Wilson Blvd Center CPUD Amendment (Wilson Blvd & Golden Gate Blvd, Collier County, Florida)

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1 JMB TRANSPORTATiaN ENGINEERING, inc TRAFFIC/TRANSPDRTATION ENGINEERING &. PLANNING SERVICES TRAFFIC IMPACT STATEMENT For Wilson Blvd Center CPUD Amendment (Wilson Blvd & Golden Gate Blvd, Collier County, Florida) September 8, 2016 County TIS Review Fees TIS Methodology Review Fee - $ TIS (Small-Scale Study) Review Fee - $0,00 Prepared by: JMB TRANSPORTATiaN ENGINEERING. INC. A'7^ 1 7 T H AVENUE S W NAPLES, FLORIDA ( ) CERTIFICATE OF AUTHORIZATION NO (PROJECT No ) ^ No fl^^'zolg M:BANKS, P.E: '. D A * /ZONAL

2 TABLE OF CONTENTS Conclusions 2 Methodology 2 Scope of Project 2 Table A - Existing & Proposed Development 2 Figure 1 - Project Location & E+C Road Classification 2.1 Master Concept Plan 2.2 Project Generated Traffic 3 Table B - Net New Trips Generated 3 Table 1 - Trip Generation Computations 3.1 Existing + Committed Road Network 4 Project Traffic Distribution 4 Area of Significant Impact 4 Figure 2 - Project Traffic Distribution 4.1 Table 2A - Area of Impact/Road Classification thru 2019 Project Build-out Traffic Conditions 5 Table 2B & 2019 Link Volumes 5.1 Table 2C Link Volumes/Capacity Analysis 5.2 Appendix 6 1

3 Conclusions Based upon the findings of this report, it was determined that the proposed Wilson Boulevard Center CPUD Amendment will not have a significant or negative impact upon the surrounding road network. It was verified that all roadways, within the project's area of influence, currently have a surplus of capacity and can accommodate the traffic associated with the proposed increase in commercial retail land use (i.e., 8,000 square feet of additional floor space). As determined, the road network will continue to operate at acceptable levels of service for the foreseeable future and the project will not create any off-site transportation deficiencies that need to be mitigated. Methodology On August 26, 2016, a Traffic Impact Statement (TIS) Methodology Report was submitted to the office of Collier County Transportation Planning Department. The $ methodology meeting fee will be paid at the time of submitting the PUD amendment. The TIS methodology was reviewed by staff and a copy of the approved methodology is provided in the appendix (refer to pages MI thru M10). Scope of Project Wilson Boulevard Center CPUD is an existing mixed-use commercial development that is located on the southeast comer of Wilson Boulevard & Golden Gate Boulevard within Collier County, Florida. The /- acre CPUD was approved for 42,000 square feet of mixed-use retail and office space, which has been constructed and is occupied by a variety of tenants. The commercial center has two accesses on Wilson Boulevard (i.e., northern full access is intended for common use and the southern access for service and delivery trucks) and one left-in & right-in/out access on Golden Gate Boulevard. An amendment to the CPUD is being proposed that will increase the amount of commercial square footage from 42,000 square feet to 50,000 square feet (net new = 8,000 square feet). Table A Existing & Proposed Development Existing Mixed Existing + Proposed Commercial PUD Commercial PUD Net Increase Retail/Office 42,000 s.f 50,000 s.f 8,000 s.f. 2

4 NORTH H.TS. I ] RQfHkllt BOUtoVQ I jrrm Form Rood -^11 ll Rd Gefdon Gota Boulmord J WhIU Bout«vord LArC ARTERIAL 4-l>NE ARTCRiAL/COUXCTDR 2-LANE ARTERWL 2-LANE C0Li CTORA0CAL RAH. ROAD JNB TRANSPORTATICIN ENSiNEERiNBt INC. Wilson Blvd CPUD Amendment August Project Location & Roadway Classification FIGURE 1

5 2.2.

6 Project Generated Traffic Traffic that can be expected to be generated by the project was estimated based upon the guidelines established by the Institute of Transportation Engineers, Trip Generation Manual,9**^ Edition. That is, historical traffic data collected at similar land uses was relied upon in estimating the project's traffic. It was concluded that Land Use Code "Shopping Center" (LUC 820) was most appropriate in estimating the existing, proposed and the net new trips associated with the CPUD. In order to determine the project's net new traffic, the estimated trips for the existing commercial retail/office uses were subtracted from the estimated total trips for the total proposed floor space. That is. Proposed Development Trips less Existing Development Trips = Net New Trips Table 1 provides a detail of the estimated total trips less existing trips. The net new trips were then adjusted to reflect a pass-by rate of 25 per the guidelines of the ITE Trip Generation Manual. The following is a summary of the results. It is concluded that the project will generate less than 50 net new trip ends during the weekday highest peak hour. As such, the report will evaluate traffic impacts associated with the project based upon the criteria set forth by the Collier County Government's Traffic Impact Statement Guidelines for developments generating "less than 50 trips", which is identified as a small-scale study. Table B Net New Trips Generated deposed Trips Less Existing Trips) New Daily (ADT) New AM Peak Hour (vph) New PM Peak Hour (vph) Existing Trips 2, Existing + Proposed Trips 3, Net New Trips The report concludes that the project will generate less than 50 net new trip ends during the weekday highest peak hour. As such, the report investigates the traffic impacts associated with the project based upon the criteria set forth by the Collier County Government's Traffic Impact Statement Guidelines for developments generating "less than 50 trips", which is identified as a small-scale study. 3

7 EXISTING LAND USE TABLE 1 TRIP GENERATION COMPUTATIONS Wilson Boulevard Center CPUD Amendment Land Use Code 820 Land Use Land Use Description Shopping Center Existing Land Uses 42,000 s.f. Trip Generation Equation Code LUC 820 Trip Period Daily Traffic (ADT) = (Based upon S.F.) Ln(T) = 0.65Ln(X)+5.83 = Total Trips 3,864 ADT Trips Enter/Exit AM Peak Hour (vph) = Ln(T)=0.61Ln(X)+2.24 = 92 vph 57 / 35 vph PM Peak Hour (vph) = 62% Enter/ 38% Exit = Ln(T) = 0.67Ln(X)+3.31 = 48% Enter/ 52% Exit = 335 vph 161 / 174 vph Pass-by Trips per ITE= LnfT) = -0.29Lr}(X) = 25% Pass-by Rate per Collier County New Daily Traffic (ADT) = New AM Peak Hour (vph) = (ADT)x(% of New Trips) (AM) x(% of New Trips) 2,898 ADT 69 vph 43 / 26 vph New PM Peak Hour (vph) = 62% Enter/ 38% Exit = (PM)x(%of New Trips) 251 vph 120 / 131 vph 48% Enter/ 52% Exit = ************** PROPOSED LAND USE Land Use Code Land Use Description Proposed Land Uses 820 Shopping Center 50,000 s.f. LUC 820 Daily Traffic (ADT) = Ln(T) = 0.65Ln(X)+5.83 = 4,328 ADT AM Peak Hour (vph) = Ln(T) = 0.61Ln(X)+2.24 = 102 vph 63 / 39 vph PM Peak Hour (vph) = 62% Enter/38% Exit = Ln(T) = 0.67Ln(X)+3.31 = 48% Enter/ 52% Exit = 377 vph 181 / 196 vph Pass-by Trips per ITE= Lr)(T) = -0.29Ln{X) = 25% Pass-by Rate per Collier County New Daily Traffic (ADT) = (ADT) x (% of New Trips) 3,246 ADT New AM Peak Hour (vph) = (AM) x (% of New Trips) 62% Enter/ 38% Exit = 77 vph 47 / 29 vph New PM Peak Hour (vph) = (PM) x (% of New Trips) 48% Enter/ 52% Exit = 282 vph 135 / 147 vph ********************************************************************************* ********************************************************************************* NET NEW TRIPS Daily Traffic (ADT) = AM Peak Hour (vph) = PM Peak Hour (vph) = 348 ADT 8 vph 5 / 3 vph 31 vph 15 / 16 vph -3.1

8 Existing + Committed Road Network Figure 1 and Table 2A provide a detail of the surrounding E + C road network. Table 2A depicts the minimum level of service performance standards and capacity for the roads within the project's are of influence. The study reflects the County's on-going four-lane improvements to Golden Gate Boulevard (east of Wilson Boulevard). Wilson Boulevard is a two-lane north/south minor arterial corridor that extends from its southern terminus that is about one-mile south of Golden Gate Boulevard to its northern terminus which is north of Immokalee Road. The posted speed limit along Wilson Boulevard is 45 MPH. Golden Gate Boulevard (between 18th St NE to its western terminus at its intersection with Collier Boulevard) is classified as a four-lane divided arterial. Golden Gate Boulevard (between 18th St NE and its eastern terminus at its intersection with Desoto Boulevard) is classified as a two-lane arterial. The posted speed limit is 45 MPH. Wilson Boulevard & Golden Gate Boulevard is a signalized intersection. Project Generated Traffic Distribution The project's net new traffic was distributed to the surrounding road network based upon logical means of ingress/egress, current and future traffic patterns in the area, demographics, competing markets, as well as growth trends for the surrounding areas. Table 2A and Figure 2 provide a detail of the traffic distributions to the adjacent road network. Area of Significant Impact The area of significant impact was determined based upon Collier County's 2%, 2% and 3% criteria (i.e., if the project's traffic is 2% or more of a roadway's adopted level of service capacity, then the project has a significant impact upon that link). Table 2A describes the project traffic distributions and the level of impact on the surrounding roadways. Roads that were identified as being within the projects area impact are shown in Table 2A. 4

9 LEGEND ^00%^ PROJECT TRAFFIC DISTRIBUTION BY PERCENT JMB TRANSPaRTATiaN ENQINEERINB, INC. Wilson Blvd CPUD Amendment August PROJECT-GENERATED TRAFFIC DISTRIBUTION FIGURE 2

10 TABLE 2A PROJECT'S AREA OF IMPACT Project Traffic Peak Direction (vphpd)«project Traffic Non-Peak Direction (vph) 16 Exiting 15 Entering OoMen Gate Blvd 17.0 C.R. 951 to Wilson Blvd Wilson Blvd to NE 18th St Road gm 4D 4D LOS Service Project Project PK Dir. PK Direction Project Pk Hr Project Pk Hr Project S«rv. Vol. Volume Traffic PK Dir Pk Hr Non-PK Dir Non-Pk Impact Percent Significant LPS fvdhddl (vphpd) Pk Dir (vph) DiR Standard Impact Impact D % 6 E 6 W 2% 028% NO D % 5 W 5 E 2% 0.21% NO Wilson Blvd Immokalee Rd to Golden Gate Blvd 2U D % 5 N 5 S 2% 0.53% NO

11 2015 thru 2019 Project Build-out Traffic Conditions In order to establish 2015 thru 2019 project build-out traffic conditions, two forecasting methods were used. The first traffic forecasting method was the County's traffic count data was adjusted for peak season conditions, peak hour conditions, peak direction, and an annual growth rate was then applied. The peak season/peak hour/peak direction and annual growth rates were derived from the 2015 Collier County AUIR Report. Using the annual growth rate, the 2019 background traffic conditions were determined, which are depicted in Table 2B. The second traffic forecasting method was to add the vested trips (trip bank) identified in the 2015 AUIR report to the adjusted peak season, peak hour and peak direction traffic counts. The vested trips "+" 2019 background traffic volumes are depicted in Table 2B. The greater of the two values produced by the two forecasting procedures was then considered to reflect the 2019 background traffic. The net new project generated traffic was then added to the background traffic. Table 2C provides a summary of the 2015 thru 2019 traffic conditions and the roadways' level of service and remaining available capacity. As shown, all project impacted roadways will continue to operate at the County's adopted minimum level of service thresholds at project build-out. 5

12 2015 & TABLE 2B 2019 ROADWAY LINK VOLUMES Gokten Gate Blvd 17.0 C.R. 951 to Wilson Blvd Wilson Blvd to NE 18th St Per Vested Trips Metfvo Per Gro /th Rate Method Peak Hour 2016 Growth Peak Hour PK OirectkMi AUIR AUIR Rate PK Direction Trip Background Traffic Pk per Background Bank Per Vested Trips pir AUIR rvdhpdt (vphpd) fvphodl 1600 E 2.00% E 2.00% Wilson BKrd Immokalee Rd to Golden Gate Blvd 260 S 2.00%

13 TABLE 2C 2019 ROADWAY LINK VOLUME/CAPACITY ANALYSIS Peak Hour Peak Hour Project Project BuiM-Out Serv.Vol. Build-Out Bulk!-Out Peak Hour PK Direction Bkgd PK Direction Pk Hr Prjct Pk Hr Prjct Peak Hour Pk Hr Peak Hour Peak Hour PK Direction Background Pk Background PK Dir Pk Non-PK Dir Non-Pk PK Dir PK Dir PK Direction PK Direction (vdhod) (vphpd) Qsr LOS fvphod^ fvph) Sir (YPhpsI) (vphpd) W9Rat»9 LOS GoMen Gate Blvd 17.0 C.R. 951 to Wilson Blvd 1600 C 1732 E 0 6 E 6 W C WItson Blvd to NE 18th St 1040 B 1126 E B 5 W 5 E B Wilson Btvd Immokalee Rd to Golden Gate 260 B 281 S B 5 N 5 S B

14 APPENDIX Support Documents 6

15 JMB TRANSPDRTATiDN ENGINEERING, INC. TRAmc/TRANSPORTATION ENGINEERING & PLANNING SERVICES TRAFFIC IMPACT STATEMENT METHODOLOGY REPORT For Wilson Blvd Center CPUD Amendment (Wilson Blvd & Golden Gate Blvd, Collier County, Florida) August 25, 2016 County TIS Review Fees TIS Methodology Review Fee = $ TIS (Small-Scale Study) Review Fee = $0.00 Prepared by: JMB T R A N S P O R T A T I O N E N G I N E E R I N G, I N C T H AVENUE S W NAPLES, FLORIDA 3A^ 1 9 ( )

16 Scope of Project Wilson Boulevard Center CPUD is an existing mixed-use commercial development that is located on the southeast comer of Wilson Boulevard & Golden Gate Boulevard within Collier County, Florida. The /- acre CPUD was approved for 42,000 square feet of mixed-use retail and office space, which has been constructed and is occupied by a variety of tenants. The commercial center has two accesses on Wilson Boulevard (i.e., northern access is intended for common use and the southern access for service and delivery trucks) and one access on Golden Gate Boulevard. An amendment to the CPUD is being proposed that will increase the amount of commercial square footage from 42,000 square feet to 50,000 square feet (net new = 8,000 square feet). Table A Existing & Proposed Development Existing Mixed Existing + Proposed Commercial PUD Commercial PUD Net Increase Retail/Office 42,000 s.f 50,000 s.f 8,000 s.f. Methodology Project-Generated Trips Existing and proposed trips will be determined based upon ITE's land use code Shopping Center (LUC 820). The net new trips will be determined by estimating total project trips less existing trips generated. Table 1 provides a detail of the estimated total trips less existing trips. The net new trips were then adjusted to reflect a pass-by rate of 25%. Table B provides a summary of the results. It is conclude that the project will generate less than 500 net new trip ends during the weekday highest peak hour. As such, the report will evaluate traffic impacts associated with the project based upon the criteria set forth by the Collier County Government's Traffic Impact Statement Guidelines for developments generating "less than 50 trips", which is identified as a small-scale study. Table B Net New Trips Generated (Proposed Trips Less Existing Trips) New Daily (ADT) New AM Peak Hour (vph) NewPM Peak Hour (vph) Existing Trips 2, Existing + Proposed Trips 3, Net New Trips

17 M3 Area of Significant Impact The area of significant impact will be determined based upon Collier County's 2%, 2% and 3% criteria (i.e., if the project's traffic is 2% or more of a roadway's adopted level of service capacity, then the project has a significant impact uf)on that link). Table 2A and Figure 2 depicts the project traffic distributions and the level of impact on the surrounding roadways. Roads that were identified as being within the projects area impact are shown in Table 2A thru 2019 Project Build-out TrafTic Conditions In order to establish 2015 thru 2019 project build-out traffic conditions, two forecasting methods were used. The first traffic forecasting method was the County's traffic count data was adjusted for peak season conditions, peak hour conditions, peak direction, and an annual growth rate was then applied. The peak season/peak hour/peak direction factor and annual growth rate were obtained from the 2015 Collier County AUIR Report. Using the annual growth rate, the 2019 background traffic conditions were determined, which are depicted in Table 2B. The second traffic forecasting method was to add the vested trips (trip bank) identified in the 2015 AUIR report to the adjusted peak season, peak hour and peak direction traffic counts. The 2019 vested trips background traffic volumes are depicted in Table 23. The greater of the two values produced by the two forecasting procedures was then considered to reflect the 2019 background traffic. The net new project generated traffic was then added to the background traffic. Table 2C provides a summary of the 2015 thru 2019 traffic conditions and the roadways' level of service and remaining available capacity. As shown, all project impacted roadways will continue to operate at the County's adopted minimum level of service thresholds at project build-out.

19 NORTH HJS. I 1 I OoWen Goto Boufvvord I GoM«n Gda Parkway I 1-75 LEGEND 6-LANE ARTERIAL -LANE ARTERIAL/COLLECTDR 2-LAIC ARTERIAL 2-LANE COli CTOR/LOCAL RAIL ROAD JNB TRANSPaRTATiaN ENBINEERINQ, INC. Wilson Blvd CPUD Amendment August Project Location & Roadway Classification FIGURE 1

20 EXISTING LAND USE TABLE 1 TRIP GENERATION COMPUTATIONS Wilson Boulevard Center CPUD Amendment Land Use Code 820 Land Use Code LUC 820 Land Use Description Shopping Center Trip Period Daily Traffic (ADT) = AM Peak Hour (vph) = PM Pealc Hour (vph) = Pass-by Trips per ITE= Ln(T) = -0.29Ln(X) = New Daily Traffic (ADT) = New AM Peak Hour (vph) = New PM Peak Hour (vph) = Trip Generation Equation (Based upon S.F.) Ln(T) = 0.65Ln(X)+5.83 = Ln(T) = 0.61Ln(X)+2.24 = 62% Enter/ 38% Exit = Ln(T) = 0.67Ln(X)+3.31 = 48% Enter/ 52% Exit = (ADT) x(% of New Trips) (AM)x(%of New Trips) 62% Enter/38% Exit = (PM)x(% of New Trips) 48% Enter/ 52% Exit = Existing Land Uses 42,000 s.f. Total Trips 3,864 ADT 92 vph 335 vph 25% Pass-by Rate per Collier County 2,898 ADT 69 vph 251 vph ******************************************************************************** PROPOSED LAND USE Land Use Code Land Use Description 820 Shopping Center LUC 820 Daily Traffic (ADT) = AM Peak Hour (vph) = PM Peak Hour (vph) = Pass-by Trips per ITE= Ln(T) = -0.29Ln(X) = New Daily Traffic (ADT) = New AM Peak Hour (vph) = New PM Peak Hour (vph) = Ln(T) = 0.65Ln(X)+5.83 = Ln(T) = 0.61Ln(X)+2.24 = 62% Enter/ 38% Exit = Ln(T) = 0.67Ln(X)+3.31 = 48% Enter/ 52% Exit = (ADT) x (% of New Trips) (AM) x (% of New Trips) 62% Enter/ 38% Exit = (PM) x (% of New Trips) Proposed Land Uses 50,000 s.f. 4,328 ADT 102 vph 48% Enter/ 52% Exit = ********************************************************************************* *****************************«***********************************»************ NET NEW TRIPS Daily Traffic (ADT) = AM Peak Hour (vph) = PM Peak Hour (vph) = Trips Enter/Exit 57 / 35 vph 161 / 174 vph 43 / 26 vph 120 / 131 vph 25% Pass-by Rate per Collier County 3,246 ADT 77 vph 63 / 39 vph 377 vph 181 / 196 vph 47 / 29 vph 282 vph 135 / 147 vph 348 ADT 8 vph 31 vph 5 / 3 vph 15 / 16 vph /Ah

21 LEGEND ^00%^ PROJECT TRAmC OtSTRIBUTION BY PERCENT JMB TRAN SPORT ATIDN ENGINEERING, INC. Wilson Blvd CPUD Amendment August PROJECT-GENERATED TRAFFIC DISTRIBUTION FIGURE 2

22 TABLE 2A PROJECT'S AREA OF IMPACT Project Traffic Peak Direction (vphpd) = 16 Exiting Project Traffic Non-Peak Direction (vph) 15 Entering GoMen Gate Bkd 17.0 C.R. 951 to Wilson Btvd Wilson Btvd to NE 18th St Road Cjass 4D 4D PK Dir. Serv. Vol. LOS D D LOS Service PK Direction Volume (vphpd) Project Traffic %Pi8L 40% 30% Project Pk Hr PK Dir (vphpd) 6 5 Project Pk Hr Pk Dir E W Project Pk Hr Non-PK Dir 6 5 Project Non-Pk Impact Percent Significant DiR Standard Impact Impact W 2% 0.28% NO E 2% 0.21% NO Wilson Blvd Immokalee Rd to Golden Gate Blvd 2U D % N S 2% 0.53% NO

23 2015 & 2019 TABLE 2B ROADWAY LINK VOLUMES 2015 AUIR Traffic (vphpd) OoMen Gate Btvd 17.0 C.R. 951 to Wilson Blvd WIteonBlvdtoNEISthSt 1040 Per Vested Trips Metho Per Growth Rate Method Peak Hour Growth Peak Hour PK Direction AUIR Rate PK Direction Trip Background Pk per Background Bank Per Vested Trips DiR AUjR (vphpd) (vphpd) (YPhPM) E 2.00% E 2.00% Wilson Blvd Immokalee Rd to Golden Gate Blvd 260 S 2.00%

24 TABLE 2C 2019 ROADWAY LINK VOLUME/CAPACITY ANALYSIS Golden Gate Blvd Wilson Btvd Peak Hour Peak Hour Project Project BuiM-Out Serv.Vol. Build-Out BuiM-Out Peak Hour PK Direction Bkgd PK Direction Pk Hr Prjct Pk Hr Prjct Peak Hour Pk Hr Peak Hour Peak Hour PK Direction Background Pk Background PK Dir Pk Non-PK Dir Non-Pk PK Dir PK Dir PK Direction PK Direction (vphpdl fvdhpd) DLr LOS (vphpd) DIE (vph) Ok fvphpd) (vphpd) Y^?Rat*o LOS 17.0 C.R. 951 to Wilson Blvd 1600 C 1732 E C 6 E 6 w C Witeon Blvd to NE 18th St 1040 B 1126 E B 5 W 5 E B Immokalee Rd to Golden Gate 260 B 281 S B 5 N 5 S B

Traffic Impact Statement (TIS)

Traffic Impact Statement (TIS) Vincentian PUDA Collier County, FL 10/18/2013 Prepared for: Global Properties of Naples Prepared by: Trebilcock Consulting Solutions, PA 2614 Tamiami Trail N, Suite 615 1205