAR VOLUME PERSON- TRIP VOLUME W 1.4 PPV EXCESS PERSON TRIP CAPACITY ROADWAY PERSON TRIP PROM TO EXISTING CONDITION (Seasonally Adjusted) .... NN7 14 AVE VEC LOS NW 11 ST NW 20 ST 56 E 2LD-COUNTY 1480 2368 524 733 1635 0.31 C NVV 29 5T NW 11 5T 18 E 2LD-COUNTY 1480 2368 587 794 1574 0.34 C NW 20 ST NW 12 AVE NW 22 AVE 51415 E 2L6-COUNTY 1489 2368 1201 1765 603 0.75 C NW 22 AVE NW 12 AVE EB E 2L0-COUNTY 1480 236B 1021 1429 939 0-60 C WITH BACKGROUND TRAFFIC j2009j NW 14 AVE NW 11 ST NW 29 ST SO E 2Li3-COUNTY 1480 2368 553 774 1594 0.33 C NW 29 ST NW 11 5T Na E 2LD-COUNTY 1460 2368 598 837 1531 0.35 C NNd 20 ST NW 12 AVE NW 22 AVE WO E 2LG-COUNTY 1480 2368 1330 1863 505 0.79 C NW 22 AVE NW 12 AVE EE E 2LD-COUNTY 1480 2368 1077 1508 860 0,64 C I'Thi BACKGROUND & COMMITTED TRAFFIC (.4 14 AVE NW 11 ST NW 29 ST SB E 2LD-COUNTY 1486 2368 565 776 1592 0.33 C NW 29 ST NW 1? 5T NB E 2LD-COUNTY 1480 2368 601 842 7526 0,36 G NW20ST NW 12 AVE NW 22 AVE WS E 2LD-COUNTY 1480 2368 1330 1863 505 0.79 C NW 22 AVE NW 12 AVE EB E 2L0-COUNTY 1480 2365 1077 1508 860 0.64 C 1TH PROJECT AND BACKGROUND & COMMUTED NZAFFIC NW 14 AVE NW 11 ST NW 29 ST S6 E 2LD-COUNTY 1480 2368 764 1055 1313 0.45 C NI9ST NW 11 ST N?5 5 2LD-00UNTY 1480 2368 753 1054 1314 0.45 C NW 20 ST NW 12 AVE NW 22 AVE WB E 2LD-COUNTY 1480 2368 1608 2252 116 0.95 E NW 22 AVE NW 12 AVE E6 E 2LD-COUNTY 1480 2358 1309 1832 536 0.77 C Wagner Square MUSP introduction The purpose of this study is to evaluate the associated traffic impacts with the proposed development of the site located between NW 15th Avenue and NW r4h Avenue on the north side of NW ran Street in the City of Miami, Florida. This report follows the methodology for a Major Use Special Permits (MUSP) utilized in the City of Miami. The traffic impacts to the adjacent roadways were evaluated as well as the intersections at NW r7tr_ Street/NWA" 14th Avenue, NVI' r7eh Street/NW �5th Avenue, NW 19th Street/NW 14th Avenue, NW i9th Street/NW 15th Avenue, and Site Driveway. These intersections were the most affected by this project and were discussed with. the City of Miami's Traffic Consultant during the project's scoping phase. This analysis was performed for the existing and proposed conditions during the PM Peak Hour. This report follows the methodologies adopted by the City of Miami's Person -Trip Analysis and conforms to the Institute of Transportation Engineer's (ITE) Trip Generation, and Traffic Impact Studies Manual. Lastly, this report has evaluated the following: Trip Generation • Traffic Distribution • Traffic Assignment a Traffic Counts Existing Level of Service a Proposed Level of Service • Recommendations Wagner Square MUST' • Project Description , Location The subject project is between NW 15th Avenue and NW iq.ttz Avenue on the north side of NW 17th, Street in the City of Miami, Florida. The following land use, as identified by the Institute of Transportation Engineers (ITE), most closely resembles the proposed development. These land uses are as follows: • Land Use 230: Residential Condominium with 104 DU (Dwelling Units) • Land Use 720: Medical/Dental Office with 330,299 Square Feet (SF) • Land Use 814: Specialty Retail with 10,343 SF • Land Use 931: Quality Restaurant with 5,500 SF Figure i depicts the site's location map, while Figure 2 is the proposed site plan. Figure 1: Location Map 1044 Wagner Square MUSP • Figure 2: Site Plan .ree,44,-mfor. grzawakeemisizwiye ...w.,rgarAftet.,00~014:-Arffire.. - Its MB rill - ..... IS ir 1 mums SAWN 11111M AIM NM— 1 I -41.1011.1. =MN* 01•111- litlinfl MR n I 1.4 rte .._ Niff _ - MIN 111-11En FeARP 4at. 01111.11, at. Aat 11* Wagner Square MUSP • Existing Condition The Existing conditions analysis identifies conditions of the current operational and geometric characteristics of the roadways within the study area, The purpose of this section is to provide a basis of comparison to future conditions. The proposed Condominium, Office space, Retail and Restaurant development was visited and inventoried. At the time information was collected regarding site .co.nditions.,._a.dj.a.c.ent.land.. us.es,..existin g.trathc....operation's,...arid._transp.ortation.fac.ihties..in the study area,........ Data Cottection Manual Turning Movement Counts (TMC) were taken at the nearby intersections identified below. These counts were done during the PM peak hour of 4:oo PM to 6:0o PM. The Turning Moving Counts (TMC's) counts collected were adjusted for peak seasonal variations by utilizing the Florida Department of Transportation Peak Season Correctional Factor, These calculations are included in Appendix D as Table: T-4, Moreover, these intersections would be the most impacted due to their close proximity to the subject location. Traffic Counts and operational characteristics were gathered at the following four intersections and site driveways: a NW 17th Street & NW 14`h Avenue • NW 17th Street & NW 15th Avenue • NW 19`h Street & NW 14th Avenue e NW 19th Street Ft NW 15th Avenue • Site Driveways Traffic Counts For the purposes of the corridor analysis, 48-hour Automatic Traffic Recorders were taken on Wednesday May 16th and Thursday May 17th, 2007. These counts were averaged, adjusted for peak seasonal conditions by utilizing the Florida Department of Transportation Peak Seasonal Correction Factor (PSCF) and Axle Correction Factors (ACF) of 1.05 and o.98 respectively. Tables 3 depict the result of the seasonally adjusted existing PM Peak hour traffic volume, respectively. These calculations are included in the tab labeled TMC's/ ATR in the appendix. 12* Wagner Square MUSP • Table 3: PM Peak Hour Volume ROADWAY EXISTING CONDITION (PEAK SEASONALLY ADJUSTED) GAR 8 PM Peak Hour Wednesday Thursday g 10 AVERAGE 11 NWI4AVE North ofNW 17 ST SB 517 501 509 NB 518 584 551 LINK 1035 1085 1060 NW 20 ST East of NW 14 AVE WB 1236 1215 1226 EB 965 1019 992 LINK 2201 2234 2218 Manual Turning Movement Counts (TMC) were taken at the nearby intersections surrounding the subject site. These intersections were discussed and developed during the scoping phase of the project with the City of Miami's Traffic Consultant. Figure 3 is a graphical representation of the existing PM T 1 C's that has been seasonally adjusted for peak annual conditions. Figure 3: Existing PM Peak Hour TMC's (2007) 1-� 41--� 5 13 4-y �21 2W 118fh Si Si 19—A 7 ti cno1"-• 45- 2' —27 61 —105 0 DM IS:h St 13® Wagner Square MUSP • � Geometry • NW 17th Street NW 17th Street is a two lane undivided non -state .road. It provides connectivity in the east -west direction. On -street parking is not permitted. • NW 19th Street NW 19`h Street is a two lane undivided non -state road. It provides connectivity in the east -west direction. On -street parking is not permitted. • NW 14th Avenue NW 14th Avenue is a four lane divided non -state road. It provides connectivity in the north -south direction and has an auxiliary left turning lane at NW 19th Street. On - street parking is not permitted. • NW 15'h Avenue NW 15th Avenue is a two lane undivided non -state road. It provides connectivity in the north -south direction. On -street parking is not permitted. Existing Lane Geometry The existing approach lanes are depicted in Figure 4 below. This figure also depicts the Synchro Model used to perform the intersection analyses. This model was created using an aerial photograph of the subject site and surrounding area. As such, it is a geometrically accurate depiction of the existing conditions. 14° Wagner Square MU`SP Figure 4: Existing Lane Geometry 15s Wagner Square MUSP Sign t nation NW 17th Street & NW 14th Avenue The existing signal timing was obtained from Miami -Dade County Signals and Signs Division. The existing PM Peak hour condition has a bo second cycle length. The PM Peak hour Signal Operating Plan (SOP) consists of a two-phase operation. The first phase provides north -south movement. This phase has So seconds of green indication followed by 4 seconds of yellow and i second of all red. The second phase is the east -west through movement. This phase has 20 seconds of green indication followed by 4 seconds of yellow and t second of all red. This is further documented in the Timing/Factors tab as Asset ID 5187. LOS (Level of Service) Intersection Anatysis Using the above TMC data an intersection Level of Service (LOS) analyses were performed for the peak seasonal existing condition and proposed with site traffic at the four intersections previously described using the Svnchro/SimTraffic software. The analyses were performed using the 2000 Highway Capacity Manual methodology for the PM peak condition. Table 4 provides a summary of the results while Appendix E provides the program output. Utilizing the above data the following existing LOS (Level of Service) was determined. Table 4: PM Existing Level of Service Intersection Level of Service Summary Intersection Existing (2007) Delay LOS NW 19th Sreet & NW 14th Avenue 0.5 A NW 17th Sreet & NW 14th Avenue 10.5 NW 17th Sreet & NW 15th Avenue 5.5 A NW 19th Sreet & NW 15th Avenue 7.8 A Wagner Square MUSP Arteria+. Anaiysis The existing condition arterial analysis was similarly performed for the PM peak hour. The results of the analysis are included in Appendix E and reveal the existing LOS of the adjacent roadway is at LOS C. Table 5: PM Existing Level of Service ROADWAY MODE RCF.CWAY DIR MIAMI AC20PTEC LOS I i ROADWAY CORRIDOR VEHICULAR TYPE CAPACITY PERSON- TP..]P CAPACITY 1.6 PPV ROADWAY VEHPCEILAR VOLUME PERSON- TRIP VOLUME e 1.4 PPV ......._ EXCESS PERSON TRIP -APACITY ................._.. ROADWA' PERSON TRIP FROI~71 TO EXISTING CONDITION ISeasonally Adjusted) .. - NW 14 AVE.. WO .. ?OS _..._.._. NW 11 ST NW 29 SI 55 5 2LD-COUNTY 1480 2368 524 733 E635 ©31 C NW 29 ST NW 11 ST NB E 2LC3-COUNTY 1480 2368 567 794 1574 0.34 C NW 20 ST NW 12 AVE NW 22 AVE W3 E ' 2LD-COUNTY , 1480 2368 1261 1765 503 0.75 C NW 22 AVE N'✓V 12 AVE EH E f 2LC-COUNTY ; 1480 2368 1021 1429 939 0.60 C Wagner Square MUSP Project Traffic The subject project is between ?N ' =5t1 Avenue and N the City of Miami, Florida. 4th venue on the north side of NW 1.7i11 Street in Trip Generation The trip generation characteristics for the subject project were obtained from ITE's Trip Generation Manual, 7th Ed. ITE's Land Use (LU) 230: Residential Condominium. LU 72o: Medical/Dental Office, LU 814: Specialty Retail and LU 93i Quality Restaurant were used to determine the trip generation rates for the proposed development The Trip Generation calculations results of the proposed development are summarized below. The ITE rates and percentages for the PM Peak Hour Trips are included in corresponding tab. Table 6 below summarizes the greatest traffic impact associated with the subject development, which occurs during the PM peak hour(s). Lastly, the trip generation was converted to net vehicle trip by utilizing the City's Person Trip Methodology. This methodology uses 16% vehicle occupancy, an 8.2% transit reduction factor and a 5.0 pedestrian/ bicycle reduction. These factors are consistent with the values used in the City's DRI — Increment II for the Brickell Area. Table 6: PM Trip Generation Summary Land Use (LU) Units ITE LU CODE PNE PEAK HOUR TRIPS ITE TRIP GENERATION RATE IN OUT TOTAL Trips Trips TRIPS Existing Vacant Proposed Resldentlal Condominium 104 DU 230 0.52 36 18 54 Medical/Dental Office 330.299 T.G.S.F 720 3.72 330 898 1229 Specialty Retail 10.343 T.G.S.F 814 2.71 12 16 28 Quality Restaurant 5.500 T.G.S.F 931 7.49 28 14 41 Site Trip Generation 407 945 1352 Project Internalization @ 10.0% Of Site Trips 41 95 135 Gross Vehicle Traps 366 851 1217 Vehicle Occupancy Adjustment @ 16.0% Of Grass Trips 59 136 195 Transit Trip Reduction @ 8.2% Of Gross Trips 30 70 100 Pedestrian/Bicycle Trip Reduction @ 5.0% Of Gross Trips 18 43 61 Net Vehicle Trips 259 602 861 18* Wagner Square MUSP Trip Distribution The Traffic Analysis Zone (TAZ) for the subject development is TAZ 476 as assigned by the Metropolitan Planning Organization's (MPQ). The County s TAZ are included in the corresponding tab. The ..corresp.onding traffic distributio. being assigned .to ..the following directions .are ..outlzne.d.in..Table 7.. The corresponding tab includes a TAZ Map and the corresponding Directional Distribution Summary for this zone utilizing the 2005 Cost Affordable Plan. Table 7: Cardinal Distribution DIRECTION DISTRIBUTION % NNE ENE ESE SSE SSW WSW WNW NNW TOTAL 10.83 11.82 20.45 5.64 12.07 12.31 14.55 12.33 100.00 Traffic Assignment The peak hour trips from Tables 6 has been distributed and assigned to the existing adjacent roads. As evident from trip generation calculations, the peak hour represents the worse case. Table 8 was developed to depict the PM Peak Hour Assignments. Table 8: PM Peak Hour Traffic Distribution NNE ENE ESE SSE SSW WSW WNW NNW 19* Wagner Square MLSP Site Traf The peak hour trips from Table 8 have been assigned to the adjacent intersections. Figure 5 depict the site traffic assignments to the surrounding intersections, respectively. Figure 5: PM Peak Site Traffic 2©e Wagner Square MUSP Proposed Conditions (2010 The proposed conditions were performed with site traffic. The existing traffic was grown with a background growth rate of 0.73 percent per year. This growth rate was obtained utilizing historical traffic counts data from the Florida_ Department of Transportation. Lastly, this growth rate was compounded over a three (3) year period having a build -out near of 2010. Background Growth Using the historical traffic counts data from the Florida Department of Transportation's Count Station 1146 a regression analysis was performed for the last ten (to) years of available data. The results indicate a growth trend rate of 0.73 percent from 2007 to the design year of 2010. As such, this growth rate was applied to the existing traffic counts to address background growth in the area. Figure 6 depicts the data graphically with its corresponding trend line. The count station data and analyses are included in Appendix C. 25000 ro co co 3 20000 ro 7 u 15000 10000 ro 5000 0 IMM Observed Gaunt —Fitted Curve —Log.(Fitted Curve) '* Annual Trend Increase: 159 Trend R•squared: 15.39% Trend Annual Historic Growth Rate: 0.79% Trend Growth Rate (2005 to Design Year): 073% Printed: 24 May-07 Straight Line Growth Option 1995 2000 2005 2010 2015 2020 2025 2030 Year 2035 Figure 6: Growth Trend Chart 21* Wagner Square MUSP • Planned Roadway improvements The 20o7 Transportation Improvement Program (TIP) was reviewed for possible roadway improvements near the subject project. The Capacity, Safety and Other Improvements Map in addition to the Reconstruction, Rehabilitation and Resurfacing (RRR) Improvements Map were evaluated for improvements within a three year horizon. Ultimately, there are no planned roadway improvements that would affect the proposed project. Consequently, the proposed conditions were based on the existing roadway geometry .................. .............................. intersection Level of Service Anatysis The Four (4) intersections were augmented with the background growth, and site traffic, from figure 5. This forms the basis for the proposed future condition. The calculations for the specific movements for each intersection are contained in Appendix E as Table 4. Figure 7 contains PM peak hour proposed condition with project traffic, while table 9 provides the project output Figure 7: Proposed PM Peak Hour (2010) N[D �Sa iEi 152--- > 158 22a Wagner Square MUSP • Table 9: PM Proposed Level of Service ersection Level of Service Summary Intersection Proposed Delay NW 19th Sreet & NW 14th Avenue NW 17th Sreet & NW 14th Avenue NW 17th Sreet & NW 15th Avenue NW 19th Sreet & NW 15th Avenue NW 17th Street W/O NW 14th Avenue {D/W 1) INBOUND ONLY NW 17th Street E/0 NW 15th Avenue D/W 2 NW 15th Avenue N/O NW 17th Street D/W 3 0.5 From the information included in Figure 7 above we performed a driveway capacity analysis for the site driveway. The driveway volumes were determined by the trip distribution analysis according to the ingress and egress calculations from the trip generation. Figure 8 depicts the driveways volumes. Lastly, the LOS analysis for the driveways resulted in a delay of 7.6 seconds on Driveway 2 (LOS A) and 7.7 seconds on Driveway 3. Note there is not LOS for Driveway a since it is inbound only. Again, the intersection analysis tab in the appendix contains the results of this analysis. Figure 8: Driveway Volume 152 23* Wagner Square MUSP • • Transportation Control Measures Plan (i C P) The developer recognizes the need to minimize the single -occupant Auto -Trip Based mode of transportation. As such, every effort will be made to promote the use of various modes available to this site. Such strategies as carpooling, ridesharing, and bicycle racks will be considered in keeping with the City's effort to alleviate traffic congestion. Additionally, information will be provided to residents and patrons of the transit system. Lastly, amenities will be designed that encourage all modes of transportation and minimizes traffic congestion levels. Corridor Levet of Service Analysis A corridor analysis was performed that follows the City of Miami's Person Trip Methodology. This methodology has been utilized in the City's Development of Regional Impact (DRI) — Increment II and has been accepted by both the FDOT and the South Florida Regional Planning Council. Lastly, this methodology is further detailed in the City's document: Transportation Corridors: Meeting the Challenge of Growth Management in Miami. The results of the corridor analysis reveal that all levels of service thresholds will be above a LOS E for the PM peak. Therefore, since sufficient roadway capacity exists within this project, the person -trip transit mode analysis was not determined. Table ao summarizes the results while the Person Trip tab contains the spreadsheet utilized to compute the seasonally adjusted existing condition, the future year (i.e. 2oro) background condition, the background and committed condition and finally, the proposed condition containing the cumulative effects. Lastly, the Arterial LOS is provided in the Person Trip tab of the Appendix. Table 10: PM Person Trip Corridor Analysis Summary ROADWAY MODE ROADWAY MIAM€ ADOPTED CORRIDOR ROADWAY VEHICULAR PERSON- TRIP CAPACITY ROADWAY VEHICULAR PERSON- TRIP VOLUME EXCESS PERSON TRIP ROADWAY PERSON TRIP 'WC FROM TO EXISTING CONDITION (Seasonally Adjusted) ........ DIR LOS TYPE CAPACITY • 1,6 PPV VOLUME e 1.4 PPV .......... ................... CAPACITY ..... - - _ LOS .....: NW 14 AViW. NW 11 ST NW 29 ST SS E 2LD-COUNTY 1480 2368 524 733 1635 0.31 C NW 29 ST NW 11 5T NB 0 2LD-COUNTY 1480 2368 567 794 1574 0.34 C _ NW20ST NW 12 AVE NW 22 AVE WB E 2LD COUNTY 1480 2368 1261 1765 603 0-75 C NW 22 AVE NW 12 AVE iTH BACKGROUND TRAFFIC (2009) . __.. NWI4AVE LB 8 2LD-COUNTY 1480 2368 1021 1429 939 0_60 C NW 11 ST NW29 ST SB E 2LD-CQIJNTY 1480 2368 553 774 1594 0.33 C NW 29 ST NW 11 ST NB 0 2LD-CQUNTY 1460 236e 598 837 1531 9.35 C NW 20 ST NW 12 AVE NW 22 AVE WE E 2LD-COUNTY 1480 2368 1330 1863 5A5 0 79 C NW 22 AVE NW I2 AVE WITH BACKGROUND & COMMITTED TRAFFIC NW 14AVE EB E 2LDCOUNTY 1480 2368 1077 1508 850 .. 3.64 .. C ..............: NW 11 ST NW 29 5T S. F 2LD-COUNTY 1480 2368 555 776 1592 0.33 C NW 29 ST NW 1 1 ST NB E 2LD-COUNTY '489 2368 601 642 1526 5.36 C N W 20 ST NW 12 AVE NW 22 AVE WO E 2LD-COUNTY 1480 2368 1330 1863 505 0.79 C NW 22 AVE NW 12 AVE W1714 PROJECT AND BACK €aROUND & COMMITTED ES E TRPaFFIC 2L0-COUNTY 1480 2368 1077 1508 860 0.64 C NW 14 AVE NW "€1 ST NYv' 29 ST SS E 2LD-COUNTY 1480 2368 754 1055 1313 0.45 C NW 29 57 NW 11 ST 6B l 2 D-COUNTY ?480 2368 753 1054 1314 0.45 C NW 20 ST NW 12 AVE 1165 22 AVE 698 2LDC0UNTY 1460 2368 1608 2252 116 9.95 5 NW 22 AVE NW 12 AVE ES 6 2LD-COUNTY 1460 236a 1309 1832 536 0.77 C 24* Wagner Square MLTSP Conclusion The results of the analysis contained in this report finds that the levels of service thresholds are maintained within the LOS standard of E for the Person -Trip methodology' for the roadway segment. Additionally-, all the intersections analyzed have acceptable Level of Service. The results indicated the intersections analyzed will have an LOS C or better condition. As such, sufficient roadway person -trip _capacity ex sts ta.support this ..c evelapme t,...... 25 Wagner Square MUSP • • Appendix A: Trip Generation Wagner Square IvIUSP Land Use (LU) Existing Vacant Proposed Residential Condominium Medical/Dental Office Specialty Retail Quality Restaurant Table: T-1 Wagner Square MUSP®REV Project Trip Generation Analysis Units 104 DU 330.299 T.G.S.F 10.343 T.G.S.F 5.500 T.G.S.F ITE LU CODE 230 720 814 931 ITE TRIP GENERATION RATE 0.52 3.'72 2.71 7.49 67 % 27% 44% 67% PM PEAK HOUR TRIPS UT Trips 36 330 12 28 o1 33% 73% 56% 33% Trips 18 898 16 14 TOTAL TRIPS 54 1229 28 41 Site Trip Generation 30% 407 70% 945 352 Project Internalization @ 10.0% Of Site Trips 30% 41 70% 95 135 Gross Vehicle Trips 30% 366 70% 5 Vehicle Occupancy Adjustment @ 16.0% Of Gross Trips Transit Trip Reduction @ 8.2% Of Gross Trips Pedestrian/Bicycle Trip Reduction @ 5.0% Of Gross Trips 30% 30% 30% 30 70% 18 70% 70 43 1217 195 100 61 Net Vehicle Trips Net Person Trios in Vehicles Net Person Trips in Transit @ Net Person Trips (Vehicle and Transit Modes) Net Person Trips (Walking/Bicycling) 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 30% 30% 30% 30% 405 NOTES: Trip Generation from ITE 7th ED. Transit trip reduction adjustment taken from SE Overtowrn due to close proximity (Ref: Table 21.C1- Transit Moda[ Split Increment II) 602 861 ' 32 F: SQ-'' re MUSP : 000sed Summary of.., .;_ Fp Ge':e."a'=i -� Calc lat For 1304 Dwelling Units of Residential Condom niu_r / w'hj m October 02, 2007 Average Standard Adjustment tme__t Driveway Rare Deviation actor Volume Avg. Weekday 2-Way ,,o!urr.e 5.66 3.09 1.33 609 7-9 AM Peak Hour Enter 0,07 0.00 1.00 7-9 M Peak :o'er Ex:_t 0.37 0,00 1.00 36 7-9 A Peak Hour Total 0.44 0.69 1.00 46 4-...6 PM..Pe.ak Hour E.nt.er 0,35 3 ..0.0 1...0.0 3.6 4-6 PM Peak Hour Exit 0.17 0.00 1.00 18 4-6 P.M Peak Hour Total 0.52 0.75 1.00 54 AM Pk Hr, Generator, Enter 0.08 0,00 1.00 8 A4 Pk Hr, Generator; Exit 0.36 0.00 1.00 37 AM Pk Hr, Generator, Total 0.44 0.68 1.00 46 PM Pk Hr, Generator, Enter 0.33 0.00 1.00 34 PM Pk Er, Generator, Exit 0.19 0.00 1.00 20 PM Pk Hr, Generator, Total 0.52 0,75 2.00 54 Saturday 2-Way Volume 5.67 3.10 1 . 00 590 Saturday Peak Hour Enter 0.25 0.00 1.00 26 Saturday Peak Hour Exit 0.22 0.00 1.00 23 Saturday Peak Hour Total 0.47 0.71 1.00 49 Sunday 2-Way volume 4.84 2.71 1,00 503 Sunday Peak Hour Enter 0.22 0.30 1.00 23 Sunday Peak Hour Exit 0.23 0.00 1.00 24 Sunday Peak Hour Total 0.45 0.70 1.00 47 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003, TRIP GENERATION BY MICROTR/1NS 032 Scmare musP_Proposed Summary : :: > ?; JP Generation Ca1co1.a on For 330.299 T:h. Gr. So. Fn. 0. _aed cal -Dental office Build [ ro_c or 02, 2007 _ veroge ?".ate ✓evgat+on Avg. Weekday 2--Wray Volume 36.13 l'o. 8 /-9 RM Peak Hour Enter 1.96 0.00 7-9 AM Peak Hour Exit .0.52 0.00 -9 zzr9 Peak Hour Total 2.48 1,94 s 00........ a..00. 4-6 3M Peak hour Exit 2.72 0.00 4-6 PM Peak Hour Total 3.72 2.50 AM Pk H.r, Generator, Enter 2.39 0.00 50 6k Hr, Generator, .Exit 1.23 0.00 AM Pk Ho, Generator, Total 3.62 2.38 PM Pk Er, Generator, Enter 1.78 ©.00 PM Pk Er, Generator, Exit 2.67 0.00 PM Pk Er, Generator, Total. 4.45 2.50 Saturday 2-Way volume 8.96 9.17 Saturday Peak Hour Enter 2.07 0.00 Saturday Peak Hour Exit 1.56 0.00 Saturday Peak Hour Total 3.63 1.93 Sunday 2-Way volume 1,55 1.80 Sunday Peak Hour Enter 0,21 0.00 Sunday Peak Hour Exit 0.19 0.00 Sunday Peak Hour Total 0.40 0.00 Thst len'" Factor Driveway ay Volume 1.00 11934 2.00 647 1,'00 172 1.00 819 .�..0..0O 33..0 _,00 898 1.00 1229 1.00 789 1,00 406 1.00 1196 1.00 588 1.00 882 1.00 1470 1.00 2959 1,00 684 1.00 515 1.00 1199 1.00 512 1,00 69 1.00 63 1.00 132 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS 07 032 Waaner 5q,jare MUS r oposeo Summary of „rip Generation Cal cu.,_a. _.,.':i:. cr 10,343 T , :. L,_... al Sp-'" � a r, ;eta_ October. 02, 2007 Average Kate Deviation Adjustment D _ , ... y Peekda 2-Wa`. Volume 44.32 15,52 1.00 458 7-9 AM Peak Hour Enter 0.00 0_ 00 1.00 i 7-9 014 Peak Hour Exit 0.00 0,00 _ 7-9 AM Peak Hour Total 0.00 0.00 1.00 0 r c . J .1 4-6 PM ,Peak Hour Exit 1.52 0.00 1.00 16 4--6 PM Peak Hour Total 2.71 1.83 1.00 28 AM Pk 9r, Generator, Enter 3.28 0.00 1.00 34 A/4 Pk Hr, Generator, Exit 3.56 0.00 1.00 3 , AM Pk Hr, Generator, Total 6.84 3.55 1.00 71 PM Pk Hr, Generator, Enter 2.81 0.00 1.00 29 PM Pk Hr, Generator, Exit 2.21 0.00 1.00 23 PM Pk Rr, Generator, Total 5.02 2.31 1.00 52 Saturday 2-Way Volume 42.04 13,97 1.00 435 Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 Sunday 2-Way Volume 20.43 10.27 1,00 211 Sunday Peak Hour Enter 0.00 0.00 1.00 0 Sunday Peak Haar Exit 0.00 0.00 1.00 0 Sunday Peak Hour Total 0.00 0.00 1.00 0 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTIN ,✓ _✓2 ..,ti :ii.C'.., :' uare M139io c ed Sum mar o General..1r. C_. 1 ron For 5.2r.? 00 .,Gy.S-; , ca3 C.� __a1it`-Restau''alit October 02, 200 Average SYaniard . -tmer: Driveway s Rate DeviaL o n Factor .o'urr Ave. Weekday 2-Way Volume 89,95 36.81 1.00 495 7-9 AM Peak HouL Enter 0.00 0.00 1.00 0 AM Peak Hour Exit 00 0 00 0 0 7-9�..;v vJ _.``1v 7-9 AM Peak Hour Total 0.81 0.93 1,00 4 d. A-6 PM Peak Hour Exit 2.47 0.00 1.03 14 4-6 PM Peak Hour Total 7.49 4.89 1.00 41 AM Pk Pr, Generator, Enter 4.57 0.00 1.00 23 AM Pk Er: Generator, Exit 1.00 0.00 1.00 6 AN Pk Mr, Generator, Total 5.57 3.79 1.00 31 PM Pk Hr, Generator, Enter 5.59 0.00 1.00 31 PM Pk Hr, Generator, Exit 3.43 0.00 1.00 19 PM Pk Hr, Generator, Total 9.02 4.55 1.00 50 Saturday 2-Way Volume 94.36 34.42 1.00 519 Saturday Peak Hour Enter 6.38 0.00 1.00 35 Saturday Peak Hour Exit 4.44 0.00 1.00 24 Saturday Peak Hour Total 10.82 4.38 1.00 60 Sunday 2-Way Volume 72.16 32.35 1.00 397 Sunday Peak Hour Eater 5.28 0.00 1.00 29 Sunday Peak .our Exit 3.10 0.00 1.00 17 Sunday Peak Hour Total 8.38 3.88 1.00 46 Note: A zero indicates no data available. Source: institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS 07-032 a - Square MUS .roc :ese,c Summaryo Pass-Bv For u.500 .'�,pi.fl "'u.�of Qaoli:y Restaurant O t for 02, 2007 Average Weekday Driveway Volume Pass-,3 7-9 AM Peak Hour Enter _ 0 .7..-9......P4?7.n.;�...a.k._ 6-a.u.;a_ Exit .. ................ ................ ._ r.......... ................. ......._.)................. 7-9 Ai` Peak Hour Total 4 0 4-6 PM Peak Hour Enter 4-6 PM Peak Hour Exit 4-6 281 Peak -;our Total Saturday 28 12 14 6 41 18 Volume Added to Adjacent Streets 16 a 23 Saturday Peak: Hour Enter 35 0 35 Saturday Peak Hour Exit 24 0 24 Saturday Peak Hour Total 60 0 60 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation Handbook, March, 2001 TRIP GENERIATION BY MICROTRANS AREA TABLE 21,C11 DOWNTOWN MIAMI DRI UPDATE - INCREMENT 11 TRANSIT AND PEDESTRIAN MODE SPLITS 1 f-Sep-2OU i TRANSIT MODAL/SPLIT [11 PEDESTRIAN INCREMENT I INCREMENT 11 REDUCTION [2] OMNI CBD BR1CKELL SE OVERTOWN 11, 7 %' 23.3% 14.3% 8.3% 14.9% 10.0% 22.6% I 10.0% 14.1% 15,0% 8.2% N/A NOTES: . [1] TRANSIT MODAL SPLITS BASED ON APPROVED RATES USED iN THE ORIGINAL DOWNTOWN MIAMI DRI. [2] PEDESTRIAN AND BICYCLE TRIP REDUCTION BASED ON AREA CHARACTERISTICS AND DISCUSSIONS WITH CITY OFFICIALS. 21-77 SO? URGE: KEI T H ACID SCHNARS, P.A. n:' ranpien;prciects'°:2001 1 716';iables\cbd2p n.wk4 4 * 9 Appendix B: Trip Distribution Wagner Square MUSP 22ND Project Site N 464 18TH 17TH 16TH 16TH A a3 74 7:5, . - - _1_9TH 15TH 751 71 19TH 197 18TH 17-111.:\ IM 476 4 14TH 477 • .„ 483 :8 485 19T - 478 484 .7r 488 NEW 48 131-1 co Miami -Dade '"-ranspor,ation Plan (to the Year 2030) Directional Trip Distribution Report January 2005 Prepared by: fl Gannett Fleming In association witl: PACO Group Public Financial Management Media Relations Group Z- ade rnferim 7 00.1 Cost easi le ?Plan DIRECTIONAL DT ST T cN suyvRy CARDINAL nIRECTIONS ,.�..� SSESSW 143T WNW NNW TOTAL 466 TRIPS 1137 651 1260 1365 2074 1407 1065 1057 9016 PERCENT 12.61 7.22 13.98 15._4 11.91 15_61 11.81 _1_72 467 TRI S PERCENT 13.04 5.93 9.78 16.56 12.72 18.45 12.81 10.60 400 182 300 511 390 566 393 325 31167 468 TRIPS 204 91 286 4..1 224 275 286 190 1967 PERCENT 10.37 4.63 14.54 20.89 11.39 13.98 14.54 9.66 469 TRIPS 204 204 131 330 226 238 378 222 1933 PERCENT 10.55 10.55 6.78 17.07 11.69 12.31 19.56 11.48 470 TRIPS 421 190 172 500 549 602 438 385 3257 PERCENT 12.93 5.83 5.28 15.35 16.86 18.48 13.45 11.82 471 TRIPS 172 77 62 159 192 225 155 152 1194 PERCENT 14.41 6.45 5.19 13.32 16.08 18.84 12.98 12.73 472 TRIPS 74 43 108 170 116 124 120 84 839 PERCENT 8.82 5.13 12.87 20.26 13.83 14.78 14.30 10.01 473 TRIPS 81 42 122 186 103 109 91 123 857 PERCENT 9.45 4.90 14.24 21,70 1.2.02 12.72 10.62 14.35 474 TRIPS 108 50 122 121 107 165 104 108 885 PERCENT 12.20 5.65 13.79 13.67 12.09 18.64 11.75 12.20 475 TRIPS 281 157 279 186 266 360 226 238 1993 PERCENT 14.10 7.88 14.00 9.33 13.35 18.06 11.34 11.94 1476 TRIPS 536 585 1012 279 597 609 720 610 4948 PERCENT 10.83 11.82 20.45 5.64 12.07 12.31 14.55 12.33 477 TRIPS 2001 740 1161 348 1239 1661 1194 1297 9641 PERCENT 20.76 7.68 12.04 3.61 12.85 17.23 12.38 13.45 478 TRIPS 336 155 334 83 189 320 320 377 2114 PERCENT 15.89 7.33 15.80 3.93 8.94 15.14 15.14 17.83 479 TRIPS 6691 2950 3701 2832 5635 7805 6246 5979 41839 PERCENT 15.9E 7.05 6.85 6.77 13.47 18 _ 665 14.93 14.29 480 TRIPS 2157 1389 1398 659 1800 2264 _744 1816 13237 PERCENT 16.30 10.49 10.56 5.05 13.60 17.10 13.18 13.72 - 32 - 1/18/05 NNE ENE ESE SSE SSW. WSW.: WNW NNW Table: T-2 Wagner Square MUSP_REV Project Cardinal Distribution (TAZ 476) 10.83 11.82 20.45 5.64 12.07 12.31 14.55 12.33 100.00 Note: Based on MUATS & Year 2025 Plan Update, Technical Report: Directional Trip Distribution Year 1999 Model Validation and 2005-2025 Cost Affordable Plan, Date: December 31, 2001 obtained from Miami Dade MPO. 28 65 31 71 53 123 14 34 31 73 32 74 38 88 32 74 259 602 Total 93 102 176 48 104 106 126 106 861 Traffic Assignment Percentage North 23.16 East 32.27 South 17.71 West 26.86 Total Tabe�T'3 Wagner Square REV __ Traffic Assignment 28+32=8O 86+74=130 199 3i+53=84 71+123=1Q4 278 152 32+3O=7O 232 TOTAL 259 SO2 861 Wagner Square MUSP_REV Traffic Assignment Figure: A 60 139 162 < <Ij84 70 => => 194 107 45 07-0 2 VVagner Square MUSP PWi Site Traffic • • Appendix C: Signal Timing, Factors, Growth Trends & Programmed Improvements 289 Wagner Square. MUSP Project Site i8TH 11 ] € -r Sery cc 3*f- ] 1 cYc0E , 70Y. xvb I :AM 1 P ilONITE KY= KEY i, XEY 1 KEY i 1 II ,_�_4� PMASE 11 z MIN 3a- 0 3Q 0 7 0 0 0 II Pap C) it S PFn = C C 0 ' f.... li -7 PASSAGIU 7.7 7.0 0.0 2.5 0,4 0.0 0,0 6.0 11 0 P±^ oe Ude-a 2.=, y vvkY- y C C 2C 0 C 0 1 1 Pta. Phase= Aged , ,q, , I V D 0 6 C C if 2 Ve,, GG Ns5-ACC. i. :3, 11 20 YEL 7,0 4,0 0.0 4.7 0,0 P.a 0.0 0-0 11 5 Start-i?'a 2522 ,2, 11 a4 mtv 0,0 1.0 0.0 1,0 ❑.d 7,7 7 7 4.0 it 4 9ta--iJp Yellow --- .:.A---._. ---a------.._....___gym ...—!! 7 Start-2o &ea !I ,I,? ?DUXg$�'SON SIGNA . 7..AL LOGIC i1 & Lock DaL. 11 1 04.56e 5, Phz-ce 1-4, xagt 0) II B M _ Recall .S, ------------11 17 Max_ Re:nil 11 { Pbaee(Q/l) 1(A) 2(E) ! 3(C) it 1 Ufa? 1[ 11 Pia, =txi II i1'�_.,------ �er'a,p e______..m. __----- ,vim, ,s.- 11 (Mnde 0, Phaae R, 8aac 1) ^ 1 2 CJL piga. 1. , 1I 11 2 6/1., Aeeign- 2 11 11 Dot. M taping 11 1 !„...„,„....rna== ..„ma®=aa___®-.®==_==s,_----- .===mm_m,.--a:_o..=..___96__r®---m I 1 5. ] 1 AbDITION0 BQ2IP?KS$2'. I i !I I1 i 1 FF2AYZ 4 HAS P=7 P-B, OWNX II 11 If 11 it 11 li 11 11 II II !I i 11 11 1 II 1 11 II I! 11 II II j1 unties: I 11 „ T-C_C- may ove2'x':,de: Max., Dffee6, 11 1 II CYC/e uezarh lied Wk.e Clo=k- II II' 11 2, Cortrollsr ie Tell0 Tiax- 7 75'`-:C MAD. II II II 0. Blank, X az - =An zero as N/A } I Designed v - �'- �ca� »�$.._..�MnitaT 2.8 90, 1 DFwa C4t,N PUBLIC WA710 tR A'A :',Ne 11 te�._t: 4: S1S7 ; F I I Sy ICCtiC3F r= 1b6 I 11 '_:tri :: 3 0 0 0 7 ij o07IVV5 b PlLa ing Wa1kt 2 walk C1ea2 Prot 5 Dual Z..tzy 6 COnditipnal 8es-v_ 7 M th St. P114GCs ,2r i r, 3 r Start-LTS Flash .10 MUN1D 'lash 7'5 it seq. F'.xs.ng P1_ 12 Keyboard O77. -0 YES b3 7C+Pod- Enable 11 II 11 fit If 11 11 11 11 11 11 7C- PED 1! (Mario ❑, #]aerie 5, Pale Ci 1i 11 5 Walk a 11 s Pea, Clear 0 11 acx-�0 ay } ,� �-- late ? t`�'# I InUczeertio� 0E; i4_ NV 14 Pif2 & NW 17 ST II p:Asein5 12 1 1! Deter41? /' • PHASE: 07032 Wagner q 1P P.Arenu.e 1,,PW 17 — StrePt. py raI TT-rnr1- Assed ID* 5187 G(w) G(f) G(g) G(total) R SPLIT cp 6)° • 0 Traffic Trends - V2.0 SR 933/SW/NW 12 AVE -- 200N OF NW 20 ST PIN*, Location 30000 973215-1 1 County: Station Highway: 25000 - (4 a) 3 20000 - a) 47- 9-„,, 15000 IL" (1, 0 10000 cn 5000 0 Observed Count Fitted Curve Log. (Fitted Curve) 7 1995 2000 2005 2010 2015 2020 2025 2030 Year " Annual Trend increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2005 to Design Year): Printed: 159 15.39% 0.79% 0.73% 16-May-07 Straight Line rowth Option 2035 Marti (87) 1146 SR 933/SWiNVV 12 AVE Traffic (ADT/AADT) Year Count* Trend' 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 19500 20400 20300 22000 19500 21500 23000 23000 21000 22500 19800 20300 20500 20700 20800 21000 21100 21300 21500 21600 21800 21900 2007 Opening Year Trend 2007 N/A 22300 2008 Mid -Year Trend 2008 N/A 22400 2010 Design Year Trend 2010 N/A 22700 TRANPLAN Forecasts/Trends *Axle -Adjust ei Florida Department of Transportation Transportation Statistics Office 2005 Historical AADT Report County: 97 -- DAD% Site; 1146 SR 933/SW/NW 12 AV, 200' N NW 20 ST Year AADT Direction 1 Direction 2 K Factor. D Factor T Factor 2005 C 19900 N 10500 S 9300 0.09 0.54 5.7.0 2004 C 22500 N 12500 S 10000 0.09 0.53 5.10 2003 C 21000 Ed 11500 S 9500 0.09 0.53 5.80 2002 C° 2.3000 N 12000 S 11000 0.10 0.52 4.00 2001 C 23000 N 12500 S 10500 0.08 0.54 7.70 2000 C 21500 N 11000 S 10500 0.08 0.53 4.70 :1999 C 19500 0 10500 S 9000 0.09 0.53 5.40 :1998 C 22000 N 11000 S 11000 0.09 0.53 3.30 1997 C 20300 N 11000 S 9300 0.09 0.65 2.70 1996 C 20400 N 10500 S 9900 0.09 0.53 3.90 1995 C 19500 N 9600 S 9900 0.08 0.63 5.40 1994 C 20300 N 10500 S 9800 0.09 0.60 4.40 1993 C 25000 N 11000 S 14000 0.00 0.00 0.00 1991 20144 N 9888 S 1.0255 0.00 0.00 0.00 1990 27487 N 3.3826 S 13661 0.00 0.00 0.00 1989 18159 N 9045 S 9114 0.00 0.00 0.00 1988 466E16 N 23889 S 22797 0.00 0.00 0.00 1987 19266 N 9724 0 9542 0.00 0.00 0.00 1905 32634 N 17543 5 15091 0.00 0.00 0.00 AAIJT Flags: C = Computed; E Manual Estirater F = First Year. Estimate S - Second Year Estimate; T - Third Year Estimate; X - Unknown 2005 Peak 5eeswn Pact.= Categc08v RefT.,f V *te 6701 01-0_-07,.. SOUTH 65 M O i s Q.58 0 1/ 01i 2005 2 fl/ 02/2'0 '05 30E/0Q 20 5 4 01 6/200.55 01/23/2005 6 01 /30/2005 02/05/2005 * 8 02/13/2005 4-9 02/20/2005 *10 02/27/2005 *11 03/06/2005 *12 03/13/2005 03/20/2005 *14 03/27/2005 *15 04/03/2005 *15 04/10/2005 *17 04/17/2005 *16 04/24/2005 19 05/01/2005 20 05/08/2005 _23 05115/2005 22 05/22/2005 23 05/29/2005 24 05/05/2005 25 06/12/2005 26 05/15/2005 27 06/26/2005 - 28 07/03/2005 - 29 07/10/2005 - 30 07/17/2005 - 31 07/24/2005 - 32 07/31/2005 - 33 08/07/2005 - 34 06/14/2005 - 3- 08/21/2005 - 36 OB/28/2005 - 37 09/04/2005 - 35 09/11/2005 - 39 09/15/2005 - 40 09/25/2005 - 41 10/02/2005 - 42 10/09/2005 - 43 10/1E/2005 - 44 10/23/2005 - 45 10/30/2005 -- 46 11/05/2005 - 47 11/13/2005 - 48 11/20/2005 49 11/27/2005 - 50 12/04/2005 - 51 12/11/2005 - 52 12/16/2005 - 53 12/25/2005 -- * Peak SaaSo1 - 01/01/ /0,!5 - N_/00/ 0 5 - 01/22/2005 - 01/23/2005 -- 02/05/2005 - 02/12/2005 - 02/19/2005 -- 02/26/2005 - 03/05/2005 - 03/12/2005 -- 03/19/2005 - 03/28/2005 - 04/02/2005 - 04/03/2005 - 04/16/2005 - 04/23/2005 - 04/30/2005 05/07/2005 - 05/14/2005 05/21/2005 05/28/2005 06/04/2005 06/11/2005 0E/16/2005 06/25/2005 07/02/2005 07/09/2005 07/16/2005 07/23/2005 D7/30/2005 08/066/2005 06/13/2005 06/20/2005 08/27/2005 09/03/2005 09/10/2005 09/17/2005 09/24/2005 10/01/2005 10/0B/2005 10/15/2005 10/22/2005 10/29/2005 11/05/2005 11/12/2005 11/19/2005 „ /26/2005 12/03/2005 12/10/2005 12/17/2005 .12/24/2005 62/31/2005 15-..-b-2006 13:26:04 :aye 2 of 8 0.97 0.99 0.99 1.01 lL2ti'• 1.01 1.00 0.99 .99 0.96 0.58 0.98 0.98 0.96 0,98 0.98 0.98 0.98 0.99 1.00 1,01 1.02 1.03 1.02 1,01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.01 _.01 1.01 1.01 1.01 0 I,v1 2.02 1.04 1.06 1.07 1.09 1.07 1.05 1.03 1.01 0.96 0.98 0,98 0.97 0.97 0.96 07 1.93 1.02 1.01 1.'00 _.00 -.00 _.00 1,00 1,00 _,0C 1.00 1.01 1.02 1,03 1,04 1.04 1.03 1.03 1,02 1.02 1.02 1.02 1.02 1.02 1.03 1.03 1.03 1.03 1_03 1.03 1.03 1.04 1.06 1.06 1.09 1.11 1.09 1.07 1.05 1.03 .1.00 1.00 1.00 0,99 0.99 1.01 1,04 830092 i , 0, 0 71 65 70'_= h5___S00. 00 2005 Neekiv Axle _.ace.-_ _ -. - Repo 1/9 _335 2 01-02/2005 _/09 20L.. 4 „1/16/2005 0 1/ 2 3. _ 0 0 6 01/30/2005 2 /06/2, :<5 ,/13/2CU. 02/ 20/2005 -.� 02/27/2005 1 _ ;/06/2005 0 /13/2005 13 03/20/2005 G3/21/20. 04/03/2005 16 04/10/2005 17 04/17/2005 18 04/24/2005 19 05/01/2005 20 05/08/2005 21 05/15/2005 22 05/22/2005 23 05/29/2005 24 06/05/2005 25 06/12/2005 - 25 06/19/2005 - 27 06/26/2005 - 28 07/03/2005 - 29 07/10/2005 - 30 07/17/2005 - 31 07/24/2005 - 32 07/31/2005 - 33 08/07/2005 - 34 06/14/2005 - 35 08/21/2005 - 36 08/28/2005 - 37 09/04/2005 - 38 09/11/2005 - 39 09/18/2005 - 40 09/25/2005 - 41 10/02/2005 - 42 10/09/2005- 43 10/16/2005 -- 44 10/23/2005 - 45 10/30/2005 - 46 11/05/2005 -- 47 11/13/2005 - 48 11/20/2005 - 49 11/27/2005 - 50 22/04/2005 - 51 12/11/2005 - 52 12/18/2005 - 53 12/25/2005 - - - 1/2212095 - 01i2 /2005 - - 02/12/2005 - 02/19/2005 - 02/26/2005 - 03/05/2005 - 03/ 12 / 2 0 0 5 - 03/19/2005 -- 03/25/ 2005 - 05./ 02:2.00..5 - 4/09/2005 - 04/16/2005 -- 04/23/2005 - 04/30/2005 - 05/07/2005 - 05/14/2005 -- 05/21/2005 - 05/2B/2005 - 06/04/2005 - 06/11/2005 06/18/2005 06/25/2005 07/02/2005 07/09/2005 07/16/2005 07/23/2005 07/30/2005 08/06/2005 08/13/2005 08/20/2005 08/27/2005 09/03/2005 09/10/2005 09/17/2005 09/24/2005 10/01/2005 10/08/2005 10/15/2005 10/22/2005 10/29/2005 11/05/2005 11/12/2005 11/19/2005 11/26/2005 12/03/2005 12/10/2005 12/17/2005 12/24/2005 12/31/2005 17-Mar-2006 12:40:11 5737 0.96 9.96 0,98 0,96 0.96 0.98 0.96 0.98 0'.96 0.96 0.96 .96 ,.96 0.36 0.96 0.96 0..96 0.96 - 0.95 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 3.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 .98 0.98 0.93 ..98 0.92 0.98 0,98 0.98 0.98 0.98 0.58 0,98 0.98 0.98 0.98 _98 0.98 0.98 0.98 3.98 0.98 0.98 0..98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0,98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 8739 094 0.94 0.94 0.9. 0 D.9.1 94 0.94 0.94 0.94 0.94 O . 9 4 0,94 0.94 0.94 0.94 0.94 0.34 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 4.94 0.94 0.94 0.94 0.94 0.94 94 0.94 0.94 0.94 0.54 0.94 4.94 0.94 0.84 0.94 4.94 0.94 Page 10 of 18 555R.PT [1,0,0,21 62,7_AXT/.274 • 7. • Appendix D: Traffic Counts (TMC's & ATR) Wagner Square MUSP • Table: T-4 Wagner Square IVIUSP_REV INTERSECTION APPROACH VOLUMES 2 z 0 i= u 411 co cu iff r- f NTERSECTION NAME APPROACH MOVEMENT PM PEAK HR COUNT Date of Count P - 0900 PM PEAK SEASONAL ADJUSTMENT BACKGROUND GROWTH @. 0.73% FOR 3 Years Committed Developmen 5 • • • • • : Net Traffic mffo Project Traffic Site Traffic (VPH) Total Traffic (VP1-) 2 3 4 5 6 1 a 5 fa 44 z u MW 19th Sfeet 8 NW 141h Avenue SOUTHEOUND SER 15 r-- 0 0 cv T.--- c 2 o d 1,05 16 0 0 16 0 16 SBT 308 1.05 323 7 0 331 59 190 SBL 0 1.05 0 0 0 0 TOTAL 323 339 7 0 347 59 496 WESTBOUND WEIR 0 1.05 0 0 0 0 WET 0 1.05 0 0 0 0 WBI.. 0 1.05 0 0 0 0 TOTAL 049 0 9 0 0 ! NORTHBOUND NER 0 1.05 0 0 0 . 0 • 0 NOT 46 1.05 57'7 15 0 692 70 762 NBL • 14 1,05 15 0 0 15 0 15 TOTAL 889 692 16 0 707 70 777 EASTBOUND ESR • 7 1.06 7 0 0 8 . 0 EBT 0 1.05 6 0 0 0 :0 0 EBL 18 1.05 19 0 - 0 19 0 19 TOTAL 26 26 1 9 27 0 27 TOTAL 1007 1057 23 0 1081 12)1 1210 2 ,.. NW171hSrs4& NW 141h Avenue SOUTHBOUND ...._ SBR ........_ 34 0 g - fo — ,„ 3 2-, o 2'-,' ,,i r, 3 0.745 ij 1.05 36 _ 1 137 - 739 96 SBT 292 1.05 307 7 0 . 313 . 313 SEL 35 1.05 37 1 0 38 : 0 38 lOTAL 361 379 8 1 399 •, 59 447 WESTBOUND WEB 26. 1.05 27 1 28 . a 26 WET 59-• 1.06 51 1 1 62 . 12 75 WEL 100 1.05 105 2 0 167 : 0 107 TOTAL 184 193 4 1 198 12 210 NORTHBOUND NBR 25 1.05 26 1 0 27 0 27 NBT 336 1.05 3 3 a n 361 0 331 NEL 6 1,05 6 2 0 e 76 TOTAL 367 379 9 2 3 68 464 EASTBOUND EBR. 3 1,05 3 0 4 184 186 EBT 10 1,05 11 2 30 42 EEL 43 1.05 45 1 0 46 70 116 TOTAL 56 69 1 2 62 264 346 TOTAL 968 1010 228 10.45 423 1468 ORicitard Garcia and Associates, Inc_, 2005 0/3.12007 Table: T-4 Wagner Square MUSP_REV INTERSECTION APPROACH VOLUMES Ci z 6 0 r- w cc u-1 1- _, INTERSECTION NAME APPROACH MOVEMENT PM PEAK HR COUNT Hate of Count PHF PSCF PM PEAK SEASONAL ADJUSTMENT BACKGROUND GROWTH @ 0.73A FOR 3 Years Committed Developments '.. Net Traffic w!o Project Traffic Site Traffic (VPH) Total Traffic {VPHI F 2 3 4 5 9 7 5 9 19 13 IZ 1] 3 NW 17th Sreet & NW 151h Avenue SOUTHBOUND SBR 6 r ro itii74 �, v 6 d 1.05 j 6 0 0 6 0 8 SBT 22 1.05 23 1 0 24 Gd 7a SBL 11 1.05 12 0 0 12 67 i9 TOTAL 38 41 1 0 42 '', 161 193 WESTBOUND WBR 14 1.05 15 0 0 15 ''.. 0 15 WET 36 1.05 38 1 1 40 • 61 121 Wei, 20 1.05 21 0 0 21 40 61 TOTAL 70 2 1 76 121 197 NORTHBOUNDNOT NOR 25 1.05 26 1 1 28 35 63 34 105 36 1 0 36 20 55 NBL 4 1,05 4 0 0 4 0 4 TOTAL 63 66 1 1 69 56 124 EASTBOUND ESR 4 1.05 4 0 EB'T 12 1.05 13 LI 2 15 EBL 5 1.05 5 0 0 5 35 40 TOTAL 21 22 0 2 26 36 60 TOTAL 193 203 4 4 211 362 573 �......._._ 4 _ _...._..... NW 19th Sreet & NW 15th Avenue SOUTHBOUNU S6R 1 ca ' ro ? r rirNORTHBOUNDNBT M 1A5 1 U 0 1 U _ SST 0 1.05 0 0 0 58L U 1.05 U TOTAL 1 1 0 0 WESTBOUND WW2 0 1.05 0 0 0 0 WBT 0 1.05 0 0 0 0 E3 0 WBL 0 1.05 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 i NBR 0 1.05 0 0 0 0 0 0 1 1.05 1 0 0 1 0 1 NBi. 28 4,05 23 1 0 30 31 143 143 _ _ 173 174 TOTAL. 29 1 7 ......._._.._... 0 EASTBOUND ESR 39 1.05 41 1 0 42 30 72 EBT 0 1.05 0 fl 0 0 Q 0 EEL 1 1.05 ...._wW,. 43 _..,_.....-_ 3p_._._. 73 _....._ TOTAL 40 42 1 _.....,.......0 TOTAL 70 44 2 0 75 173 248 Notes: 1 fntersectlon Name 2 fntersectian Approach 3 intersection Approach Movement 4 TMC data provided by RGA, Inc, 5 Date of Count 6 Peak Fleur Facia( '7 Peak Seasonal factor obtainers from FOOT 8 Seasonally Adjusted TMC - Count PSCF {These are the volumes utilized in the existing condition intersection LOS). 9 A 0.73 percent background groulh was utilized with a project build -out of three years. 10 Commited Traffic obtained from the City of Miami Large Scale Report. 11 Net Traffic = Peak Seasonally Adjusted TMC +• Backgound+Commited 12 Site traffic assignment. 13 Total Traffic = Net Traffic 4- Site Traffic (These are the volumes utilized in the proposed intersection L.OS analysis) *Richard Garcia and Associates. Inc.. 2005 10/3/2007 23 523 0 0 546 0 0 0 0 0 4.2 Richard Garcia & Associates, inc, 13117 NW 117 Ave. Suite- No.4 Hialeah Gardens, FL 33018 File Name : NW19S11-1 e CP Te: 305-595-7505/ Fax. 305--675-€474 SitCode : 0 00 0 0 0 0 Start Date : 5/1512007 411111.__ Groups Pnnted- Unshifted Page No : 1 NW 14 AVE N\IV 19 ST NW 14 AVE NW 19 ST i Eastbound Southbound : • Westbound Northbound : r --- Starl-1 Rig Th ILeft 1 Ped 1 App l RigThr ! fi.. Ped App lFig Tnr e, t.- , l Ped l App. Rig nr ! i I App. Int Time ,L ht I u ' Total ht ii 1 s Total 1 ht u " - 8 Total 1 ht u e',, ! s 1 Total Tflta' 1 Factor 1 1.0 l 1.0 ; 1.0 1.01 1.0 10; 1.0 1_0 1 1.0 ! 1.0 1.0 1.0 1.0 1.0 1.0! 1.0 i 04,00P1V1 2 83 0 0 85 0 0 0 0 0 -) 176 3 0 179 ' 1 0 5 0 21171-0111 04:15 PM 8 63 0 0 71 0 0 0 0 0 0 153 2 0 155 1 0 6 0 9 235 04:30 PM 1 78 0 0 79 0 0 0 0 0 ' 0 187 5 0 192 2 0 3 0 5 276 0445 PM 4 84 0 0 88 0 0 0 0 0 ! 0 129 4 0 133 ' 3 0 2 0 5 226 ( Tot 15 308 0 0 323 0 0 0 0 0! 0 645 14 0 659 : 7 0 18 0 25 1007 05:00P1 1 71 0 0 72 0 0 0 0 0 05:15 PM 5 46 0 0 51 0 0 0 0 0 05,30 PM 2 54 0 0 56 0 0 0 0 0 05:45PM 0 44 0 0 44 0 0 0 0 0 Total 8 215 0 0 223 0 0 0 0 0 Grand Total Apprch % 95, 8 Total % 1.4 31- 0.0 0.0 33.3 9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ---- 0 122 4 0 126 i 2 -0 2 0 4 1 106 5 0 1121 2 0 3 0 5 0 100 1 0 101! 2 0 2 0 4 0 51 5 0 561 1 0 3 0 4 1 379 15 0 3951 7 0 10 0 17 0.1 0.1 102 4 97. 2 62. 4 29 0 1054! 14 0 28 0 42 33. 2.8 0.0 0.0 0.0 1.8 0.0 64.2 0.9 0.0 1.7 0.0 2.6 6 NW 14 AVE, Out In Iota! 1 1052; ! 5461 r 15981 1 231 5231 Ot 01 Right Thru L& Peds North 50512607 4:00t00 PM 5/1612007 5:45:00 PM ,Unshifted .... 4-1 t I I..,ft Thru Right Pads 1 291 10241 1 t OI 53/i 1 10541 ., 1501 00 In iliot A 202 166 161 104 635 1642 • Richard Garcia & Associates, ins. 13117 NW 117 Ave. Sutte- Noi4 Hialeah Gardens, FL 33018 Tel: 305-595-7505/ Fax: 305-675-6474 Fii Name NW19ST-1 Site Code 00000000 Start Date 5/16/2007 Page No 2 „ 1 NW 14 AVE l NW 19 ST N'W 14 AVE NW 19 ST , South8ound 1 Westbound : : Northbound Eastbound Start l Rrg 1 Thr . Ped ; App. Rig : Thr l Left Ped : App Rio Thr i Lel Ped 1 App " Rig ] Thr 1 Left Ped App Lett . l l 1 " ' "- I i ft l i Time 1 ht u s 1 Total I ht: u; : s : Total , ht : u i i s „ Teta! ! ht , , s Total Peak Hour Front 0400 FM to 05.45 PM - Peak 1 of 1 lntersecti 04:00 PM 3080032310000 0 14 0 on Volume 15 Percent 4.5 04:30 Volufrie Peak Factor High int. 04:45 PM Volume 4 84 Peak Factor 95" 0.0 4 78 0 0 0.0 1 0.0 0.0 0.0 0.0 ..79.. 1 0 0 0.. 0 3:45:00 PM 0 88 0 0 0.91 8! 0.0 0 645 970 0 .1.8.7 04:30 PM 0 0 0• 0 187 2.1 0.0 659 7 0 18 28. 72. °"° int. Total 0 25 1 1007 00 CI 1 5 2 2 0 3 0 5 04:15 PM 0 1921 1 0 8 0 9 0.85 0.69 8 4 oJ z 0 I • NW -14 AVE Out In Total 6631 323! 9861 I 15; 3081 OF 0 Right Thru Left Peds L North 5/1672007 4;00700 PM 5/16/2007 4;45:00 PM lUnshifted Left Thru Right Reds 141 6451 Ol 01 315, ; 6591 ; 974-i Out rn Total, NW 14 AVE C c, 0 912 Start ! Rig Time.' ht Factor 1 1.0 04:00 PM 14 04:15 PM 15 04:30 PM 10 04:45 PM 7 Total 45 Richard Garcia & Associates, it 13117 NW 107 Ave. Suite- No.4 Hialeah Gardens. FL 33018 305-595-7505i F ax:305-675-6474 Groups Printe. 14 AVE NVV17." I From North From East Thr Left] Fed i pp i F1g T Sr Le pad ' App R!g Thr u i s I Total i ht ' u i s 1 Total 1 nt u i. + 1.0 i 1.0 I i 1,0 1 i 0 ' 1.0 :. 1.0 I 1.0 : 1.0 89 9 0 112 14 8 28 G 50 1 5 95 70 10 0 95 11 21 20 0 52 2 53 60 7 0 77 3 12 10 0 25 0 57 55 5 0 67 1 11 19 0 31', 2 51 274 31 0 351 29 52 77 0 158'. 9 256 .............. 05:00 PM 12 84 10 0 106 ' 4 15 29 0 48 05:15 PM 12 91 13 0 116 ' 9 22 38 0 68 05:30 PM 8 53 4 0 65 i 9 13 23 0 45 05:45 PM 2 64 8 0 74 5 8 10 0 23 Total 34 292 35 0 361 26 58 100 0 184 Grand Total Apprch % Total % 80 566 66 0 712 11. 79. 9.3 0.0 2 5 4.5 3 E 3.7 0.0 39.8 55 110 177 0 342 16. 32. 51. 0.0 1 2 8 3.1 6.1 9,9 0.0 19.1 File Name NVd 17 si & N"eV 14 Sits Code : 00000000 Start Date : 5 16/2007 Page Nc 1 NWT 17 ST From West Th y 4, P- so . App. inn Li ' s i Total Total .G 1.0: 1.01 1.0. 101 0 3 6 0 9 272 53 0 3 9 n 12 222 58 0 1 6 0 7 167 58 0 2 4 0 6 'I 152 280 0 9 25 0 34', 823 6 8:........3 6;......96 8 114 2 0 124 7 77 1 0 85 4 58 0 0 62 25 336 6 0 367 2 . .... �_0.. 0...... 15......265...... 1 3 13 0 17325 0 3 12 0 15 210 0 1 8 0 9 168 3 1G 43 0 56I 968 34 592 21 0 647€ 3 19 68 0 90 3.2 0.0 ` 3.3 21 6 0.0 1.9 91. 5 33. 1 Jtr14A flu: in T of J 7151 7121 L 14271 80f 5651 66 0' Right Thru Left Peds 4 _ a1�` ' �J 1 son i - North - I - p`/16?20D7 4:00:00 F'M - r' 116l2007 5:45:00 PM r 1 * ` Ilinshifted - LJd 1.2 0.0 36.1 0.2 1.1 3.8 0.0 4-i Left Thru Raht Peds 211 592/ 341 0 7461 . 6471 13931 Out n Total NW14.V la .34 O 1791 Rioharc Garcia & Associates, nc 13117 NW 107 Ave. Suite- No.4 H Glean Gardens, FL 33018 TeL 305-595-7505/Fax:305--675- ,474 NW 14 AVE NW 17 ST From North; From East Start ;€gT Thr I Lett ' Ped i App. iig r Left Fed App. Time ht ! u s Total i ht u s Total Peak Hour From 04:00 PM to 05:46 PM - Peak 1 of 1 Intersect 05:00 PM on Volume 34 292 35 0 361 26 58 100 0 184 80. 14. 31. 54. .7 0.0 1 s 3 0,0 2....91. .... 0......a16........8 ....22.... 8.........r.........6.8I Percent Volume Peak Factor High Int. Volume Peak Factor 05:15 PM 12 91 13 0 116 0.77 8 05:15 PM 8 22 38 0 68 8 114 2 0 1241 0.67 '. 0.74 6i 0 Fife Name : 17 5t & NW 14 ay.. Site Code : 00000000 Start Date : 5/15/2307 Page No 2 NW 17 ST From South From West : hr Left e+i P d App 1 Rig Thr Peo ` Apu int t', u 1 I sl Total ht s'r T._a(ialai NW14!V 25 336 6 3 367 3 10 43 0 55i 968 i.8 91 1.6 0.0 5.4 1 7 0.0 8..-1i4........2 ..... .. E24...... 1 .......3 1.3.... ......... ...325 .........--- 0 745 05:15 PM 05:15 PM 1 3 13 0 17 0.82 41I ti I 0 — I0 a 4A Out 3n Tuta=_ 1 4051 1 361 7661 341 2921 35 0 Right Thru Left Peds 4 North 116/2007 5:00:00 PM /1612007 5:45:00 PM Unshifted E i Left Thru Right Pads r 51 3361 25 0: l 3251 1 3671 I 7521 Out In Tota1 NW 14 AVE 4 0 Start Time Factor 1.0 O4:00 PM 04:15 PM 04:30 PM 04:45 PM Total 2 0 NW 15 AVE 'From North ThrW Ped Lett s Total 1.0 8 4 0 0 0 3 0 C 13 2 5 3 0 23 05:00 PM 1 2 3 0 6 05:15 PM 3 5 3 0 11 05:30 PM 2 5 0 0 7 05:45 PM 0 10 5 0 15 Tata! 6 22 11 0 39 Grand Total Apprch % Total % Ri -hord Garcia & A5.50 es lee. 13117 NV,,, 107 Ave.. Suite- No.4 Hialeah Gardens, FL 33018 T .:305-595-7505(Fax:305-675-64 4 C.3roups Pr nte5 Urrshiftert NW 17 ST From East App. Rig Thr Pod ht 1.0 j 1.01 7 12 8 8 3 9 0 5 18 34 .......... 12 3 14 5 8 3 2 14 36 L85). ; s 1.0 1.0'. NW 15 AVE From South Rig Thr left Ped _ App ht u F s Toto! 1.0 1.0 '', 1.0 1.0 7 0 261 4 13 0 0 4 0 201 5 6 4 1 "7 5 7 1 0 2 1 16 1 69', 16 27 17 0 12 0 12 4 0 45 e r� 3 0 1U 4 5 1 0 10 12 0 291 9 15 2 1 27 1 0 14 1 8 13 0 22 4 0 Q1 4 1 0 0 5 20 0 70 25 34 4 1 64 10 35 17 0 621 32 70 36 1 139 16. 56. 27. 0 0 i 23. 50. 25. 0.7 1 5 4 0 4 9 0. 2.9 10. 49 0.0 18.0! 9.3 23 0. ' 4 0.3 40.3 37. 56. 6 0 11. 17. 9 7 Fie Noma . NJ !7 st Site Code : 00000000 Start Date : 5?16 2007 Page Nc 1 1.0 0 1 0 0 N{t175T From West ,r¢ Ped Al p s Tata 1.0 1-01 1.01 2 1 1 8 1 3 0 4 1 2 4 12 2 0 4 1 0 5 1 0 2 i 0 3 2 0 2 5 0 14 0 0 0 u 6 4 5 21 41 61 6 1 109 5 20 10 0 35 5.5 0,9 14. 57. 28. 0.0 3 1 6 1.7 0.3 31.6 1.4 5.8 2.9 0.0 10.1 O Li 95 f T1 0 15 AV Out • In Total 1 1031 1 621 i 1551 1 101 351 171 01 Right Thru LettPeels North 5/15r2007 4:00:00 PM j511512007 5'46:90 P51 shifted Left Thru Riaht Peds el 611 41 t I 1 75 I 1991 18af 0u1 In TotaE iI 0 1,3 I 1-4 15 avo is Tota 60 39 3e 16 151 73 47 34 194 345 Richer- Garcia & Associates, lnc 13117 NW 107 Ave. Suite- No,4 Hialeah Gardens, FL. 33018 el. 305-595-7505/Fax:305-6675-64 (4 NV 15AVE NVV 17 ST NVV15AVE From North From East From South Start ; Rig TSr Left PeS App.Rig I-Thr [ ' reed App P'9 i T hr Left Ped App. ;�e�t F Time ht 1 u s Total ` ht : u I a Total hE a s i Total Peak Hour From 04:00 'M to 05:45 PM - Peak 1 of 1 intersects 0000 PM on Volume 6 22 11 0 39 14 36 20 0 r0 25 34 4 1 64 Percent 15. 56 2 2 0.0 2 C J 4 2 5 0.0 39. 51 5.3 1.6 4 Q�:1..5.. Volume Peak Factor High fnt. Volume Peak Factor 5. ..3...... 0..........1 1..4... 12.......0 2.. 9.... 15.........2 05:45 PM 05:15 PM 0 10 6 0 15i 3 14 12 0 29 0.65 0.60 3 .27 05,15 PM 9 15 2 1 27 0.59 3 File Name Site Code . 0000000: Star f Date : 5116/2007 Page No 2 NVv 17 ST From VVest 4 12 Pea ' Aop. int. eft s Total Toro; ;0 5 0 21 194 19. 57. 23. ?C3 1 6 3 ....._2. Q........... 05:00 PM 2 3 1 0 5 0.87 5 03 z r 0' NVV 15.AU6 Out in Taiai I 53J r 39' 92„ 1 01 221 111 01 Right Thru Left Peds 1 L North 5/16'2007 5:00:00 PM 5/1672007 5:45:00 PM Unshifted 41 Left ThrQ Right Peds r 41 341 251 11 461 i 541 [ 110! out In Total NW15AVE' ^ 95 03 O -1 w 0 F. p 73 ........ ......... 0.664 • Richard Garcia & Associates, Inc, 3117 NW 117 Ave. Suite- No,4 Fliaieah Gardens, FL 33018 Tel: 305-595-7505/ Fax: 305-675-6474 Groups Prlrt __..... „. . NW 15 AVE NW 19 S..T ..: Southbound • • Westbound Start Rig : Thr I Le. I Ped r App. Rig i Thr I Let Pea I App. Time ht : u 1 I Total ht! u r s ! Totar Factor 1.0 1.0 r ' 1.0 0 : 1.0 r 1.01 1.0 i 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 2 0 0 0 2 1 0 04:30 PM 0 0 0 0 0 I 0 0 : 04;45 PM 0 0 Tot& 2 0 05:00 PM 0 0 05:15 PM 0 0 0 05:30 PM 1 0 0 05:45 PM 0 0 0 Total 1 0 0 Grand Total Apprch % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Unshifted NW 15 AVE Northbound Rig Thr 1 Fed App. ht u s Total 1.0 1 1,01 1.0 1,01 1.0 1.0 1.0 0 0 11 0 11 6 0 0 5 0 5 3 0 0 5 0 6 7 0 CI 5 0 5 12 0 0 0 0 0 0 1 26 0 2 File Narne NW 19 st & NV 15 AVE Site Code 00000000 Start Date 5716/2007 Page No : 1 NW 19 ST Eastbound Rig Thr t Fed r App.! lot. 1 ht1 L s! Total 1 Total 1.0 0 17 0 3 1 10 0 7 1 13 0 12 17 28 0 0 0 28. 57 0 0 0 0 01 0 0 8 0 8 12 0 0 0 0 01 0 0 5 0 51 9 0 0 0 0 Or 0 1 5 0 61 7 0 0 0 0 Or 0 0 10 0 10 1 11 0 0 0 0 0 0 1 28 0 29 I 39 3 0 0 0 3, 0 0 0 0 100 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 .0 Total % 2,4 0.0 0.0 0.0 2.4 0.0 0.0 0.0 0.0 0.0 tt • -67 E 0 2 0.0 3.6 0 0 1 6 ",i. 01 CO 01 Roht Thru LeS Peds 44-J i 1 -4 North 8/1612007 400:00 PM .5/1612007 5:45:00 PM 1 i . 4Unshifted r4 LeS Thru Right Peds 54 210; 01 571 56 1 1231 Out l Total V- 54 0 56 1 67 96. 0.0 98. 4 r 5 0.0 44.1 8 0 0 0 0 0 0 0 12 10 7 11 40 20 18 14 21 70 0 1 0 68 -127 0.0 1.5 0.0 0.0 0.8 0.0 53.5 Richard Garcia & Associates, inc. 13117 WV 117 Ave. Sthte- No.4 Hialeah Gardens, FL 33018 T& 305-595-7505/ Fax: 305-6,75-6474 • File Name : NW 19 st & NVV 15 AVE Site Code 00000000 Start Date 5/16/2007 Page No : 2 7___....... NW 15 AVE NVV 19 ST , : NA' 15 AVE NVV 19 ST , . : ; Eastbound Southbound i Westbound : Northbound ..-- Star t f- Rig ; ThT : i „.., i Ped : App l Rig i Thr L u f+1Ped i App. : Rig i Thr ! i ed , Apo. ! Rig l Thr i Left ! Ped i App. . Int. i Left Time I ht 1 u l -e- = i Total 1 ht : o ; s , Total ' it ! Toia: 1 nt ! u , !s Total , Total , Peak Hoor From 04:00 PM to 05:45 PM - Peak 1 of 1 1 i Intersecti 05:00 PM , on , ,• Volume 1 0 0 0 I i 0 0 0 0 0 1 28 0 .29 39 0 1 0 40 70 100 6 ( ,.,,._, 96. 97. Percent .0 l''''ll 0,0 0,0 : 0.0 0.0 0.0 0.0 ' 0.0 3.4 0.0 0.t2.5 0.0 85:45 0 0 0 9 0 0 0 0 0 0 0 0 10 0 10 11 0 0 0 11 Volume ! Peak Factor 1 ! High Int. 05:30 PM 13:45:00 PM i 05:45 PM 05:00 PM Volume 1 0 0 0 1 0 0 0 0 01 0 0 10 0 10 12 0 0 0 12 e Peak 0.25 : 1. 0.72 0.83 Factor 0 ! i 5 3 • NW ISAVE Out In Totd 1' 1 31 t 1: C; t) Right Thru Left Pads 1 4 1 North /16(2.007 5:00:00 PM /16/2007 5:45:00 PM Unshifted +I r+ Left Thru Right Pads 1 251 1 0 Oi t 391 22 68 Out In Total NW 15 AV= 21 0.833 • Start 16-May-07 "flrne. Wed SR 12:00 AM 12:30 01:00 01:30 02:00 02:30 0245 03:00 03:30 04:00 0430 RICHARD GARCIA & ASSOCIATES, INC. 13117 NW 107TH AVE_ UNIT No.4 HIALEAH GARDEN, FL 33018 30559575051 FAX 305,675.6474 NB 12 0 5 3 2 , , 3 3 1 2 2 2 6 1 1 D 2 6 4 12 7 129 : . 75 3 Page 1 Site Code: 000000000000 Station ID: 8682 NW 14 AVE West OF 17 ST Latitude: O' 0.000 Undefined Total 5 5 6 3 4 12 10 19 26 21 60 111 204 22276 jr 246 242 237 1 94 167 .. . ..... 1 84 .185 192 172 12 Peak Vof 07:30 691 0.881 07:00 455 0.917 07:15 1111 0.876 RICHARD GARDA & ASSOCAATES, INC. 13117 NW 107TH AVE, UNIT No.4 HIALEAH GARDEN, FL 33018 305.595.75051 FAX 305.675.6474 ------------------- Time Wed SB NB 12:00 PM 95 99 93 12:30 84 106 40:: !:-:,:.'::::::::i :".....:.'.:::.;:::-.H:i ":7100...,:"::::::•::".."'";:::::::.1",.,"..,--7.0"i:':":".I:".;::' -""-:"."...:'."...':,'":::..::::::::.:"."...,::: 01:00 88 82 .,..15.:H"....,. ...ji.::::::::i1c)::': :.:T.'-H'...:H ".::08:':',:, - .....::: ----------------------- Page 2 Site Code: 000000000000 Station ID: 8682 NW 14 AVE West OF 17 ST Lattude: 00.000 Undefined Total 195 186 190 188 170 207 - - '...1'..i.!',..:..''.1'.01;4'5E:-'::::E,,:,..-T-...";":tH,...:-•::::::r".01::::::::::!:11::...-431::'-S:;?:.-i-i:E.4:::T:.E-'.::::::.:]:-.:E::IY:'':1.':.:':.:-'.::17.i':,::',.E..::::::c::::'....':::.;'1.::::.::::::::::-':::':...--',...-.,.":7.:,...."7...7-.:::::7.7..',..-.:.:"'7.--.:-....::::.::::::-.:::.-:::::".::::::-."..:"::-:.:.::::',.:t.r-.1.,':..1:::::1:7:4'..:-. 02: bo 110 86 196 ....:,..',..-..:.:.,::..:'::-0216:::::::::::-:.',.:::.:.::'..H.:::':.:::::::::..H:-...'::::.::.::1.7f.....-.....:::-;:$3.:._.:.:,::.. .....:L:::.j.q'::-.10..... 02:30 108 119 227 02:7.-.40:Hiff.ii"ILH:1-i:Ti...-T..•:,:d1100•!.j:•::":-':':.•ji':::-:::::::07:-i.:::::::...]::.:....q::.:".-..'..:::]';.Y.:L:. :. ........... 0300 .... ... ... 117 . ..... 129... 246 -: - -:•_.•;.--..0.,.,...10,.r......,H:::.:::,,,..-:::::,..,.:':::::::-........,.:.::-..,:, 111.Lr-::::::::::::::::..-,:::::::::'::2,..',n.1......:. ....;.::...:',:.i.,:..H:'.:.-44,..t*,:," 0330 4":.": 140 ..,,g:.§I... ',.-',..L.:'*.T.';.::::•.:::..08:::;,.4$..:,.E.....::::,::"...:,.;::;.......-..-,,..fE.I.,..:.:: ...... .1...:1'...i:E ..----'-::::,''...''.....-:..::::::::::::::::,.....:,:-.,:.. -,,....1.p.r.;:j.:-.J.H:_.....-,..":::::-....:::,::::::.,:::-. ,:,:p7.7,.-d. :',..'...':',...i,.J1.:::.U0.4•,..1 -.",.:::...::.H..-;:t..-a. .., 04:30 .....-..-..._.....„ .„...t'...',Z7.:*: 04:30 105 ' :j..". 232 C3445.,::',i:g'-,',:',:',--;,',.':::.:i....:',', ,-;',':.::'...,::,:::..I.:07,,,. 05:00 103 140 243 05-.:1.',..:::-i':-L):::::::;,:.,,,::,',',..r...,.....,:,'„.:HI..:-..: ,,:..!:,,...:.::.77H::... :'::::,,....8.1.6.4.-,.. 05:30 80 78 158 :•:::::',1.i;.'",:::',....-0544:;....:..::.,..•....::L'.:.:::::'....":.'..-,.'„ . . ::-:.-....J'....-::62,,'',... -'-'-...].:::::-',-45-..: '..'.-:-...'-'..::....,:,....:,.'.:. ,.'.L-.-,.,:.i,...,J.....-:,.....:.:.-.,.:::.:.;....,--..:::::,.......,:e,",„....::,j.--.. ..',.,..,,-:'i...-:,::::,.....',.........., .:::;.:;;;;:;j1..:::•12.T: 06:00 70 65 135 53.'..:R.:.::::::' ::'...:.:]'.6..t....:::c'::::::-.:::!.........'..',.....'..::.,.::'...'.:::-.. . i.',.::::'::::::.,:-,;::::::::::.'-':..-::,. 104-:,:. 06:30 54 44 98 --',.,..--,:::-...•-..,..:,045',."-:::::-5',---,...:;::,.-,::::,,-.'-i,:::.:[.--,.,--::::...-....:.---::::.,: '".......:::-..:::,.:,..46....-::*::,..........-,..,:,,,,,::::,..:::..,:.53-i :!-'::-..,.-:1:1:.-1,::-,.....:::..:---1.::-.R...,_. 07:00 55 38 93 07'.15 a.3',;:j•-:„:::..:.-,::.,::f.:::,:,i;:,...-0,$$a...::..':,::,'.....,.....,......-',E......,......,.. ' 66.1.1 07:30 43 35 78 07..,-:45.<.4::::: ,,-f-:,....:]!...t.::. 08:00. . 1;')"""':::1":'.""'..-...:-.:..........................,.: 64 ...,....."i:,.....,..:,...i,:,.:,:j...08t.::1:::..J:,':.:i...' ...-...,...:.,..:.....::::......'..,-.1',.-:-...:'....:.:..,-..:::.......::.::..-.4::....j.:.....:::4....):.....:-:.,...',:::::::.,.....:05:,: 08..30 29 27 56 i',...,,:..•:::,-ij-,F,;',:,.!--1.,-0-4..'''::::;',,--,:',,..:;::,-:"....',....-::4:.4.-,.....,:.,,ifi...!gif..':.4.:.::.::::R.0..tI:',..i'..:,,,..,:ii....„.:: .....35. 09:00 22 21 43 2:2-.,-,-.-E:.',,;,-.::::'...:',..:....,':::',,'..,....:.-,;,:2.1:-:--,..,-.--'::',..--.,..:,...,:,:-..-:;-:',.',.:L:-,.:J.--.'..,..f.,:::,.,.:',---.-... :........,.:::..,:.,::::..1_......,::::.,...,:.....'-:—,..?.. :..:.., ....:-....,:',...*:,........-,....L....-.4-a... 09:30 31 23 54 045:-j:';•!.z.....:..,. ................................................................................................................................................................................................................. ...-.:::...::::ki......t-.:."-r.......'::ff:!........ ,.33:-. 10:00 16 16 32 10:30 16 10 .............................................................................................................................................................................................................................................. 11:00 14 20 11:30 8 5 Tota 3217 3115 Percent 50.8% 49.2% 26 ..... 34 25 13 . . 6332 Peak 15:15 16:00 Vol. 517 518 P. H. F. 0.930 0.925 • 15:15 1030 0.923 Start 17-r,,f]ay-07 Time Thu SB 12:00 AM 12:301245 01:00 01:30 RICHARD GARCtA & ASSOCIATES, INC. 13117 NW 107TH AVE, UNIT No.4 HIALEAH GARDEN, FL 33018 305.595,7505/ FAX 305.575,6474 NB Page 3 Site Code: 000000000000 Station ID: 8632 NW 14 AVE West OF 17 ST Latitude: 0' 8.000 Undefined Total — 05:00 0515 05:30 0600 06:30 .08-45 0700 07:30 08:00 08:30 09:00 125 12 10 6 2 2 3 4 4 ........................... 02:00 7 3 2 0230..... ..... 5:24. 04:00 8 5 .................................................................................... 04:30 4 8 6 11 14 14 ... 29 147 2 67 46 104 76 113 •:'.''"•.-"'"''"'-'••••-•• '•••••:•.] 129 104 73 . . . . • . . . 10:00 81 93 10:30 87... 99 11:00 91 82 1111-:3159 0 12°0 16039 ................................................................................................................................................ Total 2909 2301 Percent 55.8% 44.2% 22 9 8 10 5 .................................. 8 245 230 205 203 183 1.4 188 22 55 5210 Peak VoL P.H. F. • 07:45 638 0.922 07:00 459 0.918 07:15 1058 0.897 • RiCHARD GARCIA & ASSOCIATES, INC. 13117 NW 107TH AVE, UNIT No.4 HIALEAH GARDEN, FL 33018 305.595.75051 FAX 305.675,6474 Page 4 Ste Code: 000000000000 Station ID: 8682 NW 14 AVE West OF 17 ST Latitude: 00.000 Undefined Start-- —17-May-07 Time Thu SB NB Total 12:00 PM 90 100 190 12:30 98 107 205 01:00. 98 83 181 .............................................................. 1,7 01:30 88 (56 154 108......................................................................... 0200 119 87 .206. 02:30 111 95 206 0300 114 125 03:30 120 128 04:00 129 4.15 04:3C) 05:00 79 05:30 96 106 06:00 72 54 56 06:30 63 37 07:00 59 31 07:30 46 40 • 129 11. 08:00 42 35 08:30 • 24 28 09:00 28 16 44 09:30 19 14 33 10:00 20 16 36 ................ •29H 10:30 11 10 21 11:00 19 20 39 1130 19 5 24 239 2.48 261 256 208 202 168 126 112 100 90 81 86 77 52 Total Percent 3267 3253 50.1% 49.9% 6520 Peak Vol. P.H.F, Grand Tata i Percent 15:15 501 0.971 16:30 584 0.954 16:15 1021 0.950 12361 10922 53,1% 45.9% ADT Not Calculated 23283 r • Start I &May-1_17 Time Wed VVB 12:0,0 AM 12:30 01:00 01:30 02:00 02:30 02A6 03:00 03:30 04;00 04.15 0430 05:00 RICHARD GARCIA & ASSOCIATES, INC, 13117 NW 107TH AVE. UNiT No.4 HIALEAH GARDEN, FL 33018 305.595.7505/ FAX 305.675.6474 EB 40 19 17 2011 21 44 12 23 17 16 27 37 20 20 2A 29 20 34 19 24 21 34 20 44 17 39 33 38 23 41 26 29 63 54 136 77 168 302 186 293 294 176 260 Page 1 Site Code: 000000000000 Station ID: 13919 NW 20 ST N OF 14 AVE. ade: 00.000 Undefined Totsa 84 31 34 47 63 40 55 64 90 97 126 206 190 245 394 453 447 462 453 436 475 449 433 477 440 426 415 429 484 458 12318 Total 4884 7434 Per -cent 39.6% 60.4% Peak Vol, P.H.F. 11:00 936 0.971 06:30 1317 0.966 07:30 1911 0.948 • Start 16-May-07 Time Wed 12:00 PM 258 12:30 1245 . . . 01:00 • : ....... • 01:30 02:00 02:30 0245 03: bo 03:80 04:00 04:30 0500 ...... 65.c) RICHARD GARCIA & ASSOCIATES, INC, 13117 NW 107TH AVE, UNIT No.4 HIALEAH GARDEN, FL 33018 305,595.7505/ FAX 305.675,6474 EB 234240 „ . :::::224• 231 195 232 227 223 221235 235 251 254 210 241 196- 223 314 183 27 210 . „ . Page 2 Site Code: 000000000000 Staten. ID: 13919 NW 20 ST N OF 14 AVE Latitude: 00.000 Undefined Tota] 294 174 294 195 289 177 06:00 236 173 180 195 06:30 126 149 1.33 153- 07:00 119 116 07:30 122 131 08:00 156 111 08:30 96 93 527 474 432 459 420 444 505 451 451 491 497 468 445 489 466 380 375 409 275 266 235 277 253 228 267 200 189 :1.78 0900 92 94 09:30 88 97 10:00 78 82 10:30 56 89 '': 53 1:30 '4 Total Percent 8599 7561 53.2% 46.8'36 186 185 .55 160 145 101 1.11 102 16160 Peak Vol. •P.H.F. 15:30 1236 0.909 12:00 965 0.897 15:30 2048 0.955 RICHARD GARCIA & ASSOCIATES, 13117 NW 107TH AVE. UNIT No,4 HIALEAH GARDEN, FL 33018 305.595.75051 FAX 305.675.6474 ate -- 7-day-O7 Tirne Thu 0 Ei 12:00 AM__.— 12:30 . .. . 12:45 ::::..:::: 01.00 01:30... 01>:45 .... '.:: 02:00 .... . 02:1. 02.. 30 .. 03:00 03:30 33:5 04:00 04:30 04 45 05:00 ..... . . 05:30 05:00 06:30 07:00 07:30 08:00 08:30 ? 45 09:00 09 15." L 0.30 0 45 10:00 10:30 11:00 11:30 Total Percent 5 1. 17 1.6:. 21 : 4... 21 50 72 177 182:.. 199 ..... 8?: 186 1�7 . 218,.... 193 238 sr 5078 39.7% 36 34.:.. 29 25 28 27 20.... 37 29 21 .. 35 31. 47:. 36 43..... 83' 73 144 z �175 192 .,:..., 30 282 293 281 257 t233 284 233 ....... . 241 236 239 .40:::'.. 223 238 7698 60.3% Page 3 Site Code: 000000000000 Station !D: 13919 N1N20STN©F14AVE, Latitude. 0' .000 Undefined Tota 36 46• 49.. 34.. 44 Lai 56 42• 54 62 69 109 194 264 I51:: 440 2 481 460: 467 k34<: 451 426 476;: 474 �78 470 502 469 04 12776 Peak Vol. • 11:00 1005 0.945 06:30 1285 0.213 07:30 1983 0.980 Start 1 7-May-07 Trne Thu B 12:0'0 PM 12:30 :.:12:45: 01:00 . . . 62:00 :E 02:30 03:30 03,45 04:00 04:30 0445 35:30 05:34 RICHARD GARCIA & ASSOCIATES, INC, 13117 NW 107TH AVE. UNIT No,4 HIALEAH GARDEN, FL 33018 305,595.7505/ FAX 305.675,6474 Page 4 Site Code: 000000000000 Station ID: 13919 NVV 20 ST N OF 14 NviE. Latftude, 00.000 Undefined Totatd 247 •• 226 245 '245 2:$7 216 243 • • •• 209 • : ...236 . 222 265 234 • 220 286 252 25'.:-E234: 266 218 .332 233 207 191 ----- --- 311 1.84 . . 281 200 238 188 06:00 229 193 06:30 153 173 07:00 126 148 07:30 130 119 08:00 124 143 0830 99 123 0900 95 100 0915 75 09:30 107 104 09-45 1000 10:30 11:00 1115 11:30 Total Percent -89 85 80 ........ . 69 87 69 75 79 68 37 69 8(35 8080 51.9% 48.1% 495 503 479 f.t0 490 :484 45,9 487 46 538 484 565 ....... -471 514 495 458 481 426 411 422 359 326 322 276 237 249 250 267 221 222 159 195 211 165 152 156 139 144 147 16815 • Peak Vol. P.H.F. Grand Total Percent 15:30 1215 0.915 12:00 1019 0.961 15:15 2057 0.910 27296 30773 47.0% 53.0% 58069 ADT Not Calculated Appendix E: Committed Developments Wagner Square MUSP • TABLE: 5B Wagner Square MUSP Committed Developments . . Project Name Projftt [3esoiriptitin • , 1 1471 NW 17th Street R4 , lolt4krii*MVEM4AaltMg&-: *MI 1,4 9•ig).RV.,TAMWRIV,V.1 Summa `1 Genera: inn Calculation Fo._ 20 . e] ling Units oP :11z011: um October: 0:3, 00 4111 Ouse Average Standard Adl s tenor o 3 _ © ,ay Rate Deviation _actor Volume PiC- 2-Way Volume 5.86 r-9eAR Peak Hour Enter 0.07 7-9 AM Peak Hour Exit 0. �7 7-9 Alf Peak Hour Total 0.44 4 6 FM Peak: Ho ... Enter 0.35 4-6 PM Peas. Hour Exit 0.17 4-6 PM Peak Hour Total 5.52 ALl Pk Hr, Generator, .Enter 0.08 AM Pk_ Br, Generator, Exit 0.35 AM Pk Hr, Generator, .total 0.44 PM Pk Hr, Generator, Enter 0.33 PM Pk Hr, Generator, Exit 0.19 PM Pk Hr, Generator, Total 0.52 Saturday 2-Way Volume 5.67 Saturday Peak Hour Enter 0.25 Saturday Peak Hour Exit 0.22 Saturday Peak Hour Total 0.47 Sunday 2-Way Volume 4.84 Sunday Peak Hour Enter 0.22 Sunday Peak Hour Exit 0.23 Sunday Peak Hour Total 0.45 3 , 3 9 0.00 0.00 0.69 0.00 :0 0.75 0.00 0.00 0.68 0.00 0.00 0.75 3.10 0.00 0.00 0.71 2.71 0.00 0.00 0.70 1 . 0 0 117 1,00 1.00 1.00 9 1,00 1.0:0 3 1.00' Pm 1,00 2 1.00 1.00 9 1.00 7 1.00 4 1.00 10 1.00 113 1.00 5 1.00 4 1.00 9 1.00 97 1.00 4 1.00 5 1.00 9 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY OICROTRANS 07-0 2 agner Square USP Committed Development 1 ROADWAY NAME Table: T-5a Wagner Square __ Committed Developments REV D|R 1471 NW 17th Street Total Committed Traffic Person Trip Volume @ Mass Transit in Person-Trip�� 22,696 o 2 SB — NB LINK N0 E8 LINK 6� 1 r U 2 3 0 O Notes: 1 Roadway Name 2 Direction 3-4 PK8project hafficFnzmTraffioGtudieoonFi|eattheCityofyWiami(neemthauhed) 5 Total committed traffic assigned to analyzed roadways. G Person trips assigned toTransportation Corridor. 7Transit trips assigned toTransportation Corridor. 2 3 0 0 4� O� 1 1 0 Folio No Citywide Major Use Special Permits (MUSP) and applicable Class II, Special Exceptions & Except Pr ,ems Projects (Listed by Alphabetically by Project Name) (Status: A Completed; B-Under Construction; C-Approved; ©Application; E-Preliminary; P Wtthdr ker,' OQ � � ` •Locational Information , 1 01-3135-024-0030 2 01-3135-010-0420 3 01-3135-000-0165 4 01-3135-010-0670 5 01-3135-032-0340 01-3135-011-0010 $ 01-3135-010-0650 9 01-3135-011-0050 10 01-3135-005-2250 11 01-3135-010-0030 Name. Wagner's Place Urban Club, The Florida Department of Health New Miami City View Apartments Tequesta Knoll Type of Permit Class 11 Address 1511 NW 13 Court Description Residential Exempt 1444 NW 14 Avenue Residential 2003-0262 1690 NW North River Drive 2005-0311 River Grand Miami Rivertown 1627 NW 18 Street Jenny Tower ` 7 in Previous RGA Study (6/13/2007) " Maximum 20 units based on construction cost. MU-2005-002 Exempt Exempt 1350 NW 14th Street _ Clinic 1455-73 NW 14 Street 1629 NW 14th Street 1690 NW North River Drive 1415 NW 15th Avenue Medical Lab & Residential Residential Mixed Use: Residential & Residential 400-1500 NW North River Mixed Use: Drive 9Residential Reta 1627 NW 18 Street 1524 NW 14th Avenue Net Area ALLAPA I 1 AI -I Units Height Res/Ggnd Stories 60. 17 ALLAPATTAH 150 ALLAPATTAH ALLAPATTAH 21 4 1301 13 ALLAPATTAH 1001 ALLAPATTAH 172 ALLAPATTAH ALLAPATTAH 985 Residential ALLAPATTAH 30 Residential n) Cost (est) Roveew Construction Status $ 5,000,000 ( t 13 $ 11,000,000 22 $ 28,000,000 6 $ 2,750 000 16 ALLAPATTAH 11515 $ 164,000,000 $ 1,600,000 $ 10,000,000 i ti -M1-1JaCte taliy My Home Show Me: Hroperty information 6earch By: .eectllem e • Text oniy Property Popraiser Tax Estimator Summary Details: No.: !Property: .ailing !Address: 01-3135-005-1410 1481 NW 17 ST CEDARS APARTMENTS INVESTMENT INC 5353 NW 3 ST MIAMI FL 33126-4905 vroperty 1111-Uffi1atitni, rrimary 5100 RESTRICTED 1--4ne: COMMERCIAL VACANT LAND Ilk0081 aths: 0/0 r oors: 0 ring Units: 0 Acli Sq 0 >otage: Lot Size: 6,926 SQ FT 3ar Built: 0 1 35 53 41 BRADDOCKS SUB NO 4 PB 3-61 LOTS 35 & 36 !Legal BLK 4 LOT SIZE sscription: IRREGULAR OR 20018-2268 I 11 2001 2(3) Sale Information: lie 0/R: iSale Date: Amount: 20018-2268 11/2001 $150,000 Assessment Information: ear: 2006 2005 ind Value: $152,372 y24,661 'building Value: $0 $0 Brket Value: $152,372 $124,668 !Assessed Value: $152,372 $124,668 ,otal Exemptions, $0 $0 ffaxabie Vatue: $152,372 $124,668 • Active -Tom: SE Digital Orthophotography - 2006 We appreciate your feedback, please take a minute to complete our survey hily Home I Property Information I Property Taxes I My Neichborhood I Property Appraiser Home ysin„g.Our Site I About I Phone Directory I Privacy Ipisclaimer 113 ft If you experience technical difficulties with the Property Information application, please click here to let us know. 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MI AM IDADE • Legend "61 Property Boundary .tair* Selected Property Street Fose Highway Mierni-Dade County Water n://oisims2.2aliamidade.goviniyhome/propmv asp 5/16/2007 iiJ,L'S„�fvadis- My Home Show Me: ,-roperty infor ,,earch By: .,elect !tern Text only n Property Appraiser TaxEstirnator Summary Details: ho No.: jProperty: 01-3135-005-1420 1471 NW 17 ST ailing )Address: CEDARS APARTMENTS INVESTMENT INC 5353 NW 3 ST MIAMI FL 33126-4905 rropeny q[1IUrrrrumnI: rimary H,nne: 6100 RESTRICTED COMMERCIAL VACANT LAND laths0081 : D!fl L0 iing Units: wdj Sp lotage: 0 got Size: 5,520 SQ FT . ar Built: 0 regal ascription: '35 53 41 BRADDQCKS SUB NO4PB3-61 LOT 37& W15FT OF LOT 38 BLK 4 LOT SIZE 5520 SQUARE FEET OR 20418.2268 11 2001 2(3) Sale Information: —ale 0/R: 20018-2258 : ale Date: Yale Amount: '11 /2001 ($150,000 Assessment Information: 'ear: 2046 2005 .and Value: $121,440 $99,360 t_uilding Value: $0 S0 .,,arket Value: $121,440 $99,360 -ssessed Value: $121,440 $99,360 llotal Exemptions: $0 $0 axeble Value: $121,440 $99,360 • Digital Orthophotography . 20e6 We appreciate your feedback, please take a minute to complete our survey. MyHome I Properly_Information_1 Prn erty Taxes My Neighborhood I Property Appraiser 113ft Horne, 1 Using Our Site. 1 About 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, p ..........here to let us know. lease click ,,,_,._., E-mail your comments, questions and suggestions to Vtehmaster Web Site ® 2002 Miami -Dade County. At rights reserved. Legend Property Boundary Selected Property Street Highway Miami -Dade County Water isanslmiamidade.gov/myhornelpropifiap.asp 5/16 2U ].v1. y. i u u My Horne • Show Me: troperty information `. ,,parch By: ,elect item r✓f Text onfV Property Appraiser Tax Estimator Summary Details: € :rio No. (Property: .ailing EAd d ress: 01-3135-005-1430 1465NW17ST CEDARS APARTMENTS INVESTMENT INC 5353 NW 3 ST MIAMI FL 33126-4905 i- roperty in -ion -nation: -rimary r--,ne: 6100 RESTRICTED COMMERCIAL 0081 VACANT LAND I aths: 0/0 0oors: 0 ring Units: 0 IAdj Sq )otage: 0 !Lot Size: 8,280 SO F t gar Built: 0 f !Legal ascription: I BRADDOCKS SUB NO 4 PB 3-61 LOT 38 LESS W15FT & LOT 39 & 40 BLK 4 LOT SIZE 8280 SQUARE FEET OR 24018-2268 11 2001 2(3) Safe Information: OfR 'r;aale Date: f" ale Amount: S150,000 20018-2268 11/2001 Assessment Information: ear: 2006 2005 8149,04(5 I 'and Value: $182,160 building Value: $0 $0 'arket Value: $182,160 $149,040 Vssessed Value: $182,160 $149,040 star Exemptions: $0 $0 iTaxable Value: $182,160 $149,040 ACTWE Digital Orthophatography - 2006 We appreciate your feedback, please take a minute to complete our survey. Mv Home I Property information j property Taxes_ I My Neighborhood I Property Appraiser Home I Using Our Site I About I Phone Directory I Privacy j Disclaimer 113ft If you experience technical difficulties with the Property information application, please clickhereto let us know. E-mail your comments, questions and suggestions to YVeb_master Web Site © 2002 Miami -Dade County. At rights reserved. Legend Property Boundary Selected............ Property Street Highway Miami -Dade County Water .s2. riarnidade. goy%ir`ivhomei a .asp 5/16/2007 1.1 ]If 0, T� o t r r Search , Results Result Type: Project List Project Name 1471 NW 17th Street Wagner Square DIY OF MAW home city :912126,41.5 y:531355,129 rectory 1 city of%cial . corm This Web site is best viewed using Internet Explorer- version 5.[J or higher with a resolution of 10i4 x Ihh. Copyright © 2005, City of Miami, Information Technology Department rp://gis.nfiarnigov.com/RedDBGIS 50/MapForms/wfrmRedD 3Map.aspx?ScrHeight=566&ScrWidr1 —800 5/1 /2O( • Appendix F: Transit Wagner Square MLTSP f.„ • • • Transit section intentionally Ief1 blank Wagner Square MUSP • • Appendix G: Corridor Analysis (Person Trip) Wagner Square MUSP Link ROADWAY AT EXISTING CONDITION (PEAK SEASONAL Y ADJUSTED} L Table: T-5 Wagner Square MUSP REV PM PEAK HOUR VOLUMES NW 14 AVE NW 20 ST 1 Road Name _.__... 2 Location of Count 3 Source of Data RGA=Richard Garcia 8 Associates, Inc. 4 Beginning of data count 5 Ending of data wuni 6 Peak Seasonal Correction Factor obtained from 2005 Florida Traffic information CD, Miami -Dade South Category 8701 7 Axle Correction Factor obtained from 2005 Florida Traffic Information CD 8 Link Direction 9 & 10 Raw Data 11 Average of Count 12 Peak Season Adjusted PM Peak Hour Caiculation=Averege"PSCF"ACF North ofNW 17 ST East of NW 14 AVE PM Peas Hour Wednesda Thursda 517 501 518 584 1035 1086 1236 1215 965 1 019 2201 2234 AV RAG 1080 1226 992 2218 m^ PM PEAK HOUR VOLUME 567 1,091 1,261 1,021 0 Richard Garcia and Associates, Inc. 2005 * Table: T-6 Wagner Square MUSP_REV PM - PERSON TRIP VOLUME AND CAPACITY ANALYSIS TABLE ROADWAY FROM TO ROADWAY MODE PERSON- PERSON- TRIP MIAMI ROADWAY TRIP ROADWAY VOLUME ADOPTED CORRIDOR VEHICULAR CAPACITY VEHICULAR @ 1 4 DIR 1 OS TYPE CAPACITY • 1 6 PPV VOLUME PPV XISTING CONDITION (Seasonally Adjusted) NW 11 ST NW 29 ST NW 14 AVE NW 20 ST NW 29 ST NW11 ST ROADWAY PERSON EXCESS TRIP PERSON — TRIP CAPACITY V/C LOS 2LD-COUNTY 1480 2368 524 733 1635 0.31 2LD-COUNTY 1480 2368 567 794 1574 0 34 NW 12 AVE NW 22 AVE WB E 2LD-COUNTY 1480 2368 1261 1765 603 0 75 NW 2 AVE NW 12 AVE EB E 2LD-COUNTY 1480 2368 1021 1429 939 0.60 ITH BACKGROUND TRAFFIC (2009) NW 14 AVE NW 11 ST NW 29 ST NW 20 ST NW 12 AVE NW 22 AVE NW 29 ST NW 11 ST NW 22 AVE NW 12 AVE TH BACKGROUND & COMMITTED TRAFFIC NW 14 AVE WB EB 2LD-COUNTY 2LD-COUNTY E 2LD-COUNTY 1480 2368 553 774 1594 0 33 E 2LD-COUNTY 1480 2368 598 837 1531 0.35 1480 2368 1330 1863 505 0.79 1508 860 0.64 1480 E 2368 1077 NW 29 ST NW 20 ST NW 12 AVE NW 22 AVE NW 29 ST NW 11 ST NW 22 AVE NW 12 AVE EB 2 D-COUN 2 D-COUNTY 1480 2 D-COUNTY 148 2LD-COUNTY 1480 1592 1526 0 3 0 36 C 2368 1330 1863 505 0.79 2368 1077 1508 860 0.64 TH PROJECT AND BACKGROUND & COMMITTED TRAFFIC NW 14 AVE NW 11 ST NW 29 ST NW 20 ST NW 12 AVE NW 22 AVE'. Notes: NW 29 ST NW 11 ST NW 22 AVE NW 12 AVE 2LD-COUNTY 1480 2LD-COUNTY 1480 E 2LD-COUNTY 2LD-COUNTY 2368 7 4 1055 1313 1480 2368 1054 1314 2252 116 1480 2368 1309 1832 536 C 0.45 0.45 0.95 0.77 • ROADWAY FROM TO NW 14 AVE NVV 11 ST NW 29 ST NW 20 ST NW 12 AVE NW 22 AVE Notes: NW 29 ST NW 11 ST NVV 22 AVE NW 12 AVE Table: T-6B Wagner Square MUSPREV Project Traffic Percent Ingress Percent Egresss Net Vehicle Trips - IN Net Vehicle Trips - Net Vehicle Trips - OUT TOTAL 139 199 107 152 194 278 162 232 TOTAL 661 • Appendix H: Turning Path, Intersection & Driveway Analysis 34 Wagner Square MUSP • „ IF a Oli 71 SF 4-1-e-ULAR DROP-ELI i.--L-1 GARAGE ----1 I. I.I.V. VESTIK.Ii....E --.4 4,50 SF 48. %.405R.Coir" 0 • * IiI 'Oil:, 1[1 0(;)i,1IN4.; Ai3ovV. akeste.0.- 717777 l//./ l//./ 0 ;s1A7.111{.-3.:. CORRII.OR CN Sr cl3NEEIE LOBBY -rxr ¢M1 • 0 ti RUE NJ EJ) GREEN '.44,16 .,,i7tEEN ARE, PF lAsr ij AIVAT 9 • Existing (2007) Delay Proposed (20 0) Delay Wagner Square MUSP_REV Intersection Level of Service Summary Intersection NW 19th Sreet & NW 14th Avenue NW 17th Sreet & NW 14th Avenue NW 17th Sreet & NW 15th Avenue NW 19th Sreet & NW 15th Avenue NW 17th Street W/0 NW 14th Avenue (D/W 1) INBOUND ONLY NW 17th Street E/O NW 15th Avenue D/W 2 NW 15th Avenue N/0 NW 17th Street D/W 3 07-0 2 agner Square USP P Existing (2007) O. OM' 7N-27 ‹--61 ---1 05 NW 15th St HCM Unsignalized intersection Capacity Analysis NW l9th SI & NW 14th Ave Lane Configurations Grade 0% Peak Hour Factor 0.91 ti„.]4-4,f1:0#0,f013.011)1pAgs42'; Pedestrians Walking Speed (ft/s) Percent Biockage Right turn flare (veh) _ Median type Median storage veh) vC1, stage 1 conf vol tC, single(s) 7.5 i.5 6.9 7.5 6.5 tF (s) 3.5 4.0 3.3 10/4/2007 1• Fee Fee 0% 0% 0% 01 0.91 0.91 0.91 0.91 0.91 0.91 0,91 0.61 0.91 0.61' 6.9 4.1 3.3 2.2 cM capacity (veh/h) 288 197 824 206 194 625 1183 •otal. . 0 0 0 VolumeLeft uuo.,011.104170417100.1,Eq,,,...04; .„.„.:,„. „.:.„,.,,,,...,.... i5AltigiVOM.RAW"''''''''''''""---- Queue Length . . . , 7 0 a . — ,,1014.,AWegat,-$:,-! None 4.0 74 4.1 2.2 100 686 N4.4+74ZW.0,!.."7400•4-72,:2"7-4.10-.4 . IPV cSF: '344 1700 1183 1700 1700 1700 1700 Lane LOS 70006*001,6 Approach LOS 00 U.011,01,,,Pjt .• 4 Ake' Average,Delay lJthization 0.5 07-032 Wagner Square MUSP 5/21/2007 PM Existing (2007) Synchro 5 Report Page 1 21 16 0 florldiv17-AA51 1 • • HCM Signalized Intersection Capacity Analysis 2: NW 17th St & NW 14th Ave 1 t Lane Configurations 1.0:00f-,90*100.1101Ni',',. TotalLost time (s) 4oigitIArOgen.:. ,..,:j000::,„01F,,g.% SatdFlow (prot) .;.eiffitf...11,41,=.;,-,,,,,a::,,-,,,,:-.,,,,,, „.......:....,.......„...„.....„.„,„...,•.....,,.,:. ,,... , .: ..:".. , :. , .., _..,, .,, . ..:,,....:„....„,,.,.,„.,,,,„„...,..„ Satd. Row (perm) 1322 1428 1583 888 3503 832 3483 ::,..,:f::::#004/1,VRigale:F=;'',.W30,'Ii-,ff.4. ,::::jT,41',t'11;E',34';g-;''',8,0g:405;i',''.4ggi1it,Wi'.04i27400j;f.,6k4::.18:58i-IP'.-:26,'g,,':,f3 ''?'"307'"'..41-:':.'''36 " Pea'k-hour factor, PHF . 0.74 6.74 0.74 0.74 0.74 0.74 6.74 0.74 0.74 0.74 0.74 0.74 .l'utto4(0:413:m:iktkaRg.:;:,:;:ogigot:IgM:*:,:kl6:1442gM.2.110Z,Z54:6360,R.:*g$::Nt 01,44,i!o.--,3-N.:m$::.49;,:!.,,4::4:44:0;NERI4' Lane Group Flow (vph) 0 80 0 0 224 36 8 512 0 60 454 0 ,,,•,:'(d,'XfPA-HSSBI,,ag§,F,Sgs,t'ign:Eg:S'itP;,Of,#a'gnlVf.g-SgktWi?ROOtNVeffrfgtit ROEIOWERia'NE,;i:ttgE Protected Phases 4 8 2 6 Permitted P001§41f-00:P.::f',41150300,V•Z:',''''A'IMIM M.M;2,..N...,,,,,,,-1...,-A 0.gOt'a.-,r, ..-,...,, •.-,„,-......,..,-,-..----. .:.., .....,,,,,,,...,... -,,,,,,,,.•..:.,,,..,..,,,, •...,, ....:>,,,,•-• . ....,...„,,,........,.....„.,,..,.. Actuated Green, G (s) 20.0 20.0 20.0 30.0 30.0 30.0 30.0 ff:O:-lj9fSg:t0*6,at0g1"l'Effaf.PRti.221. 4k,,0':1:V31.' -4.zigcatall:Ofagl*:'.?Niij:,e.i..1.1 Actuated g/C Ratio 0.35 OE35 0.35. . 0.52 0.52 '100000jTlitil#01Peg:!;Vggitg:21:00:iiignjlitSMAN:.iig:41-0-41444g:10g4ZO:dinik(4420ERSME!...:3015:Z§M.12.,:;05:i4 Lane Grp Cap(yph) 463 500 ... 554 459 1810 ,... 430 .1800 (fitiqAti0;0013R,,g0k:::iiikM,:iNggiat:%:g:::itagRA:1900Vanaggra-00:-1Arl:lie:441.15iii:gil.::::- v/s Ratio Perm ...... 0.06 c0.16 666.61 0.06 g.0104001ta iiiIM:'FRG:'?.',;:: 1124:m.gmigatior0.45 0:100114102R0.'28ilitagnil0.. _IN:19:,,-':•IN.::11;.:'1';'1''.:' Uniform Dejay, d1 .,,..,. , 13.5 15.0 13.0 7.1 8.2 7.5 8.1 -„,1404007,0101400.4:at, ''",!Nal...,..;a2INir-- '4'ffSigit, gatiMiSlit4PREVOTZIKEI.:10„Onti Incremental Delay, d2 2.9 b.6.1 0.4 0.6 0.3 ,-..:04V.0:RP-PiRatitiignAg14•1'..,Ndillgf00,47445}7,-, --AROZf 8.6 819 Kit2':84.50p,0,2$ Level of Service B B B A A A A 1D/212007 4, 6010KNOINNIP Approach LOS '14 4.L 4:6 4.0 4.6 40 .4965 .99 1 00 - • 1•00 0,9 8 3 1776 350317710 3483 fty.29*-t.sotywAyAtarov4mw....3„rw.simf.,eorAir,-,ro.,„.45,40,0e "'01`4.,01--50.4 • HCM Average Control Delay HCM tifietd:rapeoi.' ratio' Actuated Cycle Length (s) trite000010041% tgi1f4gfr c Critical Lane Group 10.5 HCM Level of Service0.35 60.0 Sum of lost time (s) 8 0 07-032 Wagner Square MUSP 5/21/2007 PM Existing (2007) Synchro 5 Report Page 2 floridivi7-AA51 • Uniform Delay, di 12.8 Delay 134 LOS 44014.0k401:1'.' Approach LOS Cycle Length: 60 13.4 Timin s 2: NW l7th St & NW l4th Ave t.‘ Lane Configurations Turn Type Perm Perm Protected Phases Permitted Phases Detector Phas Minimum initial (s) 4.0 Total Split (s) Yellow Time (s 8 8 4,0 4.0 4.0 4.0 4.0 4.0 25.0 25.0 25. 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4 25.0 25.0 35.0 35.0 35.0 35.0 4.0 4.0 Lead/Lag Lead LagOptmize? Recall Mode ....... Max ....Max Max Max Max Max Max Max Max Actuated g/C Ratio 0.35 0.35 0.35 0.52 02„_ 0.52 0. 2 15.0 0.0 7.0 7.8 7.4 7.5 4,1,....eyarprwAeziaw ,W,Z4nAr.e' Actuated Cye Length 60 Offset: 0 (0%), Referenced to phase 2:NSTL and6:SBTL, Start of Green Na Control Type: Pretimed fntersection SignatDelay: 9.4 ... Lev of Splits and Phases: 2: NW 17th St & NW 14th Ave Intersection LOS: A 08 +212007 07-032 Wagner Square MUSP 5/21/2007 PM Existing (2007) Synchro 5 Report Page 1 floridiv17-AA51 • HCM Unsignaiized intersection Capacity Analysis 3: NW 17th St & NW 15th Ave Pedestrians Walking Speed Right turn flare edian storage veh liar - ... vC1, stage 1 conf vol 4\ 7.1 6.5 6.2 7.1 6.5 3.5 4.0 3.3 3.5 4.0 3.3 2.2 Oki Volume Le u cSH Queue Length (fi) a t G3E1IfJt3L7 Lane LOS r q;, _ Approach LOS Average Delay nterse'ction' .0 SOP= 0.'„It- dizatio 737 769 1564 1500 5.5 07-032 Wagner Square MLISP 5/21/2007 PM Existing (2007) Synchro 5 Report Page 2 floridivi7-AA51 HOM Unsignalized intersection Capacity Analysis 4: NW 19th St & NW l5th Ave Lane Ccnfiguratidns Glrgade 0% Peak Hour Factor 0.83 0.83 'dtitlr:fiC*tte:(Veh Pedestrians VValking Speed (ftis 1ent000:(0 Right turn flare (,veh MedantypeNone Median storage veh) vC1: stage 1 confvo tC, single (s) tF (s) 3-5 3.3 2.2 912 1084 1621 cM caPacf6t Volume Total Volume Left VoIumeRght cSH Queue Length (ft) ConfroJ Delay s) Lane LOS Approach Oeiay {s Approach LOS 6.4 6.2 4.1 36 35 , 1079 1621 1700 A Average Delay thiers'e.dtian Capacity Utftzation 0% 0% I 0/212007 • 4.0%,,,,P"r7r 07-032 Wagner Square MUSP 5/21/2007 PM Existing (2007) Synchro 5 Report Page 3 floridIv17-AA51 07-0 2 agner Square USP P Proposed (2010) • iloridiv17-AA51 HGM Unsignalized intersection Capacity Analysis 1: NW 1 th St & NW 14th Ave Pedestrians Walking Speed (ftis Percent31 e Right turn flare (veh ivledia itipe Median storage veh vC1, stage 1 confvol tC, single (s) tF (s cM capacity Volume Le veh/h) 7.5 6.5 6.9 3.5 4.0 3.3 3.5 6 780 165 154 583 1110 37-032 Wagner Square MUSP PM Proposed (2010) p 0.91 0.91 0.91 0.91 0.91 0 • 7.5 6.5 6.9 4.1 4.0 3.3 2.2 cSH 297 1700 1110 1700 1700 1700 1700 ac Queue Length (ft) Approach LOS Average Delay tntersecttort Capacity Utilizatij Lo-s eveiof Servk 4.1 2.2 793 07-032 Wagner Square MUSP 5/21/2007 PM Proposed (2010) Synchro 5 Report Page 1 • HCM Signalized Intersection Capacity Analysis 2: NW 17th St & NW l4th Ave J !„„trEilts.1410-7-',0% 07-032 Wagner Square MUSP PM Proposed (2010) Lane Configurations Total Lost time (s) o- Frt Satd. Flow 4.0 0.93 098 prot) 1698 4\ 4.0 4.0 4.$ 4.0 1.00 0.85 1.00 0.99 1809 1583 1770 3503 1238 1033 1583 42 „ 0.74 0.74 0.74 0.74 0.74 468 0 0 246 38 4.0 4.0 0'95, 1.00 0.96 1770 341. 7'86 818 3414 6.74 0.74 0.74 0.74 0.74 103 524 0 51 553 0 ' Perrn Perm 20.0 20.0 30.0 3 0.35 0.35 0.52 0,52 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 vls Ratio Prot Satd. Flow perm) Peak -hour factor, PHF 0.74 Adj. Fow (vph) 157 Lane Group Flow (vph) TurnType Perrn Protected Phases 4 Actuated Green, G (s) 20.0 ibtkOppjtoy- v/c Ratio 0.15 2 6 30.0 30.0 30.0 0.52 0.52 3.0 3.0 c0 16 006 1.08 0.68 0.07 0.25 0.29 0.12 0.31 Uniform Delay di 19.5 Progression Factor 1.00 lief6meffitiv" Delay (s) 86.2 .„.,.... .„, 130-1?,,;•, .1:•a,,,VOgi:i'iggigg5; 1.00 1.00• , 00 :ii-•5:7:..,99'(•:;',::::':.5021::'<titils:15:-;i:E::'044'...g,.:!,:-Vg:i-l'.. 26.5 13,2 9.6 8.6 1.00 1.00 06 :10.12:Apm.y: 8.1 8.8 Approach Delay (s) 86.2 24.7 8.8 8.8 ApproachLO5_ A. - - :„-T44,44,,,,/eotirwrii.v.wonf elo HCM Volume to Capacity ratio 0.62 :':OtCiate0,gtokreffalt ‘‘' Intersection Capacity Utilization 75.4% ICU Level of Service c Crthca! Lane Group 07-032 Wagner Square MUSP 5/21/2007 PM Proposed (2010) Synchro 5 Report Page 2 flo rid Ivi7-AA51 • Timings 2: NW 17th St & N- Lane Configurations Turn Type Perm 4OfeOte0"P:FiaSeS:':FilFv „.. Permitted Phases Detector MninrnInitial(S) 4.0 4.0 4 0 4.0 4th Ave Per Perm Perm 07-0 Perm agner Square MUSP PM Proposed (2010) 6 4.0 4 4 0 Total Split (s) 25.0 25,0 25.0 25.0 25.0 35.0 35.0 Tota 4:: 9, 815 - Yellow Tinie (s) 4.0 4.0 4,0 —4.0 -4.0— 4.0 Lead/Lag Lead -Lag 0ptimize7 Reca'J Mode Max Max Max 2x Max Actuated Ratio -- 0.35 , 0.350.52 4.0 10 35.0 35.0 4.0 4.0 Uniform Delay, d1 POWNIRCON:g:g. LOS Approach Delay Approach LOS Coord Coord Coord Coord '31 7.5 6.6 Cycle Length: 60 Actuated Gyce Length. 60 - „ Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Control Type: Actuated -Coordinated 410:iWWtiat(gIgq;'g3MS:g:ttt.1,RgnjatZRVg.:NINM-gattgg.7gfgSAt.Mai.I.::ANEt:2Zigl'zl.gV:ZER.ga;::F4., intersection Signal Delay: 15.4 Intersection LOS: B It40.$110401.*A0.:00.01tiV111#0004°1i-ViaiNIZZi3001E0011:§t$400MR0:1-two:ax:t::::0::-,,,',t:oKei?owiy; Splits and Phases: 2: NW 17th St & NW 14th Ave 02 --111' 04 V- 08 07-032 Wagner Square MUSP 5/21/2007 PM Proposed (2010) floridivi7-AA51 Synchro 5 Report Page 1 ( • HCM Unsignaiized intersection Capacity Analysis 3: NW 17th St & NW 15th Ave f Lane Configurations Sign ControJ Grade --* „ 0% Peak Hour Factor 0 66 0.66 .66 , Pedestrians 'Walking 6peed(it/s)..,„ Percent Biockage Right turn flare (veh) Mediantype None Median storage ven) :iAtc'S.*!Mfti:t voi, stage 1 convoi tC, single (s) 71 6:5 6.2 7.1 6.5 6.2 (S) ..... 3.5 4.0 3.3 .3,8 4.0 3.3 cM capacity (vehih) 187 ....343 928 345 363 ,.. 917 1459 07-032 Wagner Square MUSP PM Proposed (2010) 0.66 0.66 0.66 0.66 0.66 o um Totat_ 251,89 298 186 292 Volume t_eft 61 92 6 165 Vorurne Right-144-0M-010ti.5!g;iitFa2ag:IVI ;,::',V,-tigaikt:''''':" cSH 225 374 1459 1395 „::;o.'.::':;;:::.,..'Aeiig','q.1%:':ZiliqA:pugg§g:3]N.:P:4)f:t4:plg.,ZO.'4!o:,gig.gn:Sg.'g,' Queue Length (fi) 45 171 0 10 0 40.,:t0EPOtk::1'N:ii ''.2tH#1,434igg60:50:Rit,4 LaneLOS D E A A :71-07,-7 70::.:4 ,,, Approach LOS e 4.1 2 2 Average Delay 19.9 Intersection Capaci60 9% LOS ir 4, 0.66 0.66 4.1 2.2 88 1395 MP4S2W%-tr*".; 07-032 Wagner Square MUSP 5/21/2007 PM Proposed (2010) Synchro 5 Report Page 1 4 floridiv17-AA5 ( HCM Unsignalized intersection Capacity Analysis 4: NW 19th St & NW 15th Ave ";-Aoffroc-e-e"-' ,•06g Lane Configurations Grade 0% 0% 0% Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.8, Pedestrians Walking Speed s PS00:Atiqt000b14:Mit;;tin't,.::, Right turn flare (yen) Median type Nt Median storage veh) vC1, stage 1 conf vol ( _ :''#'2fOldiit;*0'.V•4-0.:::';'e.::-A•::.;;.-4-,.;,:.'n•••.-;R:‘,',..:.,;,-,',,-:.:,,,•:::: tC, smgle (s) ...,...._„........„„,_..„-, 41 .. .....,,,„_„.„.t,2stages _... ..1_,...._... „ .. (s)3 5 3 3 2 2 150160,40,fr„ea40,,•:',..2.1:453.,,,,..!,,00„.s.,,v,),:Z,,„;,,,,,:,,,,,,....„...,,„.„,,,,,„,,.„,,.,„,,.,,,,„, _,.......... 87 oM capacity (\tenth) 515 1084 162 1 .:,,,,,,-,:a',.-•:•:',4,.•-.6;R;.,'.4*g.-M.'.q.0•M::.',1•:',?:.IW•q.a.t,.0,,I.W5•34-4..fliRkEt',.: •,,,,,,,,,,,,,,.,, • • 1 1 0 40-1-1 " War nf,l'a OVA Mt* 4 P. Volume Left 208 0 <tir;Atrs 07-032 Wagner Square MUSP PM Proposed (2010) ee'W• 7-4f4- 5W- •`:-<.:•=.: .-. • - --4W1g10614.**Par -.., 70hWINWOOMMIONIPAIgIXIMW01-p,,,--, --,,-,-,, cSH 1068 1621 1700 Y:CNTP#-*ggOlt•a$1.-QAER-L --'17-,. Queue 7 Lane Co s tde:9:'4'Y Approach LOS A 07-032 Wagner Square MUSP 5/21/2007 PM Proposed (2010) Synchro 5 Report Page 1 flondlvi7-AA51 ( ( ( • C. single (s) tF (s) p0 queue free % cM capacity (veh/h) HCM Unsignalized intersection Capacity Analysis 5: NW 17th St & DM 2 f ne Configurations •<2 6rade 44001.002,„ Peak Hour Factor Hourly flow rate (ve Pedestrians \*. ree o% 0.92 0.92 0.92 0.92 0.92 0.92 ,FgRj-41:Nt6;54M'i ' Walking Speed (ft/s) ,reenT-816,6tadeim.':Rson Right turn flare (ven) ',.".,:',',.••:.:.•"<•."..•.•••••0 Median storage veh) ;;010004,V:01147m:10E040&N:-.;ta::''EgNOV'::::',A:t.IN:',z4ii'4'.4 vb , stage 1 conf vol vC2 tae 2 crif vo 4.1 6.4 6.2 2.2 3.5 3.3 OgMM974ggeg.MW&A'Agr6Z5K. 1413 603 907 one SIMAIWjag,7741 141 07-032 Wagner Square MUSP PM Proposed (2010) • ,,,•••••••;•:,„.."....."•,,...f, APTAVA . • .v 4friAp. „ • ? - • -•""&;•• .01,404Z4 "***.'6'"Askile•M4.W." kb&r. ,r Volume Total 203 Volume Lefte,165 335 Volume Right 0 48 132 ,cSft 1413 1700 695 Volume to Capacity 0.03 0.10 0.48 Controi belay (s) 1.6 0.0 14.9 ';160:$telitagtifFERNWRINtiaaa:MagiqR4: Approach Delay (s) Approa6h ).OS' Average Deay„ intersection Capacity Utilization 49.2% ICU 07-032 Wagner Square MUSP 5/21/2007 PM Proposed (2010) Synchro 5 Report Page 1 floridivi7-AA51 HCM Unsignalized intersection Capacity Analysjs 6: DAN 3 & NW 15th Ave Or .9 Lane Configurations Grade „ Peak Hour Factor Hourly flow Pedestrians Walking Speed (ft.is) 0.100144er' Right turn flare (veh) MO01001tEMEN:!L' Median storage veh) *',0401600)14IOUN202 vC1, Stag e...1 confVC( to, single (s) tF (s) 3.5 3.3 2.2 1P cm capacity (Veh/h)769 967 1467 - - Free - 0°0 0.92 0.92 0.92 0.92 0.92 0.92 07-032 'Wagner Square MUSP PM Proposed (2010) Volume Left 6.4 6.2 164 0 33 B A Approach Delay.(s)VA11..700.04M,32 Approach LOS 4.1 :'::.661ie,: t...,..,,,,n;i1(,,,,,,,,,,,,,,,,,,,c(i.z.:,,v.4, 5-,,,,e,..:,;..., .,,,,,.,..3„;,-,,,,..1X . -e,.. -,..,,,,,,,,,,,,,,-,:c:,,,,,,,,..::..:;,..;.:..y;.;,,,.;.;,..,.Q.,,,.,:,,,,,,r,,,,,, cSH 854 1700 1467. :::401:4':004*0.0iitgi :0AZ2.11.':Ol:Pgi.:11.53:(*.9',..J.:tf.;ff..RflifFMA.,m5:0',64:',."%*',g;w:''' Queue Length (ft) 44 0 2 ,:010.(01,t41111SURIA:t7011A1AigiOggti:Y.QR-sv,.20: „ .. . .... „ .„... ... ...... ....e......„..... Lane LOS -art-tV" .x.„>•--AINPAsvr 4f4-", Utllzatoh Average Delay rit-efee09rfq4Paci 07-032 Wagner Square MUSP 5/21/2007 PM Proposed (2010) Synchro 5 Report Page 1 florid1v17-AA51