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III.2. Traffic Impact Analysis & Sufficiency Letter
Castillo, Vanessa From: Medina, Lilia I. Sent: Monday, October 05, 2009 11:42 AM 0: Perez, Antonio; Castillo, Vanessa Cc: nprange@yahoo.corn; rodriguezms@gtlaw.com Subject: Carver Village -Substantial Modification and Sufficiency for Traffic Review For the file, / find the revised design, development program} and parking configuration for Carver Village itr compliance with the traffic review per the Office of Transportation of the City of Miami. The applicant for the st1bject property, located at 401 NW 71 Street, Miami, Florida (also located at 485 NW 71 Street) is tindergoing a Stibstantial Modification to their previous st1binittal. According to Mr. Patrick Range, and, the applicant, the City's Department of Public Works has approved the revised plans including the proposed two parking garages (phased construction) that will address the required parking for the residential units of the project. Therefore, since the Department of Public Works has no conflict with the internal configuration and turning movements of the parking garages, I find the Substantial Modification meets all the traffic requirements. The previotls sufficiency letter on the traffic in7pact report, dated Septernber 6, 2007, is still applicable since the revised project only proposes one additional residential unit in comparison to the previous development prograrn. Should you have any questions, please call me at the number listed below. Lilia /. Medina. AICP Assistant Transportation Coordinator. City of Miami Office, of the City Maliagot-ITt-,.-)r),,3i)ortaliori 444 SW 2nd Avenue, 10th Floor Miami, Fl- 33130 tek 305,416,1080 fax: 305,416. 10 19 snail: lilpodina,(i��miqnjkqov.co 49/06/2007 10:32 FAX URS 2002/002 September 6, 2007 Via Fax and ISS Mail Ms. Lilia 1. Medina, AICP Assistant Transportation Coordinator City of Miami, Office of the City Manager/Transportation 444 SW 2nd Avenue (1 Qt' Floor) Miami, Florida 33130 Re: Village Carver S'ufficlency Leifer— Review # 179 Dear Ms. Medina: Subsequent to our May 8, 2007 review comments for the subject project, we have received formal responses from Richard Garcia and Associates Inc. (RCA) dated May 10 and September 5, 2007. Photocopies of RGA's responses are attached herewith. The traffic impact study had identified Transportation Control Measures (TOM) 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; and 3. Provide transit information for residents and patrons. The development approval of this site should be conditioned upon these TCMs and providing convenient and secure spaces for bicycles. At this time, we conclude that the revised traffic report along with the subsequent submittals meet all the traffic requirements and the report is found to be sufficient. Should you have any questions, please call me at 954.739.1881. Sincerely, Raj E. Traffic URS Corporation Lakeshore Complex 5100 NW 33rd Avenue, suite 150 Fod Lauderdale, FL 33309-6375 Tel: 954.739.1881 Fox., 954.739.1789 Attachment GC: Mr. Antonio E Pew, Planner A, City of Miami Planning (Fax • 305.416.1443) Mr. Richard Garch% P.r., RGA. (Fax. 305.595.7505) RICHARD GARCIA & ASSOCIATES, INC. Major Use Special Permit (MUSP) Traffic, Impact Study Village Carver 401 NW 71 st Street Miami, Florida April 4, 2007 Village Carver-`MUSP ENGINEER'S CERTIFICATION Traffic Impact Study I, Richard Garcia, P.E. # 54886, certify that I currently hold an active Professional Engineers License in the State of Florida and am competent 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. I further certify that this report was prepared by me or under my responsible charge as defined in Chapter 61G15-18.001 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: Village Carver MUSP- Traffic Impact Study 401 NW 71St Street Miami, Florida Florida Regi0rdTion No, 54886 R4/& RICHARD GARCIA & ASSOCIATES, INC. to I Village Carver- MUSP Traffic Impact Study TABLE OF CONTENTS ENGINEER'S CERTIFICATION...........................................................................................................................I EXECUTIVESUMMARY...................................................................................................................................IV 1.0 INTRODUCTION ................................................................................................................................... 1 1.1 PROJECT DESCRIPTION / LOCATION.................................................................................................... 2 1.2 TRIP GENERATION.............................................................................................................................. 4 1.3 TRAFFIC DISTRIBUTION...................................................................................................................... 5 1.4 TRAFFIC ASSIGNMENT....................................................................................................................... 6 1.5 SITE TRAFFIC..................................................................................................................................... 7 2.0 EXISTING CONDITION ....................................................................................................................... 8 2.1 TRAFFIC COUNTS................................................................................................................:.............. 8 2.2 GEOMETRY.......................................................................................................................................10 2.3 SIGNALIZATION................................................................................................................................11 3.0 FUTURE CONDITIONS ....................................................................................................................... 13 3.1 PLANNED ROADWAY IMPROVEMENTS .............................................. ..................... 13 3.2 I...... 1.................... CORRIDOR LEVEL OF SERVICE ANALYSIS........................................................................................ 13 3.3 INTERSECTION LEVEL OF SERVICE ANALYSIS.................................................................................. 15 3.4 TRANSPORTATION CONTROL MEASURES PLAN (TCMP)................................................................. 18 4.0 RECOMMENDATION ........................................................................................................................19 K4ARICHARD GARCIA & ASSOCIATES, INC. Village Carver - MUSP LIST OF FIGURES Traffic Impact Study Figure 1: Location Map .............................................. Figure2: Site Plan............................................................................................................................. Figure3: PM Peak Site Traffic.................................................................................................................. 7 Figure 4: Existing PM Peak Hour TMC's...................................................................................................9 Figure 5: Existing Lane Geometry ............................................................ Figure 6: Proposed PM Peak TMC (2010) .................................................: ....16 ...................................... Figure7: Driveway Volume...................................................................................................................17 LIST OF TABLES Table 1: Intersection Level of Service Summary ................................................................................. iv Table 2: PM Person Trip Corridor Analysis Summary ............................................................................ v Table 3: PM Trip Generation Summary..................................................................................................5 Table 4: Cardinal Distribution ..... :..................... ......... Table 5: PM Peak Hour Traffic Distribution .................................. 7 Table6: PM Peak Hour Volume.............................................................................................................. 8 Table 7: PM Person Trip Corridor Analysis Summary ..................................................: ................14 Table8: Intersection LOS............................................................................................................... .....15 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: Intersection & Driveway Analysis R4ARICHARD GARCIA & ASSOCIATES, INC. Village Carver- MUSP Traffic Impact Study Executive Summary The subject project is located at 401 NW 71St Street in the City of Miami, Florida. The subject development is comprised of 308 Dwelling Units of High -Rise Condominium. The site is currently a YMCA but was assumed Vacant for this analysis. The Trip Generation calculations of this project revealed there will be 38 net vehicles per hour (vph) entering and 22 vph exiting during the PM peak hour. The subject project is located in TAZ 428 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 Existing (2007) Dela LOS Dela Proposed (2010) LOS NW 71 Street & NW 7 Avenue 31.9 C *31.1 C NW 71 Street & NW 5 Avenue/Driveway 1 1.7 A 2.2 A NW 71 Street & NW 2 Avenue 28.5 C *27.9 C NW 71 Street & Driveway 2 Note 7 A * Although delay went down the v/c (volume to capacity) ratio increased. This is an indication of unused green time and reserve capacity. K4/L RICHARD GARCIA & ASSOCIATES, INC. Iv Village Carver - MUSP Traffic Impact Study Table 2: PM Person Trip Corridor Analysis Summary 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 D for the PM peak. Therefore, since sufficient roadway capacity exists within this project, the person -trip transit mode analysis was not determined. Tables 2 summarizes the results while the Person Trip tab contains the spreadsheet utilized to compute the seasonally adjusted existing e n U�JUQ RICHARD GARCIA & ASSOCIATES, INC. V ROADWAY MODE ROADWAY PERSON ROADWAY PERSON- PERSON- EXCESS TRIP MIAMI ROADWAY TRIP ROADWAY TRIP PERSON ADOPTED CORRIDOR VEHICULAR CAPACITY VEHICULAR VOLUME TRIP FROM TO DIR LOS TYPE CAPACITY 1.6 PPV VOLUME A 1.4 PPV CAPACITY V/C LOS NW 2 AVE NW 62 ST NW 79 ST NB E 1 LD 810 1296 196 274 1022 0.21 C NW 79 ST NW 62 ST SB E 1 LD 810 1296 757 1059 237 0.82 D NW 71 ST NW 7 AVE N. MIAMI AVE EB E 1 LD 810 1296 441 617 679 OA8 C N. MIAMI AVE NW 7 AVE WB E 1 LD 810 1296 314 439 857 0.34 C NW 2 AVE NW 62 ST NW 79 ST NB E 1 LD 810 1296 207 289 1007 0.22 C NW 79 ST NW 62 ST SB E 1 LD 810 1296 798 1117 179 0.86 D NW 71 ST NW 7 AVE N. MIAMI AVE EB E 1 LD 810 1296 465 661 645 0.50 C N. MIAMI AVE NW 7 AVE WB E 1 LD 1 810 1296 1 331 463 833 0.36 C W 79 ST NB E 1 LD 810 1296 207 289 1007 0.22 C 777WB W 62 ST SB E 1 LD 810 1296 798 1117 179 0.86 D AMI AVE EB E 1 LD 810 1296 465 651 645 0.50 C RANNEENINEMEM W 7 AVE WB miss= E 1 LD 810 1296 331 1 463 633 0.36 C NW 2 AVE EM NW 62 ST NW 79 ST NB E 1 LD 810 1296 221 309 1 987 1 0.24 C NW 79 ST. NW 62 ST SB E 1 LD 810 1296 823 1152 144 1 0.89 D NW 71 ST NW 7 AVE N. MIAMI AVE EB E 1 LD 810 1296 470 658 638 1 0.51 C N. MIAMI AVE NW 7 AVE WB E 1 LD 810 1 1296 347 486 810 1 0.37 C 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 D for the PM peak. Therefore, since sufficient roadway capacity exists within this project, the person -trip transit mode analysis was not determined. Tables 2 summarizes the results while the Person Trip tab contains the spreadsheet utilized to compute the seasonally adjusted existing e n U�JUQ RICHARD GARCIA & ASSOCIATES, INC. V Village Carver - MUSP Traffic Impact Study i condition, the future year (i.e. 2010) background condition, the I background and committed condition and finally, the proposed condition containing the cumulative effects. As such, sufficient Transportation Corridor capacity exists to support this development. K4ARICHARD GARCIA & ASSOCIATES, INC. VI Village Carver- MUSP Traffic Impact Study 1.0 Introduction The purpose of this study is to evaluate the associated traffic impacts with the proposed development of the site located between NW 5th Avenue and NW 31d Avenue on the north side of NW 71 It Street in the City of Miami, J 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 71St Street/ NW 71h Avenue, NW 71st Street/ NW 5th Avenue, NW 71St Street/ NW 2nd Avenue and Site Driveways. 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 • Traffic Counts ■ Existing Level of Service ■ Proposed Level of Service ■ Recommendations VX\\,�1U RICHARD GARCIA & ASSOCIATES, INC. 1 Village Carver- MUSP Traffic Impact Study 1.1 Project Description / Location The subject project is located between NW 5th Avenue and NW 3rd Avenue on the north side of NW 71St 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: .• LandUse232: Highrise Condominium with 308 DU (Dwelling Units) Figure 1 depicts the site's location map, while Figure 2 is the proposed site Figure 1: Location Map K�A RICHARD GARCIA & ASSOCIATES, INC. 2 Village Carver - MUSP Traffic Impact Study Figure 2 below is provided for illustrative purposes. Figure 2: Site Plan k4ZA RICHARD GARCIA & ASSOCIATES, INC. 3 ,I Village Carver- MUSP Traffic Impact Study :a 1.2 Trip Generation The trip generation characteristics for the subject project were obtained from ITE's Trip Generation Manual, 71h Ed. ITE's Land Use (LU) 232: Highrise Condominium was 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 3 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, a 22.6% transit reduction factor and a 10.0 % pedestrian/ bicycle reduction. These factors are consistent with the values used in the City's DRI — Increment II for the Omni Area. 0 R4ARICHARD GARCIA & ASSOCIATES, INC. 4 I Village Carver - M USP Table 3: PM Trip Generation Summary Traffic Impact S 1.3 Traffic Distribution The Traffic Analysis Zone (TAZ) for the subject development is TAZ 428 as assigned by the Metropolitan Planning Organization's (MPO). The County's TAZ are included in the corresponding tab. The corresponding traffic distribution being assigned to the following directions are outlined in Table 4. The corresponding tab includes a TAZ Map and the corresponding Directional Distribution Summary for this zone utilizing the 2005 Cost Affordable Plan. K4/L RICHARD GARCIA & ASSOCIATES, INC. 5 ITE ITE TRIP IN OUT LU GENERATION TOTAL Land Use LU Units CODE RATE Trips Trips TRIPS High -Rise Condominium 308 DU 232 0.38 74 43 117 Site Trip Generation 74 1 43 117 Vehicle Occupancy Adjustment @ 16.0% Of Gross Tris 12 7 19 Transit Trip Reduction 22.6% Of Gross Tris 17 10 26 Pedestrian/Bicycle Trip Reduction @ 10.0% Of Gross Tris 7 4 12 Net Vehicle Trips 38 22 60 Net Person Trips in Vehicles @ 1.40 Persons/ Vehicle53 31 84 ,Net Person Trips in Transit 1.40 Persons/ Vehicle 23 14 37 Net Person Trips (Vehicle and Transit Modes) 77 45 121 ig Net Person Tris alkin /Bic clin 1.40 Persons/ Vehicle 10 6 16 1.3 Traffic Distribution The Traffic Analysis Zone (TAZ) for the subject development is TAZ 428 as assigned by the Metropolitan Planning Organization's (MPO). The County's TAZ are included in the corresponding tab. The corresponding traffic distribution being assigned to the following directions are outlined in Table 4. The corresponding tab includes a TAZ Map and the corresponding Directional Distribution Summary for this zone utilizing the 2005 Cost Affordable Plan. K4/L RICHARD GARCIA & ASSOCIATES, INC. 5 Village Carver- MUSP Traffic Impact Study Table 4: Cardinal Distribution 1.4 Traffic Assignment The peak hour trips from Tables 3 has been distributed and assigned to the existing adjacent roads. As evident from trip generation calculations, the peak hour represents the worse case. Table 5 was developed to depict the PM Peak Hour Assignments. �e n u��IU RICHARD GARCIA & ASSOCIATES, INC. 0 Village Carver- MUSP Traffic Impact Study 2.0 Existing Condition 2.1 Traffic Counts For the purposes of the corridor analysis, 48-hour Automatic Traffic Recorders were taken on Wednesday March 28th and Thursday March 29th, 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 1.00 and 0.98 respectively. Tables 6 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. Table 6: PM Peak Hour Volume 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 4 is a graphical representation of the existing PM TMC's that has been seasonally adjusted for peak annual conditions. RICHARD GARCIA & ASSOCIATES, INC. $ ROADWAY JAVERAGE PM PEAK HOUR Link NAME AT DIR VOLUME 1 2 B 11 12 NB 200 196 1 NW 2 AVE North of NW 71 ST SB 772 757 LINK 972 953 EB 450 441 2 NW 71 ST West of NW 2 AVE WB 320 314 LINK 770 755 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 4 is a graphical representation of the existing PM TMC's that has been seasonally adjusted for peak annual conditions. RICHARD GARCIA & ASSOCIATES, INC. $ t 4. y. Village Carver - MUSP Traffic Impact Study 2.2 Geometry Geometry: NW 71St Street NW 7111 Street is a two lane undivided non -state road. It provides connectivity in the east -west direction and has an auxiliary left turning lane at NW 7th Avenue and NW 2nd Avenue. On -street parking is permitted. Geometry: NW Th Avenue/SR 7/US-441 NW 7th Avenue is a four lane divided state road. It provides connectivity in the north -south direction and has an auxiliary left turning lane at NW 71St Avenue. On -street parking is not allowed. Geometry: NW 5th Avenue NW 5th Avenue is a two lane divided non -state road. It provides connectivity in the north -south direction. On -street parking is permitted. Geometry: NW 2nd Avenue NW 71h Avenue is a two lane divided non -state road. It provides connectivity in the north -south direction. On -street parking is permitted. Existing Lane Geometry The existing approach lanes are depicted in Figure 5 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. FD)e n RICHARD GARCIA & ASSOCIATES, INC. 10 Village Carver - MUSP Traffic Impact Study Figure 5: Existing Lane Geometry 2.3 Signalization NW 71 st Street & NW 2nd Avenue The existing signal timing was obtained from Miami -Dade County Signals and Signs Division. The existing PM Peak hour condition has a 90 second cycle length. The PM Peak hour Signal Operating Plan (SOP) consists of a two-phase operation. The first phase provides east -west through movement. This phase has 24 seconds of green indication followed by 4 seconds of yellow and no all red. The second phase is the north -south through movement. This phase has 58 seconds of green indication K4/L RICHARD GARCIA & ASSOCIATES INC. 11 } Village Carver- MUSP Traffic Impact Stu ' followed by 4 seconds of yellow and no all red. This is further documented in the Timing/Factors tab as Asset ID 2087. NW 71St Street & NW Th Avenue The existing signal timing was obtained from Miami -Dade County Signals and Signs Division. The existing PM Peak hour condition has a 110 second cycle length. The PM Peak hour Signal Operating Plan (SOP) consistsof a three-phase operation. The first phase is the eastbound left movement. This phase has 6 seconds of green indication followed by 3 seconds of yellow and no all red. The second phase is the north -south through movement. This phase has 69 seconds of green indication followed by 4 seconds of yellow and 1 second of all red. The third phase provides east - west through movement. This phase has 22 seconds of green indication followed by 4 seconds of yellow and 1 second of all red. This phase has 6 seconds of green indication followed by 3 seconds of yellow and no all red. This is further documented in the Timing/Factors tab as Asset ID 2088. U�1Uc'� RICHARD GARCIA & ASSOCIATES, INC. 12 Village Carver- MUSP Traffic Impact Study 3.0 Future Conditions 3.1 Planned Roadway Improvements The 2007 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. 3.2 Corridor Level 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 Corrido_rsMeetinq 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 D for the PM peak. Therefore, since sufficient roadway capacity exists within this project, the person -trip transit mode analysis was not determined. R4/& RICHARD GARCIA & ASSOCIATES, INC, 13 Village Carver - MUSP Traffic Impact Study Tables 7 summarizes the results while the Person Trip tab contains the spreadsheet utilized to compute the seasonally adjusted existing condition, the future year (i.e. 2010) 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 7: PM Person Trip .Corridor Analysis Summary IMe A UW/JQ RICHARD GARCIA & ASSOCIATES, INC. 14 Village Carver- MUSP Traffic Impact Study 3.3 Intersection Level of Service Analysis Intersection analyses were performed for the peak seasonal existing condition and the proposed condition at the four intersections described below using the Synchro/SimTraffic software. The results indicate the LOS are within acceptable guidelines for these types of facilities. Table 8 provides a summary of the results while the corresponding tab provides the program output. Future driveway volumes were estimated from the adjacent intersections. The capacity analysis was done for the existing and proposed conditions (with site traffic) for the PM peak hour for the following intersections: • NW 711t Street & NW 7th Avenue (Signalized) • NW 71St Street & NW 51h Avenue (Unsignalized) • NW 71St Street & NW 2nd Avenue (Signalized) NW 71St Street & Project Driveway Table 8: Intersection LOS nose: Although delay went down the v/c (volume to capacity) ratio increased. This is an indication of unused green time and reserve capacity. R4ARICHARD GARCIA & ASSOCIATES, INC. 15 -- W d t�- Z -N. a ter' 107 4 i 5s' NW 71. S' 179 153 33 mm N 4 i r --T 1 Village Carver- MUSP Traffic Impact Study 3.4 Transportation Control Measures Plan (TCMP) 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, 7 information will be provided to residents and patrons of the transit system. �i Lastly, amenities will be designed that encourage all modes of transportation and minimizes traffic congestion levels. i r K4ARICHARD GARCIA & ASSOCIATES, INC. 18 Villaae Carver - M USP 4.0 Recommendation Traffic Impact S 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 exists to support this development. K4ARICHARD GARCIA & ASSOCIATES, INC. 19 E Village Carver- MUSP Traffic Impacf Study f Appendix A: Trip Generation I-D)e A MM//A RICHARD GARCIA & ASSOCIATES, INC. Appendix Village Carver Affordable Housing MUSP Project Trip Generation Analysis Trip Generation from ITE 7th ED. Adjustment factors taken from Downtown Miami DRI Increment 11 for Omni Area. r Village Carver Affordable Housing MUSP Project Trip Generation Analysis Trip Generation from ITE 7th ED. Adjustment factors taken from Downtown Miami DRI Increment 11 for Omni Area. 07-027 Village Carver Affordable Housing_Proposed Summary of Trip Generation Calculation For 308 Dwelling Units of High-Rise Residential Condo / Townhouse March 21, 2007 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 4.18 2.08 1.00 1287 7-9 AM Peak Hour Enter 0.06 0.00 1.00 18 7-9 AM Peak Hour Exit 0.28 0.00 1.00 86 7-9 AM Peak Hour Total 0.34 0.59 1.00 105 4-6 PM Peak Hour Enter 0.24 0.00 1.00 74 4-6 PM Peak Hour Exit 0.14 0.00 1.00 43 4-6 PM Peak Hour Total 0.38 0.62 1.00 117 AM Pk Hr, Generator, Enter 0.06 0.00 1.00 18 AM Pk Hr, Generator, Exit 0.28 0.00 1.00 86 AM Pk Hr, Generator, Total 0.34 0.59 1.00 105 PM Pk Hr, Generator, Enter 0.26 0.00 1.00 80 PM Pk Hr, Generator, Exit 0.12 0.00 1.00 37 PM Pk Hr, Generator, Total 0.38 0.62 1.00 117 Saturday 2-Way Volume 4.31 2.11 1.00 1327 Saturday Peak Hour Enter 0.15 0.00 1.00 46 Saturday Peak Hour Exit 0.20 0.00 1.00 62 Saturday Peak Hour Total 0.35 0.59 1.00 108 Sunday 2-Way Volume 3.43 1.88 1.00 1056 Sunday Peak Hour Enter 0.16 0.00 1.00 qg Sunday Peak Hour Exit 0.14 0.00 1.00 43 Sunday Peak Hour Total 0.30 0.55 1.00 92 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.. TRIP GENERATION BY MICROTRANS My Home 771 �w Show Me: Property Information 'Search By: Select Item ,. �r Text only Property Appraiser Tax Estimator Summary Details: olio No.: 01-3112-000-0710 Pro e : 01 NW 71 ST ailing MCA OF GREATER MIAMI -lAddress: INC I 1200 NW 78 AVE #200 MIAMI FL 3126-1817 11 rroperty Intormation: .Primary 600 LIBERAL done: COMMERCIAL .LUC: 0066 EXTRA FEATURE OTHER THAN PARKING /Baths: 0/0 Value: $618,749 Ing units::0 tions: dj Sq 224,437 Footage: 0 lot Size: 78,767 SQ FT ear Built: 0 12 53 41 1.81 AC M/L BEG } 1320FTE & 35FTN OF SW COR OF SEC 12 N egal Jescription: 290.63FTE ALG A LINE 260FTS OF & PARRL TO S R/W/L OF O -M BRANCH OF FEC RR FOR 270.48FTS 92.28FTW PARRL TO & Sale Informatinn- le O/R: 13130-5513 Sale Date: 12/1986 .ble Amount: 1$1,400,000 Assessment Information: 2006 2005 : $590,753 196,918 lue: $27,996 $27,519 ue: W.-da $618,749 224,437 Value: $618,749 224,437 tions: $618,749 224,437 lue: $0 $0 ACTIVE TOOL: SELECT MIAMI.0r%%C e (4,9:4 n a 0 i Digital Orthophotography - 2006 0 152 ft �; We appreciate your feedback, please take a minute to complete our survey. My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I USing_ Our Site. I About I Pho.ne_Di.recto.ry, I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, please click here to let us know. E-mail your comments, questions and suggestions to Webmaster Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property Street f/ Highway Miami -Dade County Water N W+ E 8 My Home Show Me: Property Information 'Search By: Select Item =`fi Text.only Property Appraiser Tax Estimator Summary Details: :-'1=olio Nn n�_zt�2nnn_n�on ;yviau ng iYMGA OF GREATER 1200 NW 78 AVE #200 MIAMI FL 33126-1817 Property Information: tPrimary 6600 LIBERAL one: COMMERCIAL C LUC: 0065 PARKING LOT 's/Baths: 0/0 Jnits: $232,443 Sq $825,794 �oota ge: ons: )ot Size: 134,686 SQ FT rear Built: $0 $0 12 53 41 3.09 AC M/L BEG I 850FTW & 35FTN OF SE gal COR OF SWI/4 TH Description: N553.71 FT W243.56FT LONG S R/W/L OF FEC S552.28FT E243.56FT TO POB OR 9888-667 Sale Information: 2le O/R: 13130-5513 Sale Date: 12/1986 ..ale Amount: 1,400,000 Assessment Information: (Year. 2006 2005 ,and Value: $808,116 215,498 IBuildin Value: $17,678 $16,945 Market Value: $825,794 $232,443 4ssess� ed Value: $825,794 232,443 ons: $825,794 $232,443 axabie Value: $0 $0 ACTIVE TOOL: SELECT Digital Orthophotography - 2006 0 152 it -�; We appreciate your feedback, please take a minute to complete our survey My Home I Property.l.nformation (Property Taxes I My_Neighborhood (Property Appraiser Home I Using. Pur Site. I About I Phon..e.Directory l Privacy I Disclaimer y If you experience technical difficulties with the Property Information application, please click.here to let us know. E-mail your comments, questions and suggestions to Webmaster Web Site © 2002 Miami -Dade County. All rights reserved. Ml MI•DADE Legend Property Boundary Selected Property /✓ Street /r/ Highway Miami -Dade County Water W E 8 My Home Show Me: Property Information .'Search By: Select Item Text only f Property Appraiser Tax Estimator Summary Details: Fro ert 01 NW 71 ST Mailing JYMCA OF GREATER MIAMI Wddress: JINC I 1200 NW 78 AVE #200 MIAMI FL l- 33126-1817 Property Information: Primary 600 LIBERAL done: COMMERCIAL LUC: 0043 HEALTH CARE -as/Baths: 0/0 I 1 Unita atal Exem lions: Auj q 522,529 ` oot e: 12,000 pt Size: 83,100 SQ FT Tear Built: 2002 12-53-41 1.87 AC M/L BEG 700 FTW & 35FTN OF SE egal COR OF SWI/4 CONT Description: N554.61 FT TO S R/ W/L/ FEC 150FT S553.71 FT E150FT O POB OR 13130-5510 5865 Sale Information: ale O/R: 098880664 ISale Date: 9/1977 ale Amount:305,000 Assessment Information: rear: 2006 2005 ind Value: $150,000 $150,000 [Building Value: $376,328 $372,529 rket Value: $526,328 $522,529 (Assessed Value: $526,328 $522,529 atal Exem lions: 1 $526,328 522,529 axable Value: I $0 $0 ACTIVE TOOL: SELECT Digital Orthophotography - 2006 0 152 ft We appreciate your feedback, please take a minute to complete our survey. My.Home I Property Information I Property.Taxes My, Nei.g.hb..orhood I P.roperty.Appraiser Home I Usin.g,_Our. Site. I Abomt I Phone_,Directo_ry I .Privacy I Disclaimer If you experience technical difficulties with the Property Information application, please click here to let us know. E-mail your comments, questions and suggestions to Webmaster Web Site © 2002 Miami -Dade County. All rights reserved. MIAMI.Nn%C Legend Property Boundary Selected Property Street *4V Highway Miami -Dade County ■ Water N W E S Village Carver -MUSP Appendix B: Trip Distribution Traffic Impact Study k4ARICHARD GARCIA & ASSOCIATES, INC. Appendix Traffic Analysis Zone (TAZ) A 84TH n = 84TH 84TH 85T(ry 84TH NNA ED 0 99 83RD 63RD 83RD 83 D 84TH 83RD 83RD Nv 377 82ND 408 406 0 _ 404 UNNAMED TILE RIVER 397 0 62ND 81ST BOTH 81ST = BOTH 8198 = BOTH -1 BOTH = z N 79TH tJ�8 y i 76TH Ni 78TH i = 77TH T77 1 Project Site .� ; 77TH 77TH - 76T 75TH 76TH„:- '` o y 1127 '1 76TH o 39P _ A 75TH 424 75 425 •� 4TH 74TH 74TH 73RD = 3RD 73RD 'A 73RD 0 T3RD 72ND 72ND \ t _ 71ST IZT_ N 70TH 70TH _ 379 1 3 9 5 2 70TH 69TH 70TH = 69TH 42 8 69TH 69TH 69TH PALM AY TH i `XX2aa `7 42 9 60TH 68TH LITH 67TH 68TH 4 31 _� 4 7TH 2g 0 67TH 663(12 .7 3�4 65TH 65TH 65TH 5TH 65TH 7390 y 39 64TH 64TH _ 64TH 3 63RD 3RD ' 63RD �' ' � 64TH 63RD 63RD z o 63RD 62ND i = KING fi?Nn 61 i 60TH 6 iST 61ST = 60TH 532 y 60TH "1 433 389 60TH 59TH 387 9TH N TH 39 �r A 59TH 380 1 58TH 58TH 58TH 58TH .- ou'1 SbTH 58T y 50TH 57TH 57T = x 57TH z y 57TH - 56TH 56TH .f•� af'f'ix-� r IV ., rem ---•_-- �...;. ,. .� _k - r r. �' �� s �.. G7 Jo Miami -Dade Interim 2005 Cost Feasible Plan 428 TRIPS 304 79 DIRECTIONAL DISTRIBUTION SUMMARY 407 377 ORIGIN I------------- PERCENT CARDINAL 3.49 DIRECTIONS ------------- 17.97 16.64 TOTAL ZONE 18.33 NNE ENE ESE SSE SSW WSW WNW NNW 739 421 TRIPS 373 231 287 527 601 552 319 365 3255 17.97 PERCENT 11.46 7.10 8.82 16.19 18.46 16.96 9.80 11.21 896 422 TRIPS 346 232 246 569 498 451 289 318 2949 17.68 PERCENT 11.73 7.87 8.34 19.29 16.89 15.29 9.80 10.78 672 423 TRIPS 448 326 290 951 527 658 320 374 3894 11.99 PERCENT 11.50 8.37 7.45 24.42 13.53 16.90 8.22 9.60 322 424 TRIPS 386 249 219 579 485 425 279 280 2902 15.74 PERCENT 13.30 8.58 7.55 19.95 16.71 14.65 9.61 9.65 270 425 TRIPS 282 104 108 430 360 384 180 215 2063 15.89 PERCENT 13.67 5.04 5.24 20.84 17.45 18.61 8.73 10.42 350 426 TRIPS 127 55 31 120 144 119 98 95 789 16.74 PERCENT 16.10 6.97 3.93 15.21 18.25 15.08 12.42 12.04 427 TRIPS 682 338 179 713 766 659 452 527 4316 PERCENT 15.80 7.83 4.15 16.52 17.75 15.27 10.47 12.21 428 TRIPS 304 79 109 552 407 377 220 217 2265 PERCENT 13.42 3.49 4.81 24.37 17.97 16.64 9.71 9.58 9L7 1111 k1 y 2'7 33 111 107 112 55 73 611 PERCENT 15.22 4.42 5.40 18.17 17.51 18.33 9.00 11.95 430 TRIPS 535 213 248 739 949 1702 410 484 5280 PERCENT 10.13 4.03 4.70 14.00 17.97 32.23 7.77 9.17 431 TRIPS 404 626 263 896 721 575 277 316 4078 PERCENT 9.91 15.35 6.45 21.97 17.68 14.10 6.79 7.75 432 TRIPS 525 228 294 672 388 538 304 286 3235 PERCENT 16.23 7.05 9.09 20.77 11.99 16.63 9.40 8.84 433 TRIPS 201 51 107 322 256 328 158 203 1626 PERCENT 12.36 3.14 6.58 19.80 15.74 20.17 9.72 12.48 434 TRIPS 200 60 91 270 242 238 224 198 1523 PERCENT 13.13 3.94 5.98 17.73 15.89 15.63 14.11 13.00 435 TRIPS 325 91 140 350 360 401 218 266 2151 PERCENT 75.11 4.23 6.51 16.27 16.74 18.64 10.13 12.37 -29- 1118105 Village Carver Affordable Housing MUSP Project Cardinal Distribution (TAZ 428) N ote: 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. Traffic AssinnmPnt Porrantana North 23.00 East xOriUl tea Zrrs v x DIRECTION DISTRIBUTION % 1N OUT Total NINE 13.42 WN 5 3 8 fTl� 3.49 1 1 2 �` 4.81 2 1 3 S5} {y 24.37 9 5 14 41� 17.97 7 4 11 11a�11 T 16.64 6 4 10 INNV 9.71 <k NNNI 9.58 4 4 2 2 6 6 T©'TEFL' 100.00 38 22 60 N ote: 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. Traffic AssinnmPnt Porrantana North 23.00 East 8.30 South 42.34 West 26.35 icjau 1uu.uu North 5+4=9 3+2=5 14 East 1+2=3 1+1=2 5 South 9+7=16 5+4=9 25 West 6+4=10 4+2=6 16 TOTAL 38 22 60 Village Carver Affordable Housing MUSP Traffic Assignment 9 5 6 <= <= 3 10 => =* , z z 9 16 { �'wF''d�+ `,zip• :> .iS" a'ry �, PIP - 77 r " �."'nn ' ,;,,.•"°'-.w�'ieL4 �P$a�"rte ,' ' "'' Imr3;� - � .. a ?• � .° � r 't"",y itt so s. t i ,�� t � •y I r 4 w xy � 91�^ F Y .s..� �, r ,.sb � yR•e� �u: �.,��, it' �'Mr � H u'F � �'" >�l` ,t� fwa 2' R � � t a .• r5a y ,;�� "RA' "tib, �'F � se' � s � a ,n^r➢'fi !ur•� c1� �a,:�, +•1;. 'e'*5"�..: k{f I. ".. �,' ,o-, `i $'f h" ?"Yrn� �,Y^�,•'+.• h +Y, ��" / C j ��• e yL »ice r� �. u � .,� �r a`. m 5 � xA ' •+c A' ''� .r' im"" "Cid F a I �' � C:4 'd`- I i• 4 ' aw ¢ •Y m p ">�' 5,•,R"'� 'e e � w.a w «.�.. A. h � 1w �a W,��k y, ,,,,��, ire, �"aaYil� 64 as y y.x t, rr , au u T ."rents „��:�'' �--r^� .'.•'v .w�"+#fir. • 4 T. X t: vhf i ":', '^�*�a� a ".°w �a.:+�. ,. :S - , ..; _ _ +%�'i �•�ia�+� '" ly � rn• �Va�f ' [raw 15. �1 W qq YY' �1f 7 6af nr�,tp 4 u� �' � rid: v, �,u� r �Y; n � , . !'Sy ,�,, u , � t • 6� , ¢.�? - t r � 8 Ah'�'Ska "A N� ��r• �tih °id�' L.. •• 4R M%•: � 'm :�L ^wv '. 4 ��t 'r• _ ret .... R ,a, ��`' ,•[+J+a`�' ��•'t°�� � •,. • r�7 • E � � • � �✓M`nr7 x �zn�,�'.t � f �t�k�r''�r�� ,7 ' • ..b y .' d (lam 4 NV wy+.'.: �'� ^" $!} �' ti S . ry d �`rnu ,� '� s � '� � I •yr� ��. La ±`�':arM, � � r '�; ,,, �+aw y y' �.e �,1•' �j� i � �c- - i w•:' - ; d4f'h - G 1UMr ;`� ysc. owM,. 't`� �3 . > ?G'"1.' ... - .� r ' � .. 42 Ell" i ` r f3' ,� �`.. ' r Lkr .i: ! • N 2007 Sang. f fl .� $ 8 k• wt^•IL .i'. Plowil g ,ia5+s.r ", _ ' fir•. � f '" i � � "" '*� ' I „ 1�� � '"�} 71 77 ,M} . � ��, � x..y,,.d`'*.K . r � �',-�, y�kt:..ar• „,yyr .�4� � � 'F'%'I 2r��,. r.r � N, lr"Yr �� �ay CE-a' to � +M�� a«y •7 "r-r,,+'@ rrsY%f'a�„ '��' r � i��. vis - &,^ r �i�eN�.'n,,�� ae �7�•u i r� xr,r+4 r.-,t..., ✓R" adn��T����^`'�-�q' `a""�'"'`�Ly.. i��i �,�,�g�CtiHikS��N'�>r�,'. ;�,,, ay r � �.fi��G}r•`+14�'aRM�t�+;jiw. � ....- f, � MIMI "� � kw+•` •;� S.dvau 'tea � s�, � � rs,6, J. gg_ s M� ✓ t' TIE Nif, 1$ A.. '�ar gross :tL 6 S.Jrg •.n `"i eGSIR,� , ......... %. � . !+� .rdoa a . '• J{ �iA� t�a � Y �;. t 10 WAVAM te. 11 .. ���, � S •►- � "��' rCy ' �'�� �1rw�"�'" pAJ "+6,� ,mw6. i �' �" v'• µ^s.' "'yam, '�',. , vu e . • � �,, �...� lM':,!�.+" `. X 1 .� � ,.. �� °R .i �?"��. � � ,y�.4tr o ,, • *V S+' a �� ' � .�� 1 �,, ;�� .� � „riy is k � ' 9��,• s: Wit. ya� ,.�«. � 1141 AL .c n, N g a $ is �' "v �E1ffi'�fJ�il V' d�e�wrC i Village Carver - MUSP Traffic Impact Study .y Appendix C: Signal Timing, Factors, Growth Trends & Programmed Improvements ��� U� RICHARD GARCIA & ASSOCIATES, INC. Appendix Signal Timing A 07-027 Village Carver Affordable Housing MUSP NW 2: -" Avenue & NW 71"' Street PM Signal Timing Assed IN 2087 TIMING DATA FOR 2087 NW 2 AVE & 71 ST PAT OF NSW F Y EWW F G Y 1 T 0 46 12 4 7 11 6 4 2 M 0 36 12 4 7 11 6 4 3 M 0 29 12 4 7 11 3 4 4 T 0 46 12 4 7 11 6 4 5 T 0 36 12 4 7 11 6 4 6 T 0 29 12 4 7 11 3 4 23 T 0 46 12 4 7 11 6 4 24 T 0 46 12 4 7 11 6 4 MIN: 15 12 C 11 1 (SEC: 127 TYPE: SA) S Y M CYC 7 90DAY AVG M1 0 7 80EVE AVG MI 0 7 70NITE AVG MI 7 90DAY AVG M2 0 7 80EVE AVG M2 0 7 70NITE AVG M2 6 90NITE 2/0 V 90RECALL TEST PHASE: (1) 1 02 A\ G(w) G(f) G(g) G(total) Y R SPLIT C i 07-027 Village Carver Affordable Housing MUSP NW 7`h Avenue & NW 71St` Street PM Signal Timing 1 Assed ID# 2088 TIMING DATA FOR 2088 NW 7 AVE & 71 ST (SEC: 31 TYPE: SA) PAT OF NSW F Y R EL Y EWW F G Y R S Y M CYC 1 T 86 71 10 4 1 10 3 7 14 15 4 1 140AM PEAK M2 6 2 T 33 35 10 4 1 6 3 6 14 1 4 1 85 AM PEAK SCH 3'T R 86 71 10 4 1 10 3 7 14 15 4 1 140AM PEAK M1 6 4 T 50 29 10 4 1 6 3 7 14 1 4 1 80NITE M2 3/0 5 T 33 34 10 4 1 6 3 7 14 1 4 1 85PRE AM M2 6 T 43 39 10 4 1 6 3 7 14 1 4 1 90MID-DAY Ml 7 T 9 39 10 4 1 6 3 7 14 1 4 1 90POST PM PEAK 8 M 24 60 10 4 1 6 3 6 14 1 4 1 110I-95 SB BLOC 9 M 25 60 10 4 1 6 3 6 14 1 4 1 110I-95 NB BLOC 10 M 95 44 10 4 1 7 3 7 14 5 4 1 100AM/FLASHERS/ 11 T 86 71 10 4 1 10 3 7 14 15 4 1 140LATE AM PEAK 12 T 45 35 10 4 1 6 3 6 14 1 4 1 85WEEKENDS M2 13 T 41 39 10 4 1 6 3 7 14 1 4 1 90AFT M1 14 M 18 90 10 4 1 6 3 6 14 1 4 1 140I-95 SB BLOC 15 T 13 59 10 4 1 6 3 7 14 1 4 1 11OPM PEAK M2 16 T 41 39 10 4 1 6 3 7 14 1 4 1 90PM/FLASHERS/ 17 T 41 39 10 4 1 6 3 7 14 1 4 1 90PM/FLASHERS 18 T 43 39 10 4 1 6 3 7 14 1 4 1 90MID-DAY M2 19 M 19 35 10 4 1 6 3 6 14 1 4 1 85HIA.R.T.OUT 20 T 41 39 10 4 1 6 3 7 14 1 4 1 90AFT M1 21 T 41 39 10 4 1 6 3 7 14 1 4 1 90PM/FLASHERS 22 T O 14 10 4 1 6 3 7 14 1 4 1 6 65LATE KITE 13 2.3 T O 14 10 4 1 6 3 7 14 1 4 1 6 65LATE KITE 13 24 T O 14 10 4 1 6 3 7 14 1 4 1 7 65RECALL TEST MIN: 10 10 6 14 1 PHASE: 1 q)2 q)3 G(w) C_ lam/ µ' ,t G(f) f , G(g) G(total) R SPLIT 2005 Peak Season Factor Category Report - Report Type: ALL Category: 8700 MIAMI-DADE NORTH MOCF: 0.96 Week Dates 5F PSCF 1 01/01/2005 - 01/01/2005 0.99 1.03 2 01/02/2005 - 01/08/2005 0.99 1.03 3 01/09/2005 - 01/15/2005 1.00 1.04 4 01/16/2005 - 01/22/2005 0.99 1.03 5 01/23/2005 - 01/29/2005 0.98 1.02 6 01/30/2005 - 02/05/2005 0.97 1.01 * 7 02/06/2005 - 02/12/2005 0.96 1.00 * 8 02/13/2005 - 02/19/2005 .0.95 0.99 * 9. 02/20/2005 - 02/26/2005 0.95 0.99 *10 02/27/2005 - 03/05/2005 0.95 0.99 *11 03/06/2005 - 03/12/2005 0.96 1.00 *12 03/13/2005 - 03/19/2005 0.96 1.00 *13 03/20/2005 - 03/26/2005 0.96 1.00 *14 03/27/2005 - 04/02/2005 0.96 5 G 1.00 *15 04/03/2005 - 04/09/2005 0.96 1.00 *16 04/10/2005 - 04/16/2005 0.96 1.00 *17 04/17/2005 - 04/23/2005 0.96 1.00 *18 04/24/2005 - 04/30/2005 0.97 1.01 *19 05/01/2005 - 05/07/2005 0.97 1.01 20 05/08/2:005 - 05/14/2005 0.98 1.02 21 05/15/2005 - 05/21/2005 0.98 1.02 22 05/22/2005 - 05/28/2005 0.99 1.03 23 05/29/2005 - 06/04/2005 1.00 1.04 24 06/05/2005 - 06/11/2005 1.00 1.04 25 06/12/2005 - 06/18/2005 1.01 1.05 26 06/19/2005 - 06/25/2005 1.01 1.05 27 06/26/2005 - 07/02/2005 1.01 1.05 28 07/03/2005 - 07/09/2005 1.01 1.05 29 07/10/2005 - 07/16/2005 1.01 1.05 30 07/17/2005 - 07/23/2005 1.01 1.05 31 07/24/2005 - 07/30/2005 1.02 1.06 32 07/31/2005 - 08/06/2005 1.02 1.06 33 08/07/2005 - 08/13/2005 1.03 1.07 34 08/14/2005 - 08/20/2005 1.03 1.07 35 08/21/2005 - 08/27/2005 1.03 1.07 36 08/28/2005 - 09/03/2005 1.03 1.07 37 09/04/2005 - 09/10/2005 1.03 1.07 38 09/11/2005 - 09/17{2005 1.03 1.07 39 09/18,2005 - 09/24/2005 1.04 1.08 40 09/25/2005 - 10/01/2005 1.06 1.11 41 10/02/2005 - 10/08/2005 1.07 1.12 42 10/09/2005 - 10/15/2005 1.08 1.13 43 10/16/2005 - 10/22/2005 1.07 1.12 44 10/23/2005 - 10/29/2005 1.06 1.11 45 10/30/2005 - 11/05/2005 1.06 1.11 46 11/06/2005 - 11/12/2005 1.05 1.09 47 11/13/2005 - 11/19/2005 1.05 1.09 48 11/20/2005 - 11/26/2005 1.03 1.07 49 11/27/2005 - 12/03/2005 1.02 1.06 50 12/04/2005 - 12/10/2005 1.00 1.04 51 12/11/2005 - 12/17/2005 0.99 1.03 52 12/18/2005 - 12/24/2005 0.99 1.03 53 12/25/2005 - 12/31/2005 1.00 1.04 * Peak Season, 15 -Feb -2006 13:26:03 830UPD [1,0,0,1] 6 8700 PKSEASON.txt Page 1 of 0 2005 Weekly Axle Factor Category Report - Report Type: ALL County: 87 - DADE Week Dates 8737 8738 8739 1 01/01/2005 - 01/01/2005 SR 934 0.96 SR 7/US.-.441,. SR.9.3� SR 25/OKEECHOB 2 01/02/2005 - 01/08/2005 0.96 0.96 0,98 0.94 3 01/09/2005 - 01/15/2005 0.96 0,98 0 94 4 01/16/2005 - 01/22/2005 0.96 0.98 0 94 '5 01/23/2005 - 01/29/2005 0.96 0.98 0.94 6 01/30/2005 - 02/05/2005 0.96 0.98 0.94 7 02/06/2005 - 02/12/2005 0.96 0.98 0.94 8 02/13/2005 - 02/19/2005 0.96 0.98 0.94 9 02/20/2005 - 02/26/2005 0.96 0.9'8 0.94 10 02/27/2005 - 03/05/2005 0.96 0.9B 0 94 11 03/06/2005 - 03/12/2005 0.96 0,98 0.94 - 12 03/13/2005 - 03/19/2005 0.96 0.98 0 94 ] 13 03/20/2005 - 03/26/2005 0.96 AC 0.98 0.94 0.94 3123-1 005=0.4/02f200S ._._.__._-.0_..96...- 0.98 0. 94 15 09/03/2005 - 09/09/2005 .� 0.96 �0.98 0.94 16 04/10/2005 - 04/16/2005 0.96 0.98 0.94 17 04/17/2005 - 04/23/2005 0.96 0.98 18 04/24/2005 - 04/30/2005 0.96 0.98 0.94 19 05/01/2005 - 05/07/2005 0,96 0.98 0.94 20 05/08/2005 - 05/14/2005 0.96 0.9.8 0.94 21 05/15/2005 - 05/21/2005 0,96 0.98 0.94 22 05/22/2005 - 05/28/2005 0.96 0.98 0.94 23 05/29/2005 - 06/04/2005 0,96 0 98 0.94 24 06/05/2005 - 06/11/2005 0.96 0.98 0.94 25 06/12/2005 - 06/18/2005 0.96 0.98 0.94 26 06/19/2005 - 06/25/2005 0.96 0.98 0.94 27 06/26/2005 - 07/02/2005 0.96 0.98 0,94 28 07/03/2005 - 07/09/2005 0.96 0,98 0.94 -i 29 07/10/2005 - 07/16/2005 0.96 0.98 0 99 30 07/17/2005 - 07/23/2005 0.96 0.98 0.94 31 07/24/2005 - 07/30/2005 0.96 0.98 0.94 32 07/31/2005 - 08/06/2005 0,96 0 98 0.94 33 08/07/2005 - 08/13/2005 0.96 0.98 0.94 34 08/14/2005 - 08/20/2005 0.96 0.98 0 94 35 .08/21/2005 - 08/27/2005 0,96 0.98 0,94 36 0.8/28/2005 - 09/03/2005 0.96 0.98 0.94 37 09/04/2005 - 09/10/2005 0.96 0.98 0.94 38 09/11/2005 - 09/17/2005 0.96 0,98 0.94 39 09/18/2005 - 09/24/2005 0,96 0.98 0.94 40 09/25/2005 - 10/01/2005 0.96 0.98 0 94 41 10/02/2005 - 10/08/2005 0.96 0.98 0 94 42 10/09/2005 - 10/15/2005 0.96 0.98 0.94 43 10/16/2005 - 10/22/2005 0.96 0.98 0,94 44 10/23/2005 - 10/29/2005 0.96 0.98 0.94 45 10/30/2005 - 11/05/2005 0,96 0.98 0.94 46 11/06/2005 - 11/12/2005 0,96 0 98 0.94 47 11/13/2005 - 11/19/2005 0.96 0.98 0 94 48 11/20/2005 - 11/26/2005 0,96 0 98 0.94 49 11/27/2005 - 12/03/2005 0.96 0.98 0 94 50 12/04./2005 - 12/10/2005 0.96 0.98 0.94 51 12/11/2005 - 12/17/2005 0.96 0.98 0.94 52 12/18/2005 - 12/24/2005 0.96 0.9B 0.94 53 12/25/2005 - 12/31/2005 0.96 0.98 0.94 0.94 17 -Mar -2006 12:40:11 Page 10 of 18 555RPT [1,0,0,2] 6 87 AXW TRAFFIC TRENDS SR 7/US-441/SW/NW 7 AVE --SITE 5144(500'N OF NW 62 ST) County: DADE Station #; 5144 Highway: SR 7/US-441/SW/NW 7 AVE 35000 30000 a �a 0 25000 U_ L a� 20000 R L 15000 0 m 10000 L m Q 5000 0 1995 2000 2005 2010 Year 2015 2020 2025 ** Annual Trend Increase: 416 Trend R -squared: 47.5% Trend Annual Historic Growth Rate: 2.14% Trend Growth Rate (2005 to Design Year): 1.80% Printed: 23-M2r-07 *Axle -Adjusted Traffic (ADT/AADT) Year Count* Trend** 1995 19100 19200 1996 20100 19600 1997 21000 20000 1998 20500 20400 1999 22500 20800 2000 19500 21300 2001 19200 21700 2002 21500 22100 2003 21000 22500 2004 24500 22900 2005 25000 23300 2010 Opening Year Trend 2010 NTA -1 25400 2008 Mid -Year Trend 2008 1 N/A 1 24600 2010 Design Year- • 2010 1 N/A 25400 TRANPLAN Forecasts/Trends *Axle -Adjusted Florida Department of Transportation Transportation Statistics Office 2005 Historical AADT Report County: 87 - DADE Site: 5144 - SR 7/US-441/SW/NW 7 AV, 500' N OF NW 62 ST. Year AADT Direction 1 ---------- Direction 2 K Factor D Factor T Factor 2005 C 25000 N 12500 - ----------- -------- S 12500 -------- 0.09 -------- 0.54 4.70 2004 C 24500 N 12000 S 12500 0.09 0.53 9.50 2003 C 21000 N 10500 S 10500 0.09 0.53 5.70 2002 C 21500 N 10500 S 11000 0.10 0.52 5.10 2001 C 19200 N 9400 S 9800 0.08 0.54 5.40 2000 C 19500 N 9000 S 10500 0.08 0.53 9.80 1999 C 22500 N 11000 S 11500 0.09 0.53 4.20 1998 C 20500 N 10000 S 10500 0.08 0.53 3.30 1997 C 21000 N 10000 S 11000 0.09 0.65 2.70 1996 C 20100 N 9600 S 10500 0.09 0.53 3.90 1995 C 19100 N 8.100 S 11000 0.08 0.63 9.30 1994 C 20600 N 8600 S 12000 0.09 0.60 5.40 1993 C 21000 N 10000 S 11000 0.00 0.00 0.00 1991 21202 N 0 S 0 0.00 0.00 0.00 1990 22861 N 0 S 0 0.00 0.00 0.00 1989 24130 N 0 S 0 0.00 0.00 0.00 1988 24425 N 0 S 0 0.00 0.00 0.00 1987 20441 N 0 S 0 0.00 0.00 0.00 1986 15408 N 0 S 0 0.00 0.00 0.00 1985 22647 N 0 S 0 0.00 0.00 0.00 1984 15736 N 0 S 0 0.00 0.00 0.00 1976 24240 N 0 S 0 0.00 0.00 0.00 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown Village Carver- MUSP DY A Traffic Impact S Appendix D: Traffic Counts (TMC's) & ATR RICHARD GARCIA & ASSOCIATES, INC. Appendix Table: T-3 Village Carver Affordable Housing MUSP INTERSECTION APPROACH VOLUMES a Z Z 0 Lu wPM ? INTERSECTION NAME APPROACH PM PEAK MOVEMENT HR COUNT Date of Count PHF PSCF PEAK SEASONAL ADJUSTMENT BACKGROUND GROWTH @ 1.80% FOR 3 Years Committed Developments Net Traffic w/o Site Traffic Total Traffic Project Traffic (VPH) (VPH) 1 2 3 4 6 1 7 8 9 10 11 12 13 1 NW 71 Street & NW 7 Avenue SOUTHBOUND SBR 44 0 w g - F- o 1.00 44 2 0 46 0 46 SET 504 1.00 504 28 0 532 0 532 SBL 69 1.00 69 4 0 73 6 79 TOTAL 617 617 34 0 651 6 657 WESTBOUND WBR 99 1.00 99 5 0.. 104 3 107 WET 124 1.00 124 7 0 1.31 6 137 WBL 53 1.00 53 3 0 56 2 58 TOTAL 1 276 276 15 D 291 11 302 NORTHBOUND NBR 63 1.00 63 3 0 66 5 71 NBT 1174 1.00 1174 65 0 1239 0 1239 NBL 28 1.00 28 2 0 30 0 30 TOTAL 1265 1265 70 0 1335 5 1340 EASTBOUND EBR 31 1.00 31 2 0 33 0 33 EBT 136 1.00 136 7' 0 143 10 153 EBL 170 1.00 170 9 0 179 0 179 TOTAL 337 337 19 0 1 356 10 366 TOTAL 2495 2495 137 0 2632 32 2664 2 NW 71 Street & NW5Avenue SOUTHBOUND SBR 0 r - w F °' c 1.00 0 0 0 0 2 2 SET 0 1.00 0 0 0 0 0 0 SBL 0 1.00 0 0 0 0 1 1 TOTAL 0 0 0 0 0 3 3 WESTBOUND WEIR 01.00 D 0 0 0 3 3 WET 268 1.00 268 15 0 283 9 292 WBL 49 1.00 49 3 0 52 2 54 TOTAL 317 317 17 0 334 14 348 NORTHBOUND NBR 25 1.00 25 1 0 26 5 31 T0 1.00 0 0 0 0 0 0 NIL 38 1.00 38 2 0 40 0 40 TOTAL 63 25 3 0 66 5 71 EASTBOUND EBR 101 1.00 101 6 0 107 0 107 EBT 447 1.00 447 25 0 472 19 491 EBL 0 1.00 0 0 0 0 2 2 TOTAL 548 548 300 578 21 599 TOTAL 928 890 51 0 979 43 1 1022 @Richard Garcia and Associates, Inc., 2005 3/29/2007 Table: T3 Village Carver Affordable Housing MUSP INTERSECTION APPRnACH Vni i iMFc 0 Z Z 0 U Lu X LU _ INTERSECTION NAME APPROACH 2 PM PEAK MOVEMENT HR COUNT 3 d Date of Count PHF PSCF PM PEAK SEASONAL ADJUSTMENT BACKGROUND GROWTH @ 1.80% FOR 3 Years Committed Developments Net Traffic w/o Site Traffic Project Traffic (VPH) Total Traffic (VPH) 5 6 7 B 9 t0 t1 12 13 3 Nntac 1 NW 71 Street $ NW 2 Avenue Inrcrec�H..� nhme SOUTHBOUND SBR 35 N - N M - a 1 6 11479 1.00 35 2 0 37 3 40 SBT 5 1.00 151 B 0 159 0 159 SBL 1.00 20 1 0 21 0 21 TOTAL 206 206 11 0 217 3 220 WESTBOUND WBR 54 1.00 54 3 0 57 0 57 WBT 192 1:00 192 11 0 203 3' 206 WBL 54 1.00 54 3 0 57 0 57 TOTAL 300 300 16 0 316 3 319 NORTHBOUND NBR 66 1.00 66 4 1 0 70 0 70 NBT 410 1.00 410 23 0 433 0 433 NBL 70 1.00 70 4 074 6 80 TOTAL 546 EASTBOUND TOTAL EBR 114 546 30 0 576 6 582 1.00 114 6 0 120 5 125 EBT 231 1.00 231 13 0 244 2 246 EBL 82 1.00 82 5 0 87 2 69 TOTAL 427 1479 1 427 23 0 450 9 81 0 1560 21 459 1581 2 Intersection Approach 3 Intersection Approach Movement 4 TMC data provided by RGA, Inc. 5 Date of Count 6 Peak Hour Factor 7 Peak Seasonal factor obtained from FDOT 8 Seasonally Adjusted TMC = Count' PSCF (These are the volumes utilized in the existing condition intersection LOS). 9 A 1.80 percent background grouth was utilized with a project build -out of three years. 10 Commited Traffic obtained from the City of Miami Large Scale Report. (No commited development was found.) 11 Net Traffic = Peak Seasonally Adjusted TMC + Backgound+Commited 12 Site traffic assignment. 13 Total Traffic = Net Traffic + Site Traffic (These are the volumes utilized in the proposed intersection LOS analysis.) ©Richard Garcia and Associates, Inc., 2005 3/29/2007 Richard Garcia &Associates, Inc. 13117NVV117Ave. Suite- No.4 _ NW 7 AVE out I n Total Hialeah Gardens, FL33O1D File Name NVV7AVE &NVV71GT4RM Right Thru Left P�_d_s Tel: 305'585'75O5/ Fax: 305'G75'G474 Site Code UOUOooUO / col North I 'TJ Start Date Cn 3/27/2007 ` Unshifted 80 Page No 1 --GroupsPr��� NW TAVE ===`'---AVff-'----- NNV7�V�-----�----_NVY7fST~^ NVV�j 8f- - fro.m.North From East From South From West ' - - -U��0PK�-�l8-l0A-'�� - -� � -- ^=~-1.0 �= - � �';-'` =�-�j�' '` �� '" 154 29 28 25 1O--�---88-- '" -- "u O / =- o o5'' `y 42- .*—'n�-���f 04:15 PM 11 118 28 5 155 34 33 10 1 78 5 307 28 43 2 79 618 04:30 PM 8 123 20 O 152` 16 18 12 2 48 20 296 7 0 323 13 38 43 U 84 ! 617 ~� _01:45 PM_13_132_1�'_-�-_���. 27 ��_��-_�_-'�7� �� 289 '-8-_-1__�1�-�_�_-OV_��__�__���-V47- ' \ ' Total 4O 48O 70 10 O2O 1OO 118 48 O 278 ' 8� �u» 5 27 3 1177 � 20 138 173 � 34O/ . 2424 r} ' 05:00 PM 14 133 14 4 165 22 30 15 2 OS 16 301 7 O 324' 0 38 38 U 80858 05:15 PM 11 142 15 2 170 18 28 14 1 02' 17 278 0 1 302| 4 20 35 4 71 ' 805 ' 05:30 PM 15 125 9 1 150 , 20 27 11 2 00 iO 284 S 2 511 ! 8 80 28 2 06 ! 587 Total ,, 532 ,~ .. ,,`i ,, 106= °" " z*/ un 116� 1 22 * /2*3! 25 nu 142 o 280| 2416 i Grand Total 87 101 2 128 27 1264 ' 184 184 22S 9O 15 52O| ' 11O 224 O 48 7 242U 58 25� 81S 15 O38 ! ' 4840 Ap�n y6 - �7 01 1 1& 1 11 | 35.43.18.2� | 4� V� lO �8 �3 39.� 49. l4 | ` 4 5 5 | 0 8 G | / 2.0 20*. �8 �O mi1 �O �O u� K 10.71 2.4 46. 1To�|Y0 �1 5lO 1�1 �2 ti5 �3 1�1u | l 4 i � NW 7 AVE out I n Total 97 Right Thru Left P�_d_s col North I 'TJ 3/27/2007 5:45:00 PM Cn z Unshifted 80 Left Thru Right Peds NW TAVE i NW 7 AVE ` / Richard Garcia & Associates, Inc. /-� 13117NVV117Ave. Suite- Nn.4 Hialeah Gardens, FL33Oi8 File Name :NVV7AVE &NvV71GT4RN ` Noth � � Tel: 3O5'G75'S474 Gk*Cogo �OnuoUUnO � 20 2 , Start Date : 3/27/2007 Page No :2 -� ----'---- -NVV7 AVE -----'--'-'NVV71ST�- --�-----NVV7)V-E''---�-�'-- -NVV7 f�r--- - -^ -- =rom From ' ~ G��- "=` �n:Pod ��, ' ' ~' �un - . f6�� Pod- � ,'� � Le� ^~p �C m/ �»�/ �y__-__-�_[v�L_-k�y�~Ty��^_���--��.' �-Tum1-T�p| ) Peak �\ |n�meoU 04:15 PM on ,^ Volume � 5� � 14 �1 , � 1� � O 2�;03 �17 28 2 � 4 12�! 31 13617O 4 3412521 �l ' po�e� �U 79.1& 22 o 8 ' 35.44,18.�1 1 | �O 9l 2� K3 ! �1 39.49.1.2. ' 04:45 � | O O ^ 7 | 3 9 � Volume 132 12 2 1�8| 27 4D 10 1 87! 14 2OS 8 1 8|3| 5 38 45 2 88 047 ^) reux 0.974 `~ Factor High Int. 05:00 PM 04:45 PM :05:00 PM ^O4:30RN | - volume 14 133 14 4 165 27 43 18 1 07| 16 �O1 7 O 324 13 38 43 U 94Peak O| �5. �81 �97 �8O /Factor O O| O| 7|' NW 7 AVE Noth 20 2 0. Left Thru Right Peds In Richard Garcia & Associates, Inc. 13117 NW 117 Ave. Suite- No.4 Hialeah Gardens, FL 33018 File Name : NW 5 AVE & NW 71 ST 4PM Tel: 305-595-7505/ Fax: 305-675-6474 Site Code : 00000000 Start Date : 3/27/2007 Grand Total 0 0 0 12 12; 0 528 93 2 623 51 0 77 21 149, 201 887 0 11 1099 1883 Apprch % 0.0 0.0 0.0 100 0.0 84. 14. 0.3 34. 0 0 51. 14. 18. 80. 0.0 1.0 Page No : 1 0 8 9 2 7 1 3 7 Total % 0.0 0.0 0.0 0.6 0.6 0.0 2 4.9 0.1 33.1 2.7 0.0 4.1 1.1 Groups Printed- Unshifted ~ Y I !n �; _ 12 North NW 6 AVE 00 F- NW71 t- 2 NI ST iT NW 5 AVE NW 71 ST 3/2712007 5:45:00 PM r! w From North W; From East From South _.. From We_ st vi Start Rig Thr Left Ped Rig App. Thr Left Ped App. Rig Thr Left Ped App. Rig Thr Left Thru RightPeds Ped _ App. In Time ht u s Total ht u s Total ht u s Total ht u Left s Total Total Factor 1.0 1.0 1.0 1.0 1.0 1.b 1 0 1.0 1 b- 1 0 1.01 0 '1.0 1.0 1.0 1 0 04:00 PM 0 0 0 0 0 0 51 11 0 62 6 0 10 4, 20 26 106 0 1 133 216 04:15 PM 0 0 0 2 2 0 75 12 0 87 5 0 12 3 20 24 119 0 1 144. 253 04:30 PM 0 0 0 0 0 0 59 10 0 69 6 0 9 0 15 29 118 0 2 149 233 04:45 P.M. 0 0 0 .0... 5 ._7_. 5 ....7.... 0 81 - 12 1 94 8 0 8 3 19' 22 98 0 2 122- 240 Toal 0 0..._ 0..266 45----_..1 31,2 25- 0--...39 __10_ _.74----101 441 -_0.. 6._._ 546.....-941 05:00 PM 0 0 0 0 0 0 54 10 0 64 6 0 10 3 19 25 108 0 0 133 216 05:15 PM 0 0 0 2 2 0 74 17 0 91 5 0 11 2 18: 25 123 0 1 149: 260 05:30 PM 0 0 0 0 0; 0 55 10 0 65. 7 0 8 3 18 29 115 0 1 145 228 05:45 PM 0 0 0 3 3 0 79 1191 8 0 9 3 20 21 100 0 3 124 • 238 Total 0 0 0 5 5, 0 262 48 1 311 38 26 0 11 75 100 446 0 5 551: 942 Grand Total 0 0 0 12 12; 0 528 93 2 623 51 0 77 21 149, 201 887 0 11 1099 1883 Apprch % 0.0 0.0 0.0 100 0.0 84. 14. 0.3 34. 0 0 51. 14. 18. 80. 0.0 1.0 0 8 9 2 7 1 3 7 Total % 0.0 0.0 0.0 0.6 0.6 0.0 2 4.9 0.1 33.1 2.7 0.0 4.1 1.1 7.9 10. 471' 0.0 0.6 58.4 ~ Y I !n �; NW 5 AVE I out In Total i - O - -112----1 00 _0 2 Right Thru Left Ped1s 4 1 i ~ Y I !n �; _ 12 North °wo`� 00 F- t- 2 NI ;� z iT 3%27/2007 400:00 PM - N o 3/2712007 5:45:00 PM r! w W; _.. v .ri vi rn d a, - '__ , Left Thru RightPeds 21 294 149 443 Out In Total Richard Garcia & Associates, Inc 13117NVV117Ave. Suite- No.4 - ° Hialeah Gardens, FL33018 File Name :NVV5AVE &NVV71GT4RN ' Tel: �Ub`b35-7505/Fax� 3O5-G75'G474 Site Code � UUOUOOVU . Start Date : 3127/2007 Page No :2 NVV�AVE NVV71ST NvV5AVE' NVV718T _ From North. From South West Start Rig Thr Ped .�mmE'a—o Th Ped � T6 Ped pp�g Thr Ped �1 Time htu�» ' o»��p -' ^=` s 7�q ""` �usT�u| Loft. Nu sT»m|Tv�>poakHou,�mm�pio 0� pPeak —|----_ 'FFrom� —'An�-- |ntemnoU 04:30 PM on Volumo U O U 7 7 O 208 49 1 318 25 O 38 O 71 101 447 O 5 553 849 Percent &O O�O 0.0 �O 04. 15. 35. 35.U�O 53. 11. 18. m80.�O O�S / ` .0 u 3 4 2 5 3 3 8 O515 ) vownm O O O 2 2 O 74 17 O 81 5 O 11 2 18 25 123 O 1 148 260 Paok' . 0.813 ' Factor ' ' High Int. 04:45 PM 04:45 PM 04:45 PM 04:30 PM ` ) volume O U U 5 S O 81 12 1 84 8 O O 8 19 28 118 O 2 148' _ Peak 0.35 0.84' 0.931 0.82' 9 Factor � O� 8' 41 O! ° Richard Garcia & Associates, Inc. 13117 NW 117 Ave. Suite- NoA Out In Total `10161 �66L_ Hialeah Gardens, FL 33018 File Name : NW 2 AVE & NW 71ST 4PM 2q7_ 44! 37 RI?ht Thru Left Peds Tel: 305-595-7505/ Fax: 305-675-6474 Site Code :00000000 J --� 2 North t- Start Date : 3/27/2007 --' ' 3/27/2007 5:45:00 PM i ! T I O - Page No :1 _U _ CO Groups Printed- Unshifted 4-- ► Left_ Thru Right Peds ' 43. NW 2 AVE NW 71 ST NW2 AVE _ _ Out In Total - NW 71 ST. From North . From East From South From West Start Rig Thr Left Ped App. Rig- Thr Left Ped App. Rig Thr Left Ped App. Rig . Thr Ped App. ht Int. Time u s Total ht u _ s Total , ht u_ s Total ht u Left s Total Total 1 Factor 1.0 1.0 1.0 1.0 ._..1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 . 1.0 1.0 1.0 1.0' _ .. .._..._....- 04:00 PM 6 4b' 5 52 10 46 11 1 fib 12 70 16 14 112 24 5,f ..22 4- .04:15 04:15 PM 13 32 4 6 55 10 52 7 0 69 5 87 22 15 129 32 56 17 5 110' 363 04:30 PM 6 40 9 5 60 10 44 5 1 60 21 85 18 2 126 25 69 21 2 117 363 04:45 PM8 37 5 4 54 16 48-..__-17 12 __ 83 20 95 14 3 132 28 58 17 0 103 372 Total 33 149 23 16 221 46 190 40 4 280 58 337 70 34 499`109 237 77 11 434 1434 05:00 PM 12 33 3 4 52 15 55 10 2 82 21 94 27 2 144 31 58 18 1 108 386 05:15 PM 10 44 6 1 61 10 49 15 1 75 12 111 13 3 139 28 59 22 0 109 384 05:30 PM 5 37 6 9 57 13 40 12 3 68 13 110 16 2 141 27 56 25 2 110 376 05:45 PM _..---...---------.._._.. 6 346 ------ 7 - 53 .._.....__.. 11 - ............. 38 10 ---- 4 -63: 1 105 14 2 122 29 55 22 1 107 345 Total 33 148 21 21 223 49 182-- 47 10 288. ------... 47 _.-._.._.._._.. 420 ------ 70 9 ------- 546: _-... 115 228 87 4 434* 1491 Grand Total 66 297 44 37 444; 95 372 87 14 568'105 757 140 43 1045; 224 465 164 15 868 2925 Apprch % 14. 66. 9.9 8.3 16. 65. 15. 2.5 16. 72. 13. 4.1 25, 53. 18. 1.7 9 9 7 5 3 0 4 4 8 6 9 Total % 2.3 1 2 1.5 1.3 15.2 3.2 1 3.0 0.5 1 9.4 3.6 2 9 4.8 1.5 35.7 7.7 1 9 5.6 0.5 29.7 Out In Total `10161 �66L_ 2q7_ 44! 37 RI?ht Thru Left Peds 1- i i J --� 2 North t- n 4-2 --' 3/27/2007 5:45:00 PM i ! T I O - Unshifted- _U CO 4-- ► Left_ Thru Right Peds 43. -608, 1045. 1653 _ _ Out In Total Richard Garcia & Associates, Inc. 13117 NW 117 Ave. Suite- No.4 N NW 2 AVE In Hialeah Gardens, FL 33018 File Name : NW 2 AVE & NW 71ST 4PM ==Out =Total Tel: 305-595-7505/ Fax: 305-675-6474 I 35; 151 20.- 18 Site Code : 00000000 Right Thru Left Peds 4-' -► 1 i Start Date : 3/27/2007 Page No : 2 1-: North - NW 2 AVE 01 C,1 NW 71 ST NW 2 AVE NW 71ST -4 From North 3/27/2007 4:45:00 PM - From East Ef f From South v� From West a�oi Start Rig Thr Left .Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App. Rig Thr Ped App. Int. Time ht • u s Total ht u s Total ht u s Total Left ht u s Total Total :.: Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 _. - - Left___ Thru Right -� Intefsec 04:45 PM __Peds 66 10 31.9_ 87s onn Out In Total NW 2 AVE Volume 35 151 20 18 224 54 192 54 8 308 66 410 70 10 556 114 231 82 3 430 1518 „ Percent 15, 67. . 8.9 8.0 17. 62. 17. 2'6 11. 73. 12. 1.8 26. 53. 19. 0.7 6 4 5 3 5 9 7 6 5 7 1 05:00 1 Volume 12 33 3 4 52 15 55 10 2 82 21 94 27 2 144 31 58 18 1 108 386 Peak 0.983 j Factor High Int. 05:15 PM 04:45 PM 05:00 PM 05:30 PM Volume 10 44 6 1 61 16 48 17 2 83: 21 94 27 2 144 ' 27 56 25 2 110 Peak 0.91 0.92 ` . 096 0.97 Factor 81 8 5: 7 N NW 2 AVE In ==Out =Total I 35; 151 20.- 18 Right Thru Left Peds 4-' -► 1 i 1-: North - 01 C,1 -4 3/27/2007 4:45:00 PM - ---w Ef f v� 3/27/2007 5:30:00 PMr; a�oi Ni r, y Unshifted - -- - 1(D m -- a''o N 5i a Q. 1- ► Left___ Thru Right __Peds 66 10 31.9_ 87s Out In Total NW 2 AVE N Table: T-2 Village Carver Affordable Housing MUSIP PRA P;=Ale uni 10 111rM I MCC 3 Source of Data: RGA=Richard Garcia & Associates, Inc. 4 Beginning of data count 5 Ending of data count 6 Peak Seasonal Correction Factor obtained from 2005 Florida Traffic Information CID, Miami -Dade South Category 8701 7 Axle Correction Factor obtained from 2005 Florida Traffic Information CID 8 Link Direction 9 & 10 Raw Data 11 Average of Count 12 Peak Season Adjusted PM Peak Hour Calculation=Average*PSCFACF @ Richard Garcia and Associates, Inc. 2005 ROADWAY E 2 PM Peak Hour ILL I`_ PM PEAK Link NAME AT 0 2 M 2 co 0 (Z) (L < DIR Wednes ay hursday HOUR AVERAGE VOLUME A 2 3 4 6 7 8 1 9 10 11 12 —5 r– ^ N6 196 204 200 196 NW 2 AVE North of NW 71 ST < (D 00 !R 2 M 0 0 co 0) SB 676 868 772 757 Q LINK 872 1072 972 953 Cl) EB 449- 451 450 441 2 NW 71 ST West of NW 2 AVE (D Co M C, WB 320 320 320 314 !zj N LINK 769 771 770 756 3 Source of Data: RGA=Richard Garcia & Associates, Inc. 4 Beginning of data count 5 Ending of data count 6 Peak Seasonal Correction Factor obtained from 2005 Florida Traffic Information CID, Miami -Dade South Category 8701 7 Axle Correction Factor obtained from 2005 Florida Traffic Information CID 8 Link Direction 9 & 10 Raw Data 11 Average of Count 12 Peak Season Adjusted PM Peak Hour Calculation=Average*PSCFACF @ Richard Garcia and Associates, Inc. 2005 28 -Mar - Wed 12:00 AM 12:15 12:30 12:45 01:00 01:15 01:30 01:45 02:00 02:1.5 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 Total Percent Peak Vol. P.H.F. 15 4 19 5 7 9 3 2 7 6 1 3 6 3 4 7 5 7 10 5 9 13 10 12 18 43 42 51 58 84 74 6'.4 80 60 49 49 47 44 53 30 50 43 31 35 35 28 14 1260 49.5% 07:30 302 0.899 RICHARD GARCIA & ASSOCIATES, INC. 13117 NW 107 AVE. UNIT NOA HIALEAH GARDENS, FL 33018 305.595.7505 / FAX 305.675.6474 SB 13 10 19 9 6 11 9 8 12 7 10 3 4 1 4 11 2 6 8 10 10 8 10 10 18 13 24 26 33 36 40 45 51 53 57 40 37 54 33 43 37 54 65 59 58 63 77 1288 50.5% 11:00 269 0.830 Page 1 Site Code: 000000000000 Station ID: 8682 NW 2 AVE NORTH OF NW 71 ST. Latitude: 0' 0.000 Undefined Total 19 25 23 28 11 18 18 11 14 14 16 4 7 7 7 15 9 11 15 20 15 17 23 20 30 31 67 68 84 94 124 119 115 133 117 89 86 1.01 77 96 67 104 108 90 93 88 105 95 2548 491 0.923 RICHARD GARCIA & ASSOCIATES, INC. 13117 NW 107 AVE. UNIT NOA HIALEAH GARDENS, FL 33018 305.595.7505 / FAX 305.675.6474 Page 2 Site Code: 000000000000 Station ID: 8682 NW 2 AVE NORTH OF NW 71 ST. Latitude: 0' 0.000 Undefined Start 28 -Mar -07 Total Time Wed NB SB 12:00 PM 38 61 99 12:45 37 63 100 12:30 40 70 110 12:45 44 71 115 01:00 39 73 112 01:15 38 53 91 01:30 38 56 94 01:45 35 62 97 02:00 39 53 92 02:15 38 66 104 02:30 48 72 120 02:45 52 63 115 03:00 38 82 120 03:15 51 92 143 03:30 41 116 157 03:45 41 124 165 04:00 42 133 175 04:15 51;_. 134 185 04:30 52 147 199 04:45 49- 174 223 05:00 44 190 234 05:15 46 148 194 05:30 44 164 208 05:45 47 143 190 06:00 43 133 176 06:15 30 107 137 06:30 34 68 102 06:45 35 60 95 07:00 44 75 119, 07:15 36 55 91 07:30 39 70 109 07:45 38 57 95 08:00 36 63 99 08:15 34 47 81 08:30 32 46 78 08:45 22 38 60 09:00 27 42 69 09:15 26 34 60 09:30 35 38 73 09:45 26 40 66 10:00 19 52 71 10:15 28 25 53 10:30 15 28 43 10:45 18 24 42 11:00 23 23 46 11:15 10 22 32 11:30 21 35 56 11:45 15 14 29 Total 1718 3606 5324 Percent 32.3% 67.7% Peak 16:15 16:45 16:45 Vol. 196 676 859 P.H.F. 0.942 0.889 0.918 RICHARD GARCIA & ASSOCIATES, INC. 13117 NW 107 AVE. UNIT NOA HIALEAH GARDENS, FL 33018 305.595.7505 / FAX 305.675.6474 Page 3 Site Code: 000000000000 Station ID: 8682 NW 2 AVE NORTH OF NW 71 ST. Latitude: 0' 0.000 Undefined Start 29 -Mar -07 Total Time Thu NB SB 12:00 AM 10 25 35 12:15 16 18 34 12:30 9 14 23 12:45 8 11 19 01:00 8 8 16 01:15 1 11 12 01:30 8 15 23 01:45 6 12 18 02:00 6 13 19 02:15 10 8 18 02:30 11 15 26 02:45 9 5 14 03:00 4 7 11 03:15 4 5 9 03:30 5 7 12 03:45 5 10 15 04:00 8 8 16 04:15 12 8 20 04:30 6 6 12 04:45 11 8 19 05:00 9 11 20 05:15 8 10 18 05:30 21 12 33 05:45 15 11 26 06:00 15 17 32 06:15 14 12 26 06:30 27 19 46 06:45 39 26 65 07:00 53 34 87 07:15 0 41 104 07:30 76 35 111 07:45 84 51 135 08:00 BO 47 107 08:15 60 37 97 08:30 36 61 97 08:45 6 114 120 09:00 6 92 98 09:15 7 75 82 09:30 8 87 95 09:45 2 64 66 10:00 6 71 77 10:15 6 94 100 10:30 2 41 43 10:45 9 126 135 11:00 6 71 77 11:15 12 90 102 11:30 10 82 92 11:45 5 94 99 Total 822 1739 2561 Percent 32.1% 67.9% Peak 07:15 10:45 07:15 Vol. 283 369 457 P.H.F. 0.842 0.732 0.846 j RICHARD GARCIA & ASSOCIATES, INC. Page 4 13117 NW 107 AVE. UNIT NOA HIALEAH GARDENS, FL 33018 Site Cade: 000000000000 305.595.7505 / FAX 305.675.6474 Station ID: 8682 I NW 2 AVE NORTH OF NW 71 ST. Start t Time -OP 29 -Mar -07 Thu NB SB Latitude: 0' 0.000 Undefined Total 12:0 M 40 90 130 12:15 39 110 149 12:30 42 83 125 12:45 46 96 142 01:00 41 95 136 01:15 40 93 133 01:30 40 84 124 01:45 37 64 101 02:00 41 62 103 02:15 40 59 99 02:30 50 67 117 02:45 54 75 129 03:00 40 118 158 03:15 53 128 181 03:30 43 123 166 03:45 43 178 221 04:00 44 198 242 04:15 53 221 274 } 04:30 54 204 258 04:45 S1' 218 269 05:00 46 223 269 05:15 48 223 271 05:30 46 194 240 05:45 49 208 257 06:00 45 165 210 06:15 32 166 198 06:30 36 127 163 06:45 37 131 168 07:00 46 107 153 07:15 38 119 157 07:30 41 103 144 07:45 40 108 148 08:00 38 107 145 08:15 36 94 130 08:30 34 72 106 08:45 24 71 95 09:00 29 83 112 09:15 28 62 90 09:30 37 65 102 09:45 28 56 84 10:00 21 58 79 10:15 30 43 73 10:30 17 73 90 10:45 20 49 69 11:00 25 40 65 11:15 12 42 54 11:30 23 38 61 11:45 17 27 44 Total 1814 5220 7034 Percent 25.8% 74.2% Peak 16:15 16:30 16:15 Vol. 204 868 1070 P.H.F. 0.944 0.973 0.976 Grand Total 5614 11853 17467 Percent 32.1% 67.9% ADT Not Calculated RICHARD GARCIA & ASSOCIATES, INC. Page 1 13117 NW 107 AVE. UNIT NOA HIALEAH GARDENS, FL 33018 Site Code: 000000000000 305.595.7505 / FAX 305.675.6474 Station ID: 6186 NW 71 ST WEST OF NW 2 AVE Latitude: 0' 0.000 Undefined Start 28 -Mar -07 Total Time Wed WB EB 12:00 AM 9 24 33 12:15 17 23 40 12:30 8 21 29 12:45 7 16 23 01:00 9 12 21 01:15 11 13 24 01:30 6 14 20 01:45 6 15 21 l 02:00 7 13 20 02:15 6 12 18 02:30 8 11 19 02:45 3 6 9 03:00 3 4 7 03:15 7 6 13 03:30 14 6 20 l 03:45 5 4 9 04:00 8 5 13 04:15 3 2 5 04:30 9 6 15 04:45 7 14 21 05:00 12 12 24 05:15 7 19 26 05:30 11 15 26 05:45 10 9 19 06:00 8 22 30 06:15 19 28 47 06:30 25 34 59 06:45 30 41 71 07:00 37 58 95 07:15 52 73 125 07:30 48 73 121 07:45 58 85 143 08:00 77' 105 182 08:15 61 66 121 08:30 53 96 149 08:45 60 87 147 09:00 63 68 131 09:15 57 75 132 09:30 63 67 130 09:45 59 69 128 10:00 59 68 127 10:15 69 77 146 10:30 36 75 111 10:45 61 84 145 11:00 51 76 127 11:15 60 62 122 11:30 61 65 126 11:45 60 76 136 Total 1420 1906 3326 Percent 42.7% 57.3% Peak 08:00 08:00 08:00 Vol. 251 348 599 P.H.F. 0.815 0.829 0.823 i� Start 28 -Mar -07 Time Wed WB RICHARD GARCIA & ASSOCIATES, INC. 13117 NW 107 AVE. UNIT NOA HIALEAH GARDENS, FL 33018 305.595.7505 / FAX 305.675.6474 EB Page 2 Site Code: 000000000000 Station ID: 6186 NW 71 ST WEST OF NW 2 AVE Latitude: 0' 0.000 Undefined Total 12:00 PM 78 79 157 12:15 63 90 153 12:30 65 82 147 12:45 57 73 130 01:00 55 85 140 01:15 73 88 161 01:30 58 79 137 01:45 49 80 129 02:00 51 73 124 02:15 70, 82 152 02:30 59 95 154 02:45 62 111 173 `} 03:00 68 89 157 03:15 76 104 180 03c3012 112 184 03:45 5 :: 108 190 04:00 76` 88 164 04:15 90: 109 199 04:30 57 96 153 04:45 67 116:, 183 } 05:00 78 111'+ 189 05:15 83 406 189 05:30 84 116, 200 05:45 72 92 164 06:00 48 101 149 06:15 58 82 140 06:30 40 69 109 06:45 48 72 120 07:00 55 65 120 07:15 41 78 119 07:30 45 62 107 07:45 23 65 88 08:00 44 76 120 08:15 44 65 109 08:30 43 56 99 08:45 29 52 81 09:00 30 37 67 09:15 31 45 76 09:30 25 59 84 09:45 22 45 67 10:00 25 41 66 10:15 39 40 79 10:30 26 31 57 10:45 22 36 58 11:00 22 25 47 11:15 27 29 56 11:30 23 32 55 11:45 11 36 47 Total 2466 3563 6029 Percent 40.9% 59.1% Peak 15:30 16:45 16:45 Vol. 320 449 761 P.H.F. 0.889 0.968 0.951 RICHARD GARCIA & ASSOCIATES, INC. Page 3 13117 NW 107 AVE. UNIT NOA HIALEAH GARDENS, FL 33018 Site Code: 000000000000 _ 305.595.7505 / FAX 305.675.6474 Station ID: 6186 NW 71 ST WEST OF NW2AVE Latitude: 0'0.000 Undefined Start 29 -Mar -07 Total Time Thu WB EB 12:00 AM 15 23 38 12:15 15 25 40 12:30 14 25 39 12:45 9 14 23 01:00 6 16 22 01:15 9 22 31. 01:30 8 17 25 01:45 11 16 27 02:00 5 17 22 02:15 9 1Q. 19 02:30 3 9 12 02:45 10 10 20 03:00 12 10 22 03:15 2 8 10 03:30 0 3 3 03:45 9 7 16 04:00 2 11 13 04:15 3 10 13 04:30 7 14 21 04:46 6 7 13 05:00 6 14 20 05:15 12 19 31 05:30 14 11 25 05:45 6 23 29 06:00 15 21 36 06:15 17 27 44 06:30 18 28 46 06:45 27 56 83 07:00 36 65 101 07:15 48 72 120 07:30 53 77 " 130 07:45 52 77 129 08:00 60 8T 147 08:15 58 8.1 140 08:30 65 77 142 08:45 69 75 134 09:00 65 73 138 09:15 46 66 112 09:30 40 78 118 09:45 54 77 131 10:00 54 70 124 10:15 51 79 130 10:30 67 73 140 10:45 41 79 120 11:00 49 73 122 11:15 71 66 137 11:30 47 75 122 11:45 60 65 125 Total 1346 1959 3305 Percent 40.7% 59.3% Peak 08:15 07:30 08:00 Vol. 247 323 563 P_H.F. 0.870 0.928 0.957 Time 12:00 PM 12:15 12:30 12:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 Total Percent Peak Vol. P.H.F. Grand Total Percent ADT r-07 WB 58 56 70 57 67 73 58 65 45 59 67 63 71 51 67 77 80 78 83.. 79 68 75 68 64 64 56 44 50 37 39 51 48 50 37 23 40 41 32 31 25 24 36 36 19 18 21 16 23 2460 40.8% 16:00 320 0.964 7692 41.2% Not Calculated RICHARD GARCIA & ASSOCIATES, INC. EB 77 72 74 88 76 81 84 82 79 85 91 89 85 75 94 104 169 107 101 112 115 to 1:0.7' 91 68 88 90 66 82 70 77 66 82 44 61 56 68 49 47 46 46 36 42 36 28 27 30 3570 59.2% 17:00 451 0.964 10998 58.8% 13117 NW 107 AVE. UNIT.NOA HIALEAH GARDENS,.FL 33018 305.595.7505 / FAX 305.675.6474 Page 4 Site Code: 000000000000 Station ID: 6186 NW 71 ST WEST OF NW 2 AVE Latitude:. 0'0.000 Undefined 128 133 142 131 155 149 139 149 127 138 152 154 160 136 142 171 184 187 190 180 180 190 185 171 155 124 132 140 103 121 121 125 116 119 67 101 97 100 80 72 70 82 72 61 54 49 43 53 16:00 741 0.975 18690 Village Carver- MUSP Traffic Impact Study Appendix E: Committed Developments )e A FML1 RICHARD GARCIA & ASSOCIATES, INC. Appendix pit Ilk' 'qwl �17 Al 177 14WE Village Carver - MUSP Traffic Impact Study I-D)e n Appendix F: Transit RICHARD GARCIA & ASSOCIATES, INC. Appendix NO TRANSIT ANALYSIS WAS REQUIRED Village Carver- MUSP Traffic Impact Study Appendix G: Corridor Analysis (Person Trip) R4ARICHARD GARCIA & ASSOCIATES, INC. Appendix Table: T -G Village Carver Affordable MoOsinQ MU8P ROADWAY MODE ROADWAY DIR MIAMI ADOPTED LOS CORRIDOR TYPE ROADWAY VEHICULAR CAPACITY PERSON- TRIP CAPACITY @ 1,6 PPV ROADWAY VEHICULAR VOLUME PERSON- TRIP VOLUME @ 1.4 PPV EXCESS PERSON TRIP CAPACITY ROADWAY PERSON TRIP FR 0 M TO V7/C LOS 1 1 NW 2 AVE NW 62 ST NW 79 ST NB E. 1 LD 810 1296 196 274 1022 0.21 C NW 79 ST NW62ST SB E 1 LD 810 1296 757 1059 237 0.82 D NW 71 ST NW 7 AVE N. MIAMI AVE. EB E I LD 810 1296 441 617 679 0.48 C N. MIAMI AVE NW 7 AVE WB E 1 LD 810 1296 314 439 857 0.34 C NW 2 AVE NW 62 ST NW 79 ST NB E 1 LD 810 1296 207 289 1 bw 0.22 C NW 79 ST NW 62 ST SB E 1 LD 810 1296 7.98 1117 179 0.86 D NW 71 ST NW 7 AVE N. MIAMI AVE EB E 1 LD 810 1296 465 651 645 0.50 C N. MIAMI AVE NW 7 AVE WB E 1 LD 810 1296 331 463 833 0.36 C NW 2 AVE NW 62 ST NW 79 ST NB E 1 LD 810 1296 207 289 1007 0.22 C NW 79 ST NW 62 ST SB E 1 LD 810 1296 798 1117 179 0.86 D NW 71 ST NW 7 AVE N. MIAMI AVE EB E I LD 810 1296 465 651 645 0 , 50 C N. MIAMI AVE NW 7 AVE WB E I LD 810 1296 331 463 833 0.36 C NW 2 AVE NW 62 ST NW 79 ST NB E 1 LD 810 1296 221 309 987 0.24 C NW 79 ST NW 62 ST S6 E 1 LD 810 1296 823 1152 144 0.89 D NW 71 ST NW 7 AVE N. MIAMI AVE EB E 1 LD 810 1296 470 658 638 0,51 C N. MIAMI AVE NW 7 AVE I WB E 1 LD 810 1296 347 486 810 0.37 C Table: T-713 Village Carver Affordable Housing MUSP Proiect Traffic ROADWAY Net Vehicle Percent Percent Trips - FROM TO DIR Ingress Egresss Net Vehicle Trips - IN Net Vehicle Trips - OUT TOTAL PJ T 4era�� 2 i3O NW 2 AVE NW 62 ST NW 79 ST NB 0.15 0.08 9 5 14 NW 79 ST NW 62 ST SB 0.27 0.15 16 9 25 NW 71 ST NW 7 AVE N. MIAMI AVE EB 0.05 0.03 3 2 5 N. MIAMI AVE NW 7 AVE WB 0.17 0.10 10 6 16 Notes: TOTAL 60 LEVEL OF SERVICE TABLE CLASSIFICATION TYPE A FDOT'S 2002 Q/LOS B C D E PERSON -TRIP LOS A B C D E CLASS I 1LU 0 220 720 860 890 0.00 0.25 0.81 0.97 1.00 2LD 0 1530 1810 1860. 1910 0.00 0.80 0.95 0.97 1.00 3LD 0 2330 2720 2790 2840 0.00 0.82 0.96 0.98 1.00 4LD 0 3030 3460 3540 3590 0.00 0.84 0.96 0.99 1.00 CLASS II 1LU 0 100 590 810 850 0.00 0.12 0.69 0.95 1.00 2LD 0 220 1360 1710 1800 0.00 0.12 0.76 0.95 1.00 3LD 0 340 2110 2570 2710 0.00 0.13 0.78 0.95 1.00 4LD 0 440 2790 3330 3500 0.00 0.13 0.80 0.95 1.00 CLASS III 1LU 0 0 280 660 810 0.00 0.00 0.35 0.81 1.00 2LD 0 0 650 1510 1720 0.00 0.00 0.38 0.88 1.00 3LD 0 0 1020 2330 2580 0.00 0.00 0.40 0.90 1.00 4LD 0 0 1350 3070 3330 0.00 0.00 0.41 0.92 1.00 CLASS IV 1LU 0 0 270 720 780 0.00 0.00 0.35 0.92 1.00 2LD 0 0 650 1580 1660 0.00 0.00 0.39 0.95 1.00 3LD 0 0 1000 2390 2490 0.00 0.00 0.40 0.96 1.00 4LD 0 0 1350 3130 3250 0.00 0.00 0.42 0.96 1.00 NOTES: DERIVED BY DIVIDING THE FDOT's 2002 LOS BY THE LOS 'E' FOR EACH TYPE OF ROADWAY. LOS 'E' DETERMINED BY INCREASING LOS D BY 50 VPH CAPACITY WHICH CAN EASILY BE ACHIEVED BY OPTIMIZATION AND OTHER TECHNIQUES. Village Carver- MUSP Traffic Impact Study Appendix H: Intersection & Driveway Analysis K4/L RICHARD GARCIA & ASSOCIATES, INC. Appendix Village Carver Affordable Housing MUSP ���� �yM � .. ��, •Fk`4Y�S � `1 A,. S a �"' i 'S � 4 Y "��',-�-�--� "'L.�.f• 4 of -c t`s�`�g >rh CSN � -� ,. � 3 "Y �.,t AYE -�` ��', - . 1 S3- �•^���5�—`5 Existing ie Proposed (2010) Intersection NW 71 Street • NW 7 Avenue �. I � I� I I I Note; * Although delay went down the v/c (volume to capacity) ratio increased. This is an indication of unused green time and reserve capacity. tO Kl "I pis AL 4p A rl 'AM r A- al"q id- MR M.� Kilo am, 07 Sartbtr6m- R t!92 ""IFF Uv I 07 Sartbtr6m- 07-027 Village Carver Affordable Housing 3/23/2007 PM Existing Peak Hour (2007) Synchro 5 Report floridlvl7-AA51 Page 2 HCM Signalized Intersection Capacity Analysis 1: NW 71 ST & NW 7 AVE 07-027 Village Carver Affordable Housing PM Existing Peak Hour (2007) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT - SBR -' Lane Configurations I T T+ tT+ tT Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 0.97 1.00 0.93 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1811 1770 1739 1770 3512 1770 3497 At Permitted 0.51 1.00 0.65 1.00 0.35 1.00 0.09 1.00 Satd. Flow (perm) 944 1811 1208 1739 660 3512 164 3497 Volume (vph) 170 136 31 53 124 99 28 1174 63 69 504 44 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj, Flow (vph) 175 140 32 55 128 102 29 1210 65 71 520 45 Lane Group Flow (vph) 175 172 0 55 230 0 29 1275 4 71 565 0 Turn Type pm+pt Perm Perm Perm . J Protected Phases 5 2 6 8 Permitted Phases 2 6 8 4 Actuated Green, G (s) 55.7 55.7 46.7 46.7 44.3 44.3 4 44.3 44.3 Effective Green, g (s) 56.7 56,7 47.7 47.7 45.3 45.3 45.3 45.3 Actuated g/C Ratio 0.52 0.52 0.43 0.43 0.41 0.41 0.41 0.41 Clearance Time (s) 3.5 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 524 933 524 754 272 1446 68 1440 v/s Ratio Prot c0.02 0.09 0.13 0.36 0.16 v/s Ratio Perm c0.16 0.05 0.04 c0.43 v/c Ratio 0.33 0.18 0.10 0.31 0.11 0.88 1.04 0.39 Uniform Delay, d1 15.6 14,.3 18.5 20.3 19.9 29.9 32.3 22.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.4 0.1 0.2 0.2 6.7 121.9 0.2 Delay (s) 15.9 14.7 18.6 20.6 20.1 36.5 154.2 22.9 Level of Service B B B C C D F C Approach Delay (s) 15.3 20.2 36.2 37.5 Approach LOS B C D D lnterseej�on Su.mrna ry: ..;. HCM Average Control Delay 31.9 HCM Level of Service C <a HCM Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8,0 Intersection Capacity Utilization 75,5% ICU Level of Service C c Critical Lane Group 07-027 Village Carver Affordable Housing 3/23/2007 PM Existing Peak Hour (2007) Synchro 5 Report floridlvl7-AA51 Page 2 Timings o4 r i, ���P2 2as' 34, •t nn :! Kx}`Y 07-027 Village Carver Affordable Housing 1: NW 71 ST & NW 7 AVE 1 08 F �^ PM Existing Peak Hour (2007) Lane Group EBL EBT.; WBL. WBT`. NBL NBT SBL SBT Lane Configurations tT4 ►� tT Volume (vph) 170 136 53 124 28 1174 69 504 Turn Type pm+pt Perm Perm Perm Protected Phases 5 2 6 8 4 Permitted Phases 2 6 8 4 Detector. Phases 5 2 6 6 8 8 4 4 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 21:0 21.0 21.0 21.0 21.0 21.0 21.0 Total Split (s) 9.0 36.0 27.0 27.0 74.0 74.0 74.0 74.0 Total Split (%) 8% 33% 25% 25% 67% 67% 67% 67% Yeliow Time (s) 3.5 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None Coord None None Min Min Min Min t�ferseGtfion SiarYlmary f Cycle Length. 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 71 ST P. NW 7 A\/F= o2 o4 r i, ���P2 2as' 34, •t nn :! Kx}`Y iY , '^"nisi4 _ 'A 05 06 1 08 F �^ 07-027 Village Carver Affordable Housing 3/23/2007 PM Existing Peak Hour (2007) Synchro 5 Report floridlvl7-AA51 Page 1 HCM Unsignalized Intersection Capacity Analysis 07-027 Village Carver Affordable Housing 2: NW 71 ST & NW 5 AVE PM Existing Peak Hour (2007) Movement EBT EBR V1BL .WpB r _ . NBL ` MBR . Lane Configurations + . if Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 447 101 49 268 38 25 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (veh/h) 491 111 54 295 42 27 Pedestrians Lane Width (ft) Walking Speed (fUs) Percent Blockage Right turn flare (veh) Median type None Median storage veh) vC, conflicting volume 602 949 547 vC1, stage 1 conf vol 0 vC2, stage 2 conf vol 0 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) 3.1 tF (s) 2.2 3.5 3.3 p0 queue free % 95 85 95 cM capacity (veh/h) 1186 276 537 Qireefiin, Lane #JR B W 1 Nt3 CSB 2 Volume Total 602 k 348 , 42 27 Volume Left 0 54 42 0 Volume Right 111 0 0 27 cSH 1700 1186 276 537 Volume to Capacity 0.35 0.05 0.15 0.05 Queue Length (ft) 0 4 13 4 Control Delay (s) 0.0 1.6 20.4 12.1 Lane LOS A C B Approach Delay (s) 0.0 1.6 17.1 Approach LOS C Intersection Summa,ry> Average Delay Intersection 1.7, Capacity Utilization 64.4% ICU Level of Service B I 07-027 Village Carver Affordable Housing 3/23/2007 PM Existing Peak Hour (2007) Synchro 5 Report floridlvl7-AA51 Page 3 HCM Signalized Intersection Capacity Analysis 07-027 Village Carver Affordable Housing 3: NW 71 ST & NW 2 AVE PM Existing Peak Hour (2007) i Movement EBL EBT EBR WB.L WBT WBR NBL NBT` NBR' SBL SBT : SBR Lane Configurations T+ � T+ 4 _ + Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.97 0.98 0.98 Flt Protected 0.95 1.00 0.95 1.00 0.99 1.00 Satd. Flow (prot) 1770 1771 1770 1802 1821 1811 Flt Permitted 0.58 1.00 0.49 1.00 0,93 0.93 Satd. Flow (perm) 1074 1771 917 1802 1713 1693 Volume (vph) 82 231 114 54 192 54 70 410. 66 20 151 35 Peak -hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 84 236 116 55 196 55 71 418 67 20 154 36 Lane Group Flow (vph) 84 352 0 55 251 0 0 556 0 0 210 0 Turn Type Perm Perm Perm Perm Protected Phases 2 6 8 4 Permitted Phases 2 6 8 Actuated Green, G (s) 51.3 51.3 51,3 51.3 30.7 4 30.7 Effective Green, g (s) 51.3 51.3 51.3 51.3 30.7 30.7 Actuated g/C Ratio 0.57 0.57 0.57 0.57 0,34 0.34 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3,0 3.0 3.0 Lane Grp Cap (vph) 612 1009 523 1027 584 578 v/s Ratio Prot c0.20 0.14 v/s Ratio Perm 0.08 0.06 c0.32 0.12 v/c Ratio 0.14 0.35 0.11 0.24 0.95 0.36 Uniform Delay, d1 9.0 10.4 8.9 9.7 28.9 22.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 1.0 0.4 0.6 25.7 0.4 Delay (s) 9.5 11.3 9.3 10.2 54.6 22.7 Level of Service A B A B D C Approach Delay (s) 11.0 10.1 54.6 22.7 Approach LOS B B D C interaction Summary HCM Average Control Delay 28.5 HCM Level of Service C HCM Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 77.6% ICU Level of Service C c Critical Lane Group i 07-027 Village Carver Affordable Housing 3/23/2007 PM Existing Peak Hour (2007) Synchro 5 Report floridlvl7-AA51 Page 5 Timings o2 o4 ..� �� �v :..'a� u _ ;,;�5"- f .a" ��.- .is,u. _ 07-027 Village Carver Affordable Housing 3: NW 71 ST & NW 2 AVE o6 t 08 PM Existing Peak Hour (2007) Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Volume (vph) 82 231 54 192 70 410 20 151 Turn Type Perm Perm Perm Perm Protected Phases 2 6 8 4 Permitted Phases 2 6 8 4 Detector Phases 2 2 6 6 8 8 4 4 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 Total Split (s) 28.0 28.0 28.0 28.0 62.0 62.0 62.0 62.0 Total Split (%) 31% 31% 31% 31% 69% 69% 69% 69% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lead/Lag Lead -Lag Optimize? Recall Mode Coord Coord Coord Coord Min Min Min Min Intersectrori„Summa ` Cycle Length: 90 Actuated Cycle Length: 90 Offset: 51 (57%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 71 ST & NW 2 AVE 07-027 Village Carver Affordable Housing 3/23/2007 PM Existing Peak Hour (2007) floridlv17-AA51 Synchro 5 Report Page 4 o2 o4 ..� �� �v :..'a� u _ ;,;�5"- f .a" ��.- .is,u. _ ,f��i, ',5 '�'" .. � �"'�'-,.t` ,£.t��z�t. •�`+a .5�: �.�'`k'y �� � �1.�°;���t ��`,`t:.` � -;s�`` � - s�+ �,�"' _ o6 t 08 U 07-027 Village Carver Affordable Housing 3/23/2007 PM Existing Peak Hour (2007) floridlv17-AA51 Synchro 5 Report Page 4 07-027 Village Carver Affordable Housing 3/23/2007 PM Proposed Peak Hour (2010) Synchro 5 Report floridlvl7-AA51 Page 2 HCM Signalized Intersection Capacity Analysis 07-027 Village Carver Affordable Housing 1: NW 71 ST & NW 7 AVE PM Proposed Peak Hour (2010) Moveinarit-. ` ;.. EBL ' EBT. EBR WBL VtB.T WBR NBL _ NBT NBR SBL SBT . SBR Lane Configurations �, �i �, ,� tT+ =j Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 G� Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 0.97 1.00 0.93 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1813 1770 1740 1770 3511 1770 3497 Flt Permitted 0.47 1.00 0.64 1.00 0.35 1.00 0.08 1.00 Satd. Flow (perm) 866 1813 1186 1740 657 3511 150 3497 Volume (vph) 179 153 33 58 137 107 30 1239. 71 79 532 46 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 185 158 34 60 141 110 31 1277 73 81 548 47 Lane Group Flow (vph) 185 192 0 60 251 0 31 1350 0 81 595 0 Turn Type pm+pt Perm Perm Perm Protected Phases 5 2 6 8 4 Permitted Phases 2 6 8 4 Actuated Green, G (s) 51.2 51.2 42.2 42.2 48.8 48.8 48.8 48.8 Effective Green, g (s) 52.2 52.2 43.2 43.2 49.8 49,8 49.8 49.8 Actuated g/C Ratio 0.47 0.47 0.39 0.39 0.45 0.45 0.45 0.45 Clearance Time (s) 3.0 5.0 5.0 5.0 5.0 5.0 5,0 5.0 t Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 452 860 466 683 297 1590 68 1583 v/s Ratio Prot c0.02 0.11 0.14 0.38 0.17 v/s Ratio Perm c0.18 0.05 0.05 c0.54 v/c Ratio 0.41 0.22 0.13 0.37 0.10 0.85 1.19 0.38 Uniform Delay, d1 19.4 17.0 21.4 23.7 17.3 26.8 30.1 19.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 Incremental Delay, d2 0.6 0.6 0.6 1.5 0.2 4.4 169,7 0.2 Delay (s) 20.0 17.6 21.9 25.2 17.4 31.2 199.8 20.0 Level of Service C B C C B C F C Approach Delay (s) 18.8 24.6 30.9 41.5 Approach LOS B C C D Intersection Summa sry HCM Average Control Delay 31.1 HCM Level of Service C HCM Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 79.9% ICU Level of Service C c Critical Lane Group 07-027 Village Carver Affordable Housing 3/23/2007 PM Proposed Peak Hour (2010) Synchro 5 Report floridlvl7-AA51 Page 2 Timings 1: NW 71 ST&NW7AVE 07-027 Village Carver Affordable Housing PM Proposed Peak Hour (2010) Lane Group EBT :..1NBL- 1NBT :NBL.., NBT SBL ` SBT Lan e.Configurations } 05 06 I Volume (vph) 179 153 58 137 30 1239 79 532 Turn Type pm+pt Perm Perm Perm Protected Phases 5 2 6 8 4 Permitted Phases 2 6 8 4 Detector Phases 5 2 6 6 8 8 4 4 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 Total Split (s) 9.0 36.0 27.0 27.0 74.0 74.0 74.0 74.0 Total Split (%) 8% 33% 25% 25% 67% 67% 67% 67% Yellow Time (s) 3.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.0 1.0 1.0 1.0 1,,0 1.0 1.0 1.0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None Coord Coord Coord Min Min Min Min t', rseeti�n S In m Cycle Length: 110 Actuated Cycle Length: 110 Offset: 13 (12%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 71 ST & NW 7 AVE 07-027 Village Carver Affordable Housing 3/23/2007 PM Proposed Peak Hour (2010) floridlvl7-AA51 Synchro 5 Report Page 1 02 A X08 } 05 06 I 07-027 Village Carver Affordable Housing 3/23/2007 PM Proposed Peak Hour (2010) floridlvl7-AA51 Synchro 5 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 07-027 Village Carver Affordable Housing 2: NW 71 ST & D/W 1 PM Proposed Peak Hour (2010) Movement ' EBL : EBT EBR WBL. ` WBT WBR_ NBL NBT ..,:NBR' :.SBL -'88T SBR. Lane Configurations Sign Control Freee Free Stop Stop Grade 0 o /0 0% 0% 0% Volume (veh/h) 2 491 107 54 292 3 40 0 31 1 0 2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (veh/h) 2 540 118 59 321 3 44 0 34 1 0 Pedestrians 2 Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None. Median storage veh) vC, conflicting volume 324 657 1046 1046 598 1078 1103 323 vC1, stage 1 conf vol 0 0 vC2, stage 2 conf vol 0 0 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 3.1 3.1 tF (s) p0 queue free % 2.2 100 2.2 95 3.5 4.0 3.3 3.5 4.0 3.3 cM capacity (veh/h) 1305 1165 78 197 100 93 217 502 99 100 100 176 200 718 Direction, Lane # F Volume Total E13", WB 659 384 44 34. 3 Volume Left 2 59 44 0 1 Volume Right 118 3 0 34 2 cSH 1305 1165 197 502 354 Volume to Capacity 0.00 0.05 0.22 0.07 0.01 Queue Length (ft) 0 4 21 5 1 Control Delay (s) 0.0 1.7 28.4 12.7 15.3 Lane LOS A A D B C Approach Delay (s) 0.0 1.7 21.5 15.3 Approach LOS C C Intersection Summa:. Average Delay 2.2 Intersection Capacity Utilization 69.4% ICU Level of Service B ui -uzi vmage Uarver Affordable Housing 3/23/2007 PM Proposed Peak Hour (2010) Synchro 5 Report floridlv17-AA51 Page 3 HCM Signalized Intersection Capacity Analysis 07-027 Village Carver Affordable Housing 3: NW 71 ST & NW 2 AVE PM Proposed Peak Hour (2010) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL, SBT SBE 1. Lane Configurations '� �, +� Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.97 0.98 .1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 0.99 1.O0 Satd. Flow (prot) 1770 1768 1770 1802 1820 1808 Flt Permitted 0.55 1.00 0.46 1.00 0.92 0.93 Satd. Flow (perm) 1033 1768 856 1802 1694 1696 Volume (vph) 89 246 125 57 206 57 80 433 70 21 159 40 Peak -hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 91 251 128 58 210 58 82 442 71 21 162 41 Lane Group Flow (vph) 91 379 0 58 268 0 0 595 0 0 224 0 Turn Type Perm Perm Perm Perm Protected Phases 2 6 8 Permitted Phases 2 6 8 4 Actuated Green, G (s) 48.7 48.7 48.7 48.7 33.3 4 33.3 Effective Green, g (s) 48.7 48.7 48.7 48.7 33.3 33.3 Actuated g/C Ratio 0.54 0.54 0.54 0.54 0.37 0.37 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 559 957 463 975 627 v/s Ratio Prot c0.21 0.15 628 v/s Ratio Perm 0.09 0.07 c0.35 0.13 v/c Ratio 0.16 0.40 0.13 0.27 0.95 0.36 Uniform Delay, d1 10.4 12.1 10.2 11.1 27.5 20.6 Progression Factor 1.00. 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.6 1.2 0.6 0.7 23.7 Delay (s) 11.0 13.3 10.7 11.8 51.3 0.3 20.9 Level of Service B B B B D Approach Delay (s) 12.8 11.6 51.3 C Approach LOS B B 20.9 D C Ihtersecfiori. Surrmrnary HCM Average Control Delay 27.9 HCM Level of Service C HCM Volume to Capacity ratio 0.62 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8;0 Intersection Capacity Utilization 82.0% ICU Level of Service D c Critical Lane Group 07-027 Village Carver Affordable Housing 3/23/2007 PM Proposed Peak Hour (2010) Synchro 5 Report floridlvl7-AA51 Page 5 Timings 07-027 Village Carver Affordable Housing 3: NW 71 ST & NW 2 AVE PM Proposed Peak Hour (2010) Lane Group EBL EBT WBL WBT NBL. Lane Configurations ►� �, Volume (vph) 89 246 57 206 80 433 21 159 Turn Type Perm Perm Perm Perm Protected Phases 2 6 8 Permitted Phases 2 6 8 4 Detector Phases 2 2 6 6 8 8 4 4 4 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 26.5 26.5 20.5 20.5 20,5 20.5 20.5 20.5 Total Split (s) 28.0 28.0 28.0 28.0 62.0 62.0 62.0 62.0 Total Split (%) 31% 31% 31% 31% 69% 69% 69% 69% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lead/Lag Lead -Lag Optimize? Recall Mode Coord Coord Coord Coord Min Min Min Min In#e ectror� SuinM. a Cycle Length: 90 i } r .«... :.: Actuated Cycle Length: 90 Offset: 52 (58%), Referenced to phase2:EBTL and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated 07-027 Village Carver Affordable Housing 3/23/2007 PM Proposed Peak Hour (2010) Synchro 5 Report floridlvl7-AA51 Page 4 07-027 Village Carver Affordable Housing 3/23/2007 PM Proposed Peak Hour (2010) Synchro 5 Report floridlvl7-AA51 Page 6 HCM Unsignalized Intersection Capacity Analysis 07-027 Village Carver Affordable Housing 4: NW 71 ST & D/W 2 PM Proposed Peak Hour (2010) Movement EBL EBT WBT WBR SBL SBR Lane Configurations +T Y Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 24 499 349 9 8 11 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (veh/h) 26 542 379 10 9 12 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) ~, VC, conflicting volume 389 979 384 vC1, stage 1 conf vol vC2, stage 2 cont vol tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) i tF (s) 2.2 3.5 3.3 y p0 queue free % 98 97 98 cM capacity (veh/h) 1169 271 663 � "Direc ion Lae ' g -� Volume Total 568 389 21 Volume Left 26 0 9 Volume Right 0 10 12 cSH 1169 1700 412 Volume to Capacity 0.02 0.23 0.05 Queue Length (ft) 2 0 4 Control Delay (s) 0.6 0.0 14.2 Lane LOS A B Approach Delay (s) 0.6 0.0 14.2 Approach LOS B Intersection Summary': Average Delay 0.7., C ,� Intersection Capacity Utilization 60.5% ICU Level of Service B 07-027 Village Carver Affordable Housing 3/23/2007 PM Proposed Peak Hour (2010) Synchro 5 Report floridlvl7-AA51 Page 6 EXHIBIT 17-2. LEVEL -OF -SERVICE CRITERIA FOR TWSC INTERSECTIONS Level of Service Average Control Delay (s/veh A B 0-10 C > 10-15 D > 15-25 E > 25-35 F > 35-50 > 50 Chapter 17 - Unsignalized Intersections Methodology - TWSC Intersections 17-2 -)J