Backup Documents 02/09/2021 Item # 9A Immokalee Rd at Woodcrest Signal Warrant Analysis
Signal Warrant Analysis Report
Immokalee Road (C.R. 846) at Woodcrest
Drive/Quarry Drive Intersection
Collier County, FL
02/01/2018
Prepared for: Prepared by:
Davidson Engineering, Inc.
4365 Radio Road, Suite 201
Naples, FL 34104
Phone: 239.434.6060
Trebilcock Consulting Solutions, PA
1205 Piper Boulevard, Suite 202
Naples, FL 34110
Phone: 239.566.9551
Email: ntrebilcock@trebilcock.biz
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Statement of Certification
I certify that this Signal Warrant Analysis Report has been prepared by me or under my
immediate supervision, and that I have experience and training in the field of Traffic and
Transportation Engineering.
Norman J. Trebilcock, AICP, P.E.
FL Registration No. 47116
Trebilcock Consulting Solutions, PA
1205 Piper Boulevard, Suite 202
Naples, FL 34110
Company Cert. of Auth. No. 27796
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Table of Contents
Project Description ......................................................................................................................... 4
Existing Developments – North Side ........................................................................................... 4
Existing Developments – South Side ........................................................................................... 6
Trip Generation and Turning Movements Distribution .................................................................. 7
Estimated Volumes – North Side ................................................................................................ 8
Estimated Volumes – South Side ................................................................................................ 9
Immokalee Road & Woodcrest Drive/Quarry Drive Intersection ................................................ 10
Recommendations ........................................................................................................................ 13
Appendices
Appendix A: Heritage Bay DRI – Commercial Master Site Plan ................................................... 14
Appendix B: Existing Project Developments ................................................................................ 16
Appendix C: Heritage Bay DRI – Commercial Turning Movement Exhibit .................................. 18
Appendix D: TIS Excerpts ............................................................................................................. 20
Appendix E: Collier County Count Station 593 – 2016 FDOT PSCF Report .................................. 43
Appendix F: Green Tree Plaza – Traffic Counts, July 2014........................................................... 46
Appendix G: Traffic Signal Warrant Summary ............................................................................. 57
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Project Description
The analyzed intersection is located on Immokalee Road (CR 846) and Woodcrest Drive/Quarry
Drive in northern Collier County. This intersection provides access to the Heritage Bay DRI on
the north side via Quarry Drive and several residential developments on the south side via
Woodcrest Drive. Refer to Fig. 1 – Overall Project Location Map below. The Heritage Bay DRI
project traffic analysis anticipated this location as a signalized intersection.
Fig. 1 – Overall Project Location Map
Existing Developments – North Side
Heritage Bay DRI on the north side of Immokalee Road at Quarry Drive, includes residential and
commercial development. The Commercial Activity Center within Heritage Bay DRI, which can
be accessed by the Heritage Bay residents through internal vehicular and pedestrian
connections, is more oriented to the surrounding area and the travelling public. It is connected
to Quarry Drive via Limestone Trail as shown in Fig. 1 – Overall Project Location Map.
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The Heritage Bay residential and commercial areas are building out at a rapid rate. The
Commercial Activity Center has a combination of land uses as shown in Table 1A – Existing
Development – Heritage Bay DRI, Appendix A: Heritage Bay DRI – Commercial Master Site
Plan, and Appendix B: Existing Project Developments provide more detailed information on
each parcel within the project limits.
The existing development illustrated in Table 1A - Existing Development – Heritage Bay DRI
below, shows land uses based on the Institute of Transportation Engineers, 9th Edition land use
descriptions.
Table 1A
Existing Development – Heritage Bay DRI
No. Development Description Name Land Use ITE Land
Use Code Total Size
1N Heritage Bay Heritage Bay
Residential Residential 210 230 1,950 du
2N Cameron
Commons Unit 1, Tract 1 NCH Medical-Dental
Building 720 42,996 sf
3N Unit 1, Tract 2 CVS Pharmacy with
drive 881 12,900 sf
4N Unit 1, Tract 3 Chase Bank Drive-in Bank 912 4,572 sf
5N Unit 1, Tract 4 Shopping Center Shopping Center 820 31,415 sf
6N Unit 1, Tract 5 Commercial Coffee/Donut &
Furniture Store 937 890 6,100 sf
7N Heritage
Commons Tract D, Lot 1 Medical-Dental
Office Building
General Office
Building 710 8,390 sf
8N Tract D, Lot 2 Taco Bell Restaurant 934 1,892 sf
8N Tract D, Lot 2 Culvers Restaurant 934 4,190 sf
9N Tract D, Lot 3 Car Wash Automated Car
Wash 948 3,022 sf
10N Tract D, Lot 4 Racetrac
Convenience
Market
w/Gasoline
pumps *
853
* 5,500sf
convenience
market
11N Tract D, Lot 5 &
Lot 6 Goodwill Shopping Center 820 16,713 sf
12N Tract D, Lot 7 Commercial Mini-Warehouse 151 8,500
13N Tract D, Lot 8 &
Tract W-1
The Warehouse
Cuisine
Quality
Restaurant 931 5,513 sf
14N Heritage Vistas Tract F Watercrest Assisted Living 254 128 Beds
Note(s): *includes 16 pumps.
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As shown on Appendix B: Existing Project Developments, for the purposes of this report,
accesses to Heritage Bay DRI are provided as follows:
1. Entrance Collier Boulevard extension – Existing full access – future right-in/right-out
connection located approximately 660 feet north of the Immokalee Road intersection;
existing full access at Weathered Stone Drive/Broken Back Road located approximately
1,320 feet north of the Immokalee Road intersection.
2. Four access points off of Immokalee Road (CR 846): Existing right-in/right-out/directional
left-in at Goodland Bay Drive approximately 1,320 feet east of the Collier Boulevard
intersection; existing full access at Bellaire Bay Drive located at approximately 0.5 mile east
of the Collier Boulevard intersection; existing right-in/right-out/directional left-in at
Woodcrest Drive/Quarry Drive intersection located 1.0 miles east of the Collier Boulevard
intersection; existing full median opening at Heritage Bay Boulevard located at
approximately 1,320 feet east of the Ridge Road intersection or 2.0 miles east of the Collier
Boulevard intersection.
3. The internal site circulation system for Commercial Activity Center accommodates
interconnections between various land uses to minimize side friction with Bellaire Bay Drive
and Goodland Bay Drive.
Existing Developments – South Side
Several residential developments along Woodcrest Drive on the south side of Immokalee Road
include Bent Creek Preserve, Richmond Park (formerly known as Abaco Club), Legacy Lakes
(formerly known as Habitat-Woodcrest RPUD), Lamorada (formerly known as Indian Hills
Estates) and Mockingbird Crossing. Refer to Fig. 1 – Overall Project Location Map on page 4.
Some developments along Woodcrest Drive are already under construction and others are also
approaching build out condition, as shown in Table 1B on next page and Appendix B: Existing
Project Developments.
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Table 1B
Existing Development – Woodcrest Drive corridor
No. Development Description Land Use
ITE
Land
Use
Code
Total Size
1S Bent Creek S26, T48S, R26E Residential 210
230 449 du
2S Richmond Park S26, T48S, R26E Residential 230 104 du
3S Legacy Lakes/
Habitat S26, T48S, R26E Residential 210 55 du
4S Lamorada S25, T48S, R26E Residential 210
230 260+128 du
5S Mockingbird
Crossing S36, T48S, R26E Residential 210 110 du
Trip Generation and Turning Movements Distribution
The project’s site trip generation was extracted from approved traffic engineering studies
prepared for each property, as applicable. They are based on traffic impact studies (TIS)
performed by different consultants for each of the various developments within the project
area. These studies were performed based on the Institute of Transportation Engineers (ITE)
Trip Generation Manual, with the current edition available at the time of the TIS preparation for
each property. Estimated traffic volumes are shown in Table 2A – Project Trip Generation
Average Weekday – North Side and Table 2B – Project Trip Generation Average Weekday –
South Side. Projected trips were calculated using the ITE equations and average rates for the
various land uses, as applicable.
Project traffic turning movements generated by the developments are assigned to the adjacent
roadways using the knowledge of the area. For the purposes of this report, the project was
divided into two areas (north and south sides) to better illustrate projected movements. For
details see Appendix C: Heritage Bay DRI – Commercial Turning Movements Exhibit.
The internal capture that accounts for a reduction in external traffic because of the interaction
between the multiple land uses in a site were included in each TIS, as applicable. They are also
based on the information contained in Collier County TIS Guidelines and Procedures, the
internal capture rates for the project are limited to a maximum of 20% of the total project trips.
The pass-by trips account for traffic that is already on the external roadway network and stops
at the project on the way to a primary trip destination. It should be noted that the driveway
volumes are not reduced as a result of the pass-by reduction, only the traffic added to the
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surrounding streets and intersections. Pass-by trips are not deducted in this analysis since this
is an operational analysis (all external trips are accounted for).
Estimated Volumes – North Side
The PM peak-hour project trip generation for the north side of the Project property was
extracted from the referenced TIS’s. The project compiled trip generation is summarized in
Table 2A-1 Project Trip Generation, Average Weekday – North Side Heritage Bay DRI -
Commercial and Table 2A-2 Project Trip Generation, Average Weekday – North Side Heritage
Bay DRI – Residential below and in Appendix D: TIS Excerpts.
Table 2A-1
Project Trip Generation, Average Weekday – North Side Heritage Bay DRI – Commercial
PM PEAK HOUR (VPH)
No. Land Use ITE Land Use
Code Size ADT Enter Exit Total
2N Medical-Dental Building 720 42,996 sf 1,554 38 98 136
3N Pharmacy with drive 881 12,900 sf 624 31 34 65
4N Walk-in Bank 911 4,572 sf 527 23 23 46
5N Shopping Center 820 31,415 sf 3,152 138 149 287
6N Coffee/Donut & Furniture
Store 937. 890 6,100 sf 1,738 46 46 92
7N Commercial 720, 820, 932 8,390 sf 528 23 22 45
8N Restaurant 934 1,892 sf 939 32 30 62
8N Restaurant 934 4,190 sf 2,079 71 66 137
9N Automated Car Wash 948 3,022 sf 510 22 21 43
10N Convenience Market
w/Gasoline pumps 945 5,500 sf conv. market
- 16 pumps 4,650 140 140 280
11N Shopping Center 820 16,713 sf 643 27 29 56
12N Commercial 151 8,500 sf 339 12 11 23
13N Quality Restaurant 931 5,513 sf 446 24 13 37
14N Assisted Living 254 128 Beds 340 12 16 28
Total External Commercial 18,069 639 698 1,337
Note(s):
2N - TIS prepared by Trebilcock Consulting Solutions on 11/13/2014.
3N - TIS prepared by Vanesse Daylor on 11/4/2008.
4N - Estimate prepared by TCS on 9/27/2017.
5N - TIS prepared by Davidson Engineering on 10/16/2008.
6N - TIS prepared by Davidson Engineering on 6/26/2015.
7N - TIS prepared by Interplan on 3/28/2017.
8N - TIS prepared by JMB Engineering on 7/18/2017.
8N - TIS prepared by Turgut Dervish on 8/25/17.
9N - Estimate prepared by TCS on 8/26/2014.
10N - TIS prepared by TR Transportation on 11/27/2016.
11N - TIS prepared by Davison Engineering on 3/23/2016.
12N - TIS prepared by TCS on 8/26/2014.
13N - TIS prepared by Davison Engineering on 7/13/2016.
14N - TIS prepared by Quattrone & Assoc. on 4/23/2017.
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Table 2A-2
Project Trip Generation, Average Weekday – North Side Heritage Bay DRI - Residential
PM PEAK HOUR (VPH)
No. Land Use ITE Land Use
Code Size ADT Enter Exit Total
1N Heritage Bay Residential 210, 230 2,320 du 7,734 467 274 741
Total External Residential) 7,734 467 274 741
Note(s): 1N - DRI, Question 21, prepared by David Plummer & Assoc. on 6/11/2002.
A 35% of the commercial part of the Heritage Bay DRI is considered for the left turning
movements at the Quarry Drive and Immokalee Road intersection, a PM Peak-Hour exit volume
of 244vph (Refer to Table 2A-1). The residential component of the Heritage Bay DRI is based on
the information contained within Appendix D: TIS Excerpts, excerpt 1N (Heritage Bay DRI,
Question 21, prepared by David Plummer & Assoc. on June 11, 2002. The southbound PM
peak-hour left turn volume of 31vph. The total southbound PM peak-hour left turn lane
volume on Quarry Drive at Immokalee Road of 275 vph is to be used for the signal warrant
analysis.
Estimated Volumes – South Side
The PM peak-hour project trip generation for the south side of the Project property was
extracted from the referenced TIS’s. The project compiled trip generation is summarized in
Table 2B Project Trip Generation, Average Weekday – South Side, below and in Appendix D:
TIS Excerpts.
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Table 2B
Project Trip Generation, Average Weekday – South Side
PM PEAK HOUR (VPH)
No. Land Use ITE Land
Use Code Size ADT Enter Exit Total
1S Bent Creek 210
230 449 du 3,889 240 136 376
2S Richmond Park 230 104 du 666 42 20 62
3S Legacy Lakes/Habitat 210 55 du 606 39 22 61
4S Lamorada 210
230 388 du 3,327 205 117 322
5S Mockingbird Crossing 210 110 du 1,135 74 43 117
Total External - - 9,623 600 338 938
Note(s): 1S - TIS prepared by. Trebilcock Consulting Solutions on September 7, 2017 (25% left north to Immokalee Road).
2S - TIS prepared by JMB Transportation on April 7, 2016 2017 (43% left north to Immokalee Road).
3S - TIS prepared by TR Transportation on December 8, 2014 2017 (100% left north to Immokalee Road).
4S - TIS prepared by Johnson Engineering on April 1, 2014 2017 (88% right north to Immokalee Road ).
5S - TIS prepared by Vanesse & Daylor on December 3, 2005 2017 (45% right north to Immokalee Road).
Consistent with traffic data presented in the approved TIS’s for projects along Woodcrest Drive,
the total external volumes for the developments along Woodcrest Drive are considered for the
PM Peak-Hour left turning movements at the Woodcrest Drive and Immokalee Road
intersection. The northbound PM peak-hour left turn volume at the intersection is estimated at
55%, or 186vph.
The following is a summary of the estimated volumes on both sides of Immokalee Road at the
Woodcrest Drive/Quarry Drive intersection:
- North side: 275 vph
- South side: 186 vph
Immokalee Road & Woodcrest Drive/Quarry Drive
Intersection
1. Existing Conditions. A traffic Signal Warrant Analysis is conducted for the intersection of
Immokalee Road and Woodcrest Drive/Quarry Drive. This is a dual directional median
opening located approximately 1.0 mile east of the Collier Boulevard intersection. The
intersection is currently stop controlled on the south and north approaches.
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Major Street – Immokalee Road (CR 846) is a principal arterial roadway under Collier
County jurisdiction, and it is primarily a west-east six-lane divided roadway with dedicated
bicycle lanes, curb and gutter, and a closed drainage system. It has a posted legal speed
limit of 50 mph in the vicinity of the intersection.
East Approach – Three through lanes, one left-turn lane and one right-turn lane.
West Approach – Three through lanes, one left-turn lane and one right-turn lane.
Minor Street, northbound approach – Woodcrest Drive is a local roadway under Collier
County jurisdiction, and it is primarily a north-south two-lane undivided roadway with a
sidewalk on the west side, curb and gutter, and a closed drainage system. It has a posted
legal speed limit of 30 mph in the vicinity of intersection.
South Approach – One shared left-turn/through and one right-turn lane.
Minor Street, southbound approach – Quarry Drive is one of the main entrances to
Heritage Bay development. This is a four-lane undivided local roadway with a sidewalk on
the west side, curb and gutter, and a closed drainage system. It has a posted legal speed
limit of 30 mph in the vicinity of intersection.
North Approach – One shared left-turn/through and one right-turn lane.
2. Traffic Volumes. Twenty-four-hour traffic counts were provided by Collier County
Transportation staff for Immokalee Road (CR 846) east of Collier Boulevard (CR 951), as
collected by Collier County Count Station 593. Traffic counts provided were conducted on
March 14, 2017. The traffic volumes were adjusted with the FDOT peak season conversion
factor (PSCF) – 0.97 – refer to Appendix E: Collier County Count Station 593 – 2016 FDOT
PSCF Report.
Quarry Drive at Immokalee Road intersection – southbound approach traffic volumes are
determined based on provided residential and commercial trip generation (ref. Appendix D:
TIS Excerpts). The most intense traffic impacts occur during the PM peak-hour. Therefore,
estimated traffic PM peak-hour is utilized for the purpose of this report. Daily hourly variation
is calculated using traffic counts conducted on a similar type plaza – Green Tree Plaza located in
the southwest quadrant of the Immokalee Road and Airport Road intersection. Turning
movement counts were collected July 21 - 27, 2014. Traffic count details are attached in
Appendix F: Green Tree Plaza – Traffic Counts, July 2014. From the information shown in this
appendix, hourly variation is calculated as shown in Table 3 Hourly Variation – Weekday.
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Table 3
Hourly Variation – Weekday*
Hour Begin Hourly Variation
Percentages Hour Begin Hourly Variation
Percentages
11:00 0.88 15:00 0.71
12:00 1.00 16:00 0.81
13:00 0.88 17:00 0.88
14:00 0.85 18:00 0.71
Note(s): *Based on data shown in Appendix F
As shown in Appendix C: Heritage Bay DRI – Commercial Turning Movements Exhibit,
southbound approach volumes on Quarry Drive at Immokalee Road average 35% of the
commercial development outbound volume, or 244 vph. The Heritage Bay Residential area has
a southbound approach volume of 31 vph. The combined volume is 275 vph as shown before.
The highest eight hours of the highest approach minor street volumes where the major street
meets the volume warrant are shown in Table 4, Summary of 8-hour approach counts, below.
Table 4
Summary of 8-hour highest approach counts*
Traffic Counts – Peak Season
Hour Begin Immokalee
Road EB
Immokalee
Road WB
Immokalee Road
Weekday Total PSCF Peak Season
Total
Quarry
Drive SB -
LT
11:00 980 1,230 2,210 0.97 2,144 242
12:00 1,055 1,162 2,217 0.97 2,150 275
13:00 1,052 1,123 2,175 0.97 2,110 242
14:00 1,235 1,039 2,274 0.97 2,206 234
15:00 1,499 1,272 2,771 0.97 2,688 195
16:00 1,715 1,170 2,885 0.97 2,798 223
17:00 1,975 1,156 3,131 0.97 3,037 242
18:00 1,559 976 2,535 0.97 2,459 195
Note(s): *Immokalee Road EB and WB volumes extracted from Appendix E; **North Side Developments exiting volume
peak hour is 257 vph, as shown in Table 2A. The hourly variation calculated for the Southbound Left movement
was obtained using Table 3.
3. Signal Warrant Analysis. The signal warrant analysis was performed in accordance with the
procedures and guidelines outlined in the Manual on Uniform Traffic Control Devices
(MUTCD), 2009 Edition, with Revision numbers 1 and 2 incorporated, dated May 2012.
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For the purposes of this report, Immokalee Road (CR 846) is considered the major street,
and Woodcrest Drive/Quarry Drive are the minor streets. For the Heritage Bay residential
area, the southbound approach has an exclusive right-turn lane with outbound right-turning
volume averaging 92% of the southbound total volume. Due to minimal conflict expected
with the major street while entering westbound Immokalee Road (CR 846), the southbound
approach (31vph or 8% of the total volume) has been evaluated as a one-lane approach and
the southbound right-turn traffic is not considered for warrant analysis. For the Heritage
Bay commercial activity area, the southbound approach with a shared thru/left-turn lane of
35% of the total volume generated (or 244vph). The total volume used for the traffic signal
warrant analysis is 257vph.
The results of the traffic signal warrant analysis during the study hours are provided in Table 5,
below and Appendix G: Traffic Signal Warrant Summary.
Table 5
Summary of Signal Warrant Analysis
Warrant Applicable Satisfied Comments
1 Eight-Hour
Vehicular Volume Yes Yes The traffic volumes meet the requirements of
this warrant.
1A Minimum Vehicular
Volume Yes Yes The traffic volumes meet the requirements of
this warrant.
1B Interruption of
Continuous Traffic Yes Yes The side street traffic volumes meet the
requirements of this warrant.
2 Four-Hour Vehicular
Volume Yes Yes The traffic volumes meet the requirements of
this warrant.
3 Peak-Hour Vehicular
Volume No Yes
The warrant is not applicable as the side street
does not provide service to any facilities that
attract or generate large number of vehicles
over a short period. However, this warrant is
satisfied by the traffic volumes.
The Immokalee Road (CR 846) and Woodcrest Drive/Quarry Drive intersection meets Signal
Warrants 1, 2 and 3.
Recommendations
Based on engineering judgment, knowledge of adjacent roadway network and results of this
signal warrant analysis, it is our recommendation that a traffic signal is warranted and should
be installed at the intersection of Immokalee Road and Woodcrest Drive/Quarry Drive based on
planning needs. The intersection configuration is recommended to be reconstructed as a full
median opening on Immokalee Road at Woodcrest Drive/Quarry Drive.
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Appendix A: Heritage Bay DRI – Commercial
Master Site Plan
(1 Sheet)
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Appendix B: Existing Project Developments
(1 Sheet)
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Appendix C: Heritage Bay DRI – Commercial Turning
Movement Exhibit
(1 Sheet)
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Appendix D: TIS Excerpts
(20 Sheets)
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1N - DRI, Question 21, prepared by David Plummer & Assoc. on June 11, 2002
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2N - TIS prepared by Trebilcock Consulting Solutions on November 13, 2014
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3N - TIS prepared by Vanesse Daylor on November 4, 2008
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4N - Estimate prepared by TCS on September 27, 2017
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5N - TIS prepared by Davison Engineering on October 16, 2008
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6N - TIS prepared by Davison Engineering on June 26, 2015
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7N - TIS prepared by Interplan on March 28, 2017
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8N - TIS prepared by JMB Engineering on July 18, 2017
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8N - TIS prepared by Turgut Dervish on August 25, 2017
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9N - Estimate prepared by TCS on August 26, 2014
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10N - TIS prepared by TR Transportation on September 27, 2016
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11N - TIS prepared by Davison Engineering on March 23, 2016
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12N - TIS prepared by TCS on August 26, 2014
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13N - TIS prepared by Davison Engineering on July 13, 2016
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14N - TIS prepared by Quattrone & Assoc. on April 23, 2017
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1S - TIS prepared by. Trebilcock Consulting Solutions on September 7, 2017
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2S - TIS prepared by JMB Transportation on April 7, 2016 2017
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3S - TIS prepared by TR Transportation on December 8, 2014 2017
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4S - TIS prepared by Johnson Engineering on April 1, 2014 2017
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5S - TIS prepared by Vanesse & Daylor on December 3, 2005 2017
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Appendix E: Collier County Count Station 593 – 2016
FDOT PSCF Report
(2 Sheets)
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Appendix F: Green Tree Plaza – Traffic Counts,
July 2014
(10 Sheets)
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Appendix G: Traffic Signal Warrant Summary
(4 Sheets)
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