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Agenda 10/27/2009 Item #10CAgenda Item No. 10C October 27, 2009 Page 1 of 330 EXECUTIVE SUMMARY Recommendation that the Board of County Commissioners approves the Wilson Boulevard Extension /Benfield Road Corridor Study (Study). Due to the size of the draft Final Report and the appendices, a copy is available at the County Manager "s office for review. OBJECTIVE: That the Board of County Commissioners, for the purpose of addressing long term transportation needs east of CR 951 (Collier Boulevard), approves the Study. CONSIDERATIONS: The Study was initiated by the Collier County Transportation Planning Department in July 2007. The area studied is approximately 20 miles long and 9 miles wide, bordered by US 41 to the south, CR 951 /Collier Boulevard to the west, Golden Gate Boulevard to the north and Everglades Boulevard to the east. The Collier County Growth Management Plan requires transportation system enhancements to maintain the adopted- roadway level of service to accommodate approved and anticipated development. The existing CR_ 9S 1 facility serves as the primary corridor for north -south mobility connecting Marco Island to the northern limit of Collier County at Immokalce Road and is planned to be extended into Lee County. Although growth along the corridor has subsided due to the current economic downturn, the development of remaining land in Golden Gate Estates and along the corridor will ultimately causes the CR 951 facility to fail. The need for a north -south arterial road was identified in the Collier Metropolitan Planning Organization (MPO) 2030 Long Range Transportation Plan approved by the Board of County Commissioners on January 12, 2006. The Collier MPO 2030 LRTP minor update approved by the MPO Board on June 3, 2007 maintained the need for this facility. The Wilson Boulevard Extension/Benfield Road facility is identified in the 2030 LRTP as a financially feasible project. The Study was conducted consistent with Objective 3 of the Transportation Element of Collier County's adopted Growth Management Plan adopted by Ordinance No. 2007 -3, January 25, 2007. Policy 3.2 of Objective 3 which states: " I'he County shall continue to include funding specifically earmarked for use in the advanced Right -of = Way Acquisition Program in its annual Capital Improvement Element funding. Studies shall be conducted periodically to identify the long -range right -of- -way needs of the transportation system based on buildout. Following the cormpletion of these studies, the Transportation Administrator will present a program of fitnding that includes actions necessary to protect and acquire needed right- of-wa}y. " Public input has been sought throughout the study process. Since the study began in 2007, Collier County has conducted a series of public outreach events, including two major public workshops, the Benfield Road community meeting, the VeronaWal.k community meeting and other meetings /presentations ko agencies, associations (Golden Gate Estates Area Civic Association), stakeholders and groups such as Leadership Agenda Item No. 10C October 27, 2009 Page 2 of 330 Collier. Many of the meetings and c, ordination efforts were conducted by County staff, with participation by the Consultant Team. In addition, two newsletters were prepared and information was posted on the C;ouniy's website to provide project information and updates. In addition, meetings were held with environmental and other government agencies and individual property owners to discuss the project alternatives in detail and to obtain comments. It is important to note that these comments received by the county have been documented, reviewed, and in some cases, accounted for by additions, deletions or /modifications of the proposed alternative alignments. The Study team examined existing transportation demands, traffic volumes, facility operations, conditions of existing facilities and committed plans for improvements. Corridor alternatives were initially developed based on the location of existing roadways, environmentally sensitive lands, existing and planned developments as well as connectivity, functionality, public comments received from the first Study workshop and key stakeholder meetings. Multiple segments were combined to develop fourteen (14) potential north/south corridors. Environmental issues such as potential wetland impacts, public land impacts, and impacts to protected species and their habitat, were a critical component of selecting feasible alignment alternatives within the environmentally sensitive study area. All ofd the segments examined have some potential to impact wetlands, public lands, and protected wildlife species" habitat. The elimination of segments and alternatives were justified using the analysis of cultural, social, engineering, traffic, contamination and significant stakeholders input. The corridors that were not clearly viable were identified, discussed, and upon consensus, removed from further evaluations. The Study was refined to consider the following alternatives: No Build Although a no build condition was modeled, capacity improvements may be considered should there be no alternate parallel roadway constructed in an effort to reduce congestion and delay. This may include geometric enhancements at key intersections within the corridor, widening CR 951 to an eight lane condition, enhancements at the I -75 interchange, and new interchanges at key locations such as US 41. Alternative 2: Miller Boulevard The Miller Boulevard alternative would provide a north/south connection to the Collier County Hurricane Evacuation Route Plan. It would improve access to the interstate system for evacuees during an emergency event and improve regional evacuation and emergency response time. Portions of Alternative 2 currently exist as Miller Boulevard, a non - functionally, classified local roadway. In order for this alternative to be viable, this facility would be upgraded to meet current design standards. As with the No Build scenario, an eight -lane facility within the vicinity of I -75 does not provide sufficient capacity to achieve acceptable LOS. Agenda Item No. 10C October 27, 2009 Page 3 of 330 Alternative 3A/313: Wilson/Benlield This alternative provides greater relief to the parallel facility of CR 951 than Alternative 2 (Miller Boulevard). This stands io reason due to its greater proximity to CR 951. Nevertheless, there are projected volumes on CR 951 that are still projected to operate below the LOS standard. As with the No Build scenario, an eight lane facility within tree vicinity of I -75 does not provide sufficient capacity to achieve acceptable LOS. Conclusion and Recommendations Utilizing feedback from the workshops, technical analysis, and collaboration with Collier County Transportation staff, the consultants have produced a final Study report with the following conclusions and recommendations: o The No Build alternative would not only result in increased congestion on CR 951 /Collier Boulevard, but would also encourage diversion to adjacent parallel facilities west of CR 951 /Collier Boulevard therefore increasing congestion on those facilities. o Under the No Build alternative, additional portions of the CR951 /Collier Boulevard corridor will ultimately fail shortly after the 2035 study year. Similarly, congestion on parallel facilities west of CR 951 /Collier Boulevard would increase. o With or without the construction of an additional north-south corridor, the interchange at I -75 and CR 951 /Collier Boulevard will require a complete reconstruction prior to the year 2035. Estimates have ranged between $125 million and $250 million depending on the limits of the reconstruction. o Alternative 2 (Miller Boulevard) does not provide significant relief to CR 951 /Collier Boulevard, however it does provide a secondary connection between development along the US 41, Marco Island and Golden Gate Estates. It also provides an excellent opportunity for an emergency evacuation route. Due to the significant environmental impacts and the minimal mobility benefit, this alternative would not satisfy the requirements identified in the purpose and need statement of this corridor study. o Alternative 3A/3B (Wilson/Bentield) would provide significant relief to CR 951 /Collier Boulevard and adjacent parallel facilities. o Costs associated with each build alternative prohibit the feasibility of constructing this facility as one project. However, it should be noted that alternative 3A/3B is approximately twenty miles long and represents a corridor that would be developed in phases concurrently with development and growth along the corridor. o Florida Rock Industries, Inc, which entered into a Developer Contribution Agreement with the County on June 26, 2007 is moving forward with their Agenda Item No. 10C Octobff 27, 2009 Page 4 of 330 project. The agreement requires the developer to provide to the County 60% Design Plans for the roadway to be located within the Wilson Boulevard Extension as identified in the North Belie Meade Overlay of the GMP. Typically the next phase associated with developing the corridor would include engineered 60% design plans. Due to the length of time before physical construction would begin it would not be practical to begin the design phase at this time. Therefore, based upon the review of all critical factors, the study team has reached a consensus that alternative 3A/3B should remain as a critical facility on the LRTP Financially Feasible Plan and should be treated as a "Managed Corridor" when development or redevelopment takes place. For the purposes of the final recommendation a Managed Corridor is defined as a 300' alignment that will be monitored by transportation for opportunities to coordinate and negotiate the preservation of the corridor. Staff will use advanced right of way purchases, Developer Contribution Agreements, zoning approvals and reservation agreements to maintain the integrity of this corridor as development and redevelopment takes place. Transportation will coordinate with the building department to identify "flag" all lots that may be impacted by this future corridor. During development, staff would also consider alternative alignments and bring back any changes to the BCC. FISCAL IMPACT: There is no fiscal impact at this time. GROWTH MANAGEMENT IMPACT: The recommended alternative is consistent with the LRTP and Policy 3.2 of the Growth Management Plan. LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney. Based upon the recent denial of the Miller Boulevard alternative by the MPO, the County Attorney did not review the Miller Boulevard alternative for legal sufficiency. The item is otherwise legally sufficient for Board action. -JAK RECOMMENDATION: That the Board of County Commissioners approves the 3A/3B Alignment as the chosen alternative consistent with the LRTP Financially Feasible Plan and direct the County Manager or his designee to treat this approved alignment as a Managed Corridor. Prepared by: Claudine Auclair, Principal Planner, Transportation Planning Attachments: l) Wilson Boulevard Extension/Benfield. Road Corridor Study Report — Final Draft September 2009 2) Appendix 1 — Existing Conditions Report 3) Appendix 2 — Environmental Data Exhibits 4) Appendix 3 — ACI Existing Conditions 5) Appendix 4 — Traffic Analysis Support Documents 6) Appendix 5 — Public Involvement Documents 7) Recommended Managed Corridor Agenda Itern No. 10C October 27, 2009 Page 5 of 330 Pane 1 of 2 Agenda Item No. 10C October 27, 2009 Page 6 of 330 COLLIER COUNTY BOARn 0;: ;-A :! IN T Y COMMISSIONFRS !tem Number: 10C 10115 %2009 10:21 AM item Summary: Recommendation that lire Board of County Commissioners approves the Wilson Boulevard OMB Coordinator ExtensionlBenfield Road Corridor Study (Study). Due to the size of the draft Final Report and County Manager's Office the appendices, a copy is available at the County Managers office for review. (Claudine 10//512009 10:37 AM Auclair, Transportation Planning) Meeting Date: 10/27,12009 9:00:00 Aft Budget Analyst Approved By County Manager's Office Office of Management & Budget Nick Casalanguida MPO Director Date Transportation Services Transportation Planning 10/9/2009 3:39 PM Approved By Norm E. Feder, AICP Transportation Division Administrator Date Transportation Services Transportation Ser�,i ^e^ t — ri 101912009 3:43 PM Approved By Gloria Herrera Management /Budget Anaiyst Date Transportation Services Stormwater Management 10/9/2009 3:49 PM Approved By Claudine Auclair Principal Planner Date Transportation Services Transportation Planning 10!1212009 8:46 AM Approved By Therese Stanley Grants Coordinator Date Transportation Transportation Administration 10(1312009 10:19 AM Approved By Jeff Klatzkow County Attorney Date County Attorney County Attorney Office 1 011 512009 9:24 AM Approved By Pat Lehnhard Executive Secretary Date Transportation Services Transportation Services Admin 10115 %2009 10:21 AM Approved By OMB Coordinator OMB Coordinator Date County Manager's Office Office of Management 8 Budget 10//512009 10:37 AM Approved By Mark isackson Budget Analyst Date County Manager's Office Office of Management & Budget 10 ?1512009 2:38 PM file: / /C:AAgendaTest \Export \137- October 27. 2009 \10. COUNTY MANAGER REPORT \1... 10/21/2009 Page 2 of 2 Agenda stern No. 10C Octobei, 27, 2009 Page 7 of 330 Approved By Leo E. Ochs, jr, Deputy County Manager Date Bnard of County County Manager's Office 10/17/2009 2:33 PM ('ommissione,rs file:HC:\AgendaTest\Export\l 37-October 27, 2009 \10. COUNTY MANAGER REPORT\l ... 10/21/2009 Agenda Item No. 10C October 27, 2009 Page 8 of 330 Wilson Boulevard Extension; Benfield Road Corridor Study Report — Final Draft September 2009 Due to the size of the Study Report —this item could not be loaded in NOVUS. A hard copy of the report is available in the County Manager's office for review. Please note the Study Report and Appendices will be available on the Transportation Planning Department webpage under Planning Studies. Agenda Itern No. 10C October 27, 2009 Page 9 of 330 Appendix 1 Existing Traffic Conditions Report Agenda item No. 10C October 27, 2009 Page 10 of 330 WILSON BOULEVARD EXTENSION/ BENFIELD ROAD CORRIDOR STUDY Existing Traffic Conditions Report Prepared For: Collier County Transportation Planning Department 2885 S. Horseshoe Drive Naples, FL 34104 Prepared By: (BDRMP • S S 3816 West Linebaugh Avenue, Suite 400 Tampa, Florida 33618 Phone: 813- 265 -9800 April 2008 Table of Contents Section 1.0 Overview 1.1 Purpose and Need Statement 1.2 Project Description 1.3 Existing Traffic Conditions Report Objective 2.0 Existing Conditions 2.1 Existing Traffic Conditions 2.2 Existing Intersection Geometry 2.3 Existing Roadway Data Collection 2.4 Existing Intersection Data 2.5 Traffic Characteristics 3.0 Level of Service Analysis 11 Level of Service Analysis, Roadways �.2 Level of Service Analysis, Intersections 4.0 Summary Agenda Itern No. 10C October 27, 2009 Page 11 of 330 Page No. 1 1 1 3 3 3 3 4 12 13 13 16 i April 2008 Agenda Item No. 10C October 27, 2009 Page 12 of 330 Lis? of Tables Tablc Page No. i . Historical Count Data 6 2. Design Characteristics 12 3. Arterial Level of Service, Existing Conditions 14 4. Intersection Level of Service, Existing Conditions 15 List of Figures Figure Page No. 1. Traffic Conditions Study Location 2 2. Existing Intersection Geometry 5 3. Count Station Locations 7 4. 2006 Average Daily Traffic 8 5. Existing 2007 Average Daily Traffic 9 6A. Existing PM Peak Hour Turning Movements 10 6B. Existing PM Peak Hour Turning Movements (Continued) 11 APPENDICES A Existing Traffic Data Collection Pg 1: Wilson Boulevard Extension Corridor Study (Wilson Miller, May 2005) Pg 4: US 41 PD &E Final Project Traffic Report (GMB, January 2006) Pg 5: I -75iSR 951 Interchange Concept Re- Evaluation Technical Memorandum (FDOT District One, May 2006) Pg 6: Toll Rattlesnake DRI traffic monitoring report (Vanasse & Daylor, LLP, July 2006) Pg 9: Grand Lely Resort PUD traffic monitoring report (David Plummer & Assoc., May 2007) Pg 10: Collier County 2006 Average Daily Traffic (Traffic Operations Department, 2006) Pg 24: Growth Rate Adjustment Worksheet B Design Characteristics Worksheet Pg 1: Design Characteristics Worksheet C Existing Intersection Analysis Worksheets and Signal Timings Pg 1: HCS Intersection Analysis Worksheets Pg 14: Signal Timings n April 2008 Agenda Itern No. 10C October 27, 2009 Page 13 of 330 1.0 Overview 1.1 Purpose and Need Statement Dyer, Riddle, Mills and Precourt, Inc. has been contracted to provide services for a Planning Corridor Study to help examine the feasibility and potential impacts of developing a new North -South corridor located east of CR 951 in Collier County, FL. The focus of the overall study will accomplish the following: • Define the optimum loca ±inn of Benfield Road south of 1 -75 to connect to US 41 • Coordinate with stakeholders to determine the most feasible crossing of I -75 to connect Wilson Boulevard extension to Beck Boulevard and Benfield Road • Finalize the Wilson Boulevard extension to Golden Gate Boulevard, Landfill Road and Collier Boulevard (CR 951) via Utilities Drive or City Gate Boulevard North • Identify issues and /or concerns up front by working closely with affected neighborhoods, associations and agencies during the study process • Minimize any environmental, natural and social impacts during the development of conceptual alignments • Identify and present feasible alignment(s) and recommendations to the Board of County Commissioners 1.2 Project Description -� The area being studied is approximately 20 miles in length, bordered by US 41 to the south, CR 951 to the west, 18`h Street SE / Miller Boulevard to the east, and Golden Gate Boulevard to the north. For the Existing Traffic Conditions Report, connecting roadways were considered. The corresponding traffic study area is shown in Figure 1. For the purposes of brevity and clarity, the study area will be referred to as the Wilson Boulevard Extension in this report. 1.3 Existing Traffic Conditions Report Objective While the focus of the overall study is described above, the objective of this technical memorandum is to summarize and present existing year 2007 traffic conditions occurring within the study boundaries. Both roadway link and intersection operating conditions will be assessed. This analysis will utilize available traffic count information and will also consider historical count data. Agenda Item No. 10C w I Gol Gat Pkw 1 -75 Radio Rd CR 856 I 1 C 864 Sabal Palm Rd Gran Lely Dr a� -o - _ L LL m I I cn CR 92 1 US 41 i Cey County FIGURE 1 TRAFFIC CONDITIONS STUDY LOCATION Wilson Boulevard Extension /Senfield Road Corridor Study Collier County, Florida Agenda Item No. 10C October 27, 2009 Page 15 of 330 2.0 Existing Conditions 2.1 Existing Traffic Conditions This section describes the development of existing traffic flow characteristics within the study area. This includes the analysis of existing conditions at major intersections and roadway segments along the study corridor. As the physical corridor does not exist, the analysis focuses on those functionally classified roadways that are within the study area. The existing land use is primarily rural and agricultural. As part of the analysis, existing traffic data was obtained, recommended design traffic characteristics were established, and the existing geometry of the intersections evaluated. These are described in the following sections. 2.2 Existing Intersection Geometry Figure 2 provides the existing geometry for all the intersections to be evaluated in the study. These are: • CR 951 atUS41 • CR 951 at Grand Lely Drive • CR 951 at CR 864 • CR 951 at CR 856 • CR 951 at 1 -75 • CR 951 at Green Boulevard • CR 951 at CR 896 • CR 951 at Golden Gate Boulevard • CR 951 at Golden Gate Parkway • US 41 at Miller Boulevard* • US 41 at CR 92 • US 41 at 6L Farm Road • Golden Gate Boulevard at Wilson Boulevard ( *Traffic count data not available) The existing geometry is important as it will be considered as one of the factors in detennining potential geometric enhancements to accommodate future travel demand. 2.3 Existing Roadway Data Collection Roadway data was derived from the Collier County Traffic Operations Department's 2006 Average Daily Traffic Report. Traffic count data from this source is older than the existing year (2007). In order to adjust the volumes to existing year conditions, a growth rate was developed from existing historical count data within the study area. A trends analysis was run on each location with available historical data. The growth rate 3 Agenda Item No. 10C October 27, 2009 Page 16 of 330 was determined using only those locations where an R value greater than 80% was calculated. 'fable 1 is a summary of the historical data used to determine this rate. A weighted linear grosuth rate of 5.46 %0 per year was applied to these counts in order to estimate existing year (2007) conditions. Figure 3 illustrates the locations of all the count stations. AADT volumes at the aforementioned stations for 2006 and 2007 are depicted in Figures 4 and 5, respectively. 2.14' Existing Intersection Data Intersection turning movement data was derived from several sources: • Toll- Rattlesnake DRI traffic monitoring report (Vanasse & Daylor, LLP, July 2006) • Grand Lely Resort PUD traffic monitoring report (David Plummer & Assoc., May 2007) • Wilson Boulevard Extension Corridor Study (Wilson Miller, May 2005) • US 41 PD &E Final Project Traffic Report (GMB, Jan. 2006) • 1 -75 /SR 951 Interchange Concept Re- Evaluation Technical Memorandum (FDOT District One, May 2006) No count data older than year 2004 was used in assessing operating conditions. As with roadway data, turning movement counts were adjusted by the same weighted linear growth rate of 5.46% in order to estimate existing year traffic. Figures 6A and 6B summarize the existing turning movement data adjusted to existing year 2007. 4 09 Pa e 17 of 30 Agenda Itern No. 10C October Page Immokalee Rd Vanderbilt Beach Rd 110- 0 0 Golden Gate Blvd CR 896 J J11L r m m Green Blvd J Jil till w w i 1 1 1!L Gold Gate Pkwy . w v v Radio Rcl I -75 CR 856 o � L L � � CR 864 Sabal Palm Rd Grand Lely Dr L J114 � tittr � � L � � � � JJIlL r t ti �� H M T not paved Legend: Signalized Intersection J J US 41 CR 92 Coder Couxtl' F FIGURE 2 EXISTING I INTERSECTION G GEOMETRY Wilson Boulevard Extension /Benflsld Road Corridor Study ��! *t� W Collier County Florida County, (6 r.+ CC C r � d � � U ~ v L O N ■W 0 0 0 0 O LO O (D M to M st It N to L(� rn w ty- W 3 3 ai m o 0 U 3 0<a >' Q o > a > Q a) c 0 c U U 3 0 O a� m a� a 0 o co L a 3 c o a� -�6 �L U) -r- 0 � 0 vi X > ~O O Z N 0 \° 0 \° 0 \ 0 \o 0 \° 0 \o 0 \° 0 \° 0 0 0 0 \° 0 0 0 \o 0 \o 0 \o 0 0 0 0 0 0 0 N M O Co r 00 M� ti (D O r L() Lo M N O r I- O t- O O 'd V d' -t N O rt O oo r r N N O O IT r O ti CO M O B O O LC) O O O O 00 O w O O M tl- O O O w O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rte+ y r CO r (o CO N LO LO O (D r ti r- 0 00 O N O'�t N N (fl O C ?� .. r LO M 't 00 co O (D O LO l0 6� Ln O N m � m LO ct (o CD O V O M ti M N N E (o N M 0 U) M M r CO N M O r O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 (o r 0 O' 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 o Q O o 00 M O) N t7' M O r 4 M N O N r 00 to r N M� O Q N O DJ co 0 0� LO O CO O d O Lo N O 00 O) 1� O N Q r M M N M M M LO r N N M M M r r N r Ln H 0 O 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 O Q a r (7 N r O V r N O M N O N O- D) tom. 1� M M d O Q t-- O, m (h r- ti O) (D m m (D 00 � m Lo m 6 m m I- O N M N N M M M LO - r N M M N r r N r I- 0 0 0 0 00 0 0 00 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o 0 0 0 o 0 O 0 o 0 0 0 O Q r Q) "I Co d7 �7 "I CO O r In O Cn L17 O L() f, CD N M M '. O Q CP O M I- - LO LI- CO N M (D CO - LO CO CD Ln 00 1l- M 00 N Q r r N N N M N LO r r N M M N r �- N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O Q 0 O 0 r 0 "z 0 � 0 O 0 LC 0 r 0 d' 0 O O N O l, 0 O 0 (D 0 O 0 N 0 w 0 x 0 O 0 m 0 00 0 Il- 0 d' 0 �t O Q o0 O ti Lo M M d' f-- O r a0 N M ) r- N Q r r N N N M CO N� r N M M N O O O O O O O O O O O O O O O O O O O O O O O (y F- O O O O O o O O O O O CDC O O O O O O 0000 O Q Lj) r Ln M 00 O M r Ln c}• O I- M f- 't (D :I- M 00 LO 00 'd• V O Q N m (o O N 4 L` L() r c N O r- N N f- N (o LLB N Q r N N N CO M N --T .- •-- N M N N r- LO i V' I00 co c f U U r Lo o co o 00 Ir a�U ;o oU o � o m a Lrn E E m U °� > Y N �a. a r� � m Q' = 2 0_ '-n O a) (� a) Lo p = o m a� aU io _Y� irnmm� > > O (6 p tt C Ln r �-. r m C m U) 0 C >> >> p co 't m��.�� aUmC�U mmo000 J O (� (!J Z O (n p� m O N O (D -_ is iB O U` m C C 0� O U) m m U IL Z m �o�- co o� 0— o 2 aia_am O 0> CO p O (� O O O __ O 0- 0 0_ 0 0 CO Q'Z oZZCn 0Z Z 0zU)U) 50(D 0 �' � O 0 as U U W »- 0 0 0 0 0 T 0 C G r LO 0) , a r Ln O) r LC) O r L.C) o) o > > r Lf) O) a r lij O d• r L1) O r L17 O r In O o W Zu) p I• a (D (D 4- d Cm6 � m of w Q� , � 0 Q! � w Q' � ' -0 a> O > > o. H m�m > O Z O co U U( U U O U Lo U U U O m m> O= iU �a Y O m -0 -0 D_' ama - a a-0-0 U) Lna m m as > > C7 co > — C7 > - moo > - > -�— > - > > > -- > > (naa O N > UUco C s=m U) C o0 to -mmmmm m - mm m C.. C C C a N a O O a ` U7 N N 0� 0 0 0 O O O O O m 0 0 0 0 N .0 O m .O o m o 0 _ 0 (n y> G Uu0uoU >U ODUU::D W u1( (.D0 � A .r, C w uj I i I � :3 I I� O p w V L!j (D ti _ M O iL NM I- 0 (D ti!M N M O N L.C) tf) Ln L() Ln LC) (� L.O f� 00 LO O (D o (0 0 0 O Co M CO M O V O LLB co Il- (o c (o (D 0 0 0 0 O LO O (D M to M st It N to L(� rn w ty- W 3 3 ai m o 0 U 3 0<a >' Q o > a > Q a) c 0 c U U 3 0 O a� m a� a 0 o co L a 3 c o a� -�6 �L U) -r- 0 � 0 vi X > ~O O Z N 0 Agenda Itern No. 10C October 27, 2009 Paae of 330 Irnmokalee Rd O m N m a G � h m d Vanderbilt Beach Rd w' 580 660 636 584 Golden Gate Blvd 678 652 637 531 681 CR 896 536 Green Blvd 643 510 525 607 Gol Gat Pkwy Radio Rd 573 1 -75 01 rn CR 856 U 602 CR 64 518 603 Sabal Palm Rd Grand Lely Dr o Q: 571 532 S 608 557 � J D7 County Count Stations CR r92 US 41 coUell 1— �' FIGURE 3 COUNT STATION ' LOCATIONS Wi'Son Boulevard Extension/Senfleld Road Corridor Study # ■a� Collier County, Florida Agenda Item No. 10C October _ 7. 09 Page 20 of 30 Agenda Itern No. 10C Page 21 of Growth Rate of 5.46% applied to 2006 ADT reach an estimate of 2007 traffic. immokalee Rd __ --- m c 0 N Vanderbilt Beach Rd esoo 2e,7oo tosoo 15,800 21,z0o Golden Gate Blvd 32,500 400 20,100 7,200 38,900 CR 896 m 9,000 N reen Blvd D C. CU m 33,700 W 31,600 20,000 Gold Gate Pkwy 60,400 1-75 Radio Rd CR 856 27.800 U a2.000 10.700 CR 64 36,100 Sabal Palm Rd Grand Lely Dr 32,100 29,800 v � G✓ at,3oo 16,000 E m Ar ILL J m � of U) CR 92 US 41 Co�[3'er Couxty FIGURE 5 Existing 2007: AVERAGE DAILY TRAFFIC Wilson Boulevard Extensllon/Benfield Road Corridor Study, �!�•pAi ..._ ._ Collier County, Florida Growth Rate of 5.46% applied to 2006 ADT reach an estimate of 2007 traffic. Growth Rate of 5.46% applied to reach an estimate of 2007 traffic. n m CR 856 I JILo •�' 293��rr j 114 i I CR 4 Sabal Palm Rd Grand Lely Dr R L 52 «114x17 33 1,4 ��rr 19 �.► v 47 G t4 r[) LL D7 J �' CG s i R CR 92 I US 41 J 108 z C c enty FIGURE 6A EXISTING, PEAK HOUR TURNING MOVEMENTS Wilson Boulevard Extension/Senfield Road Corridor Study. 3�� _ •-.r.,.._.,.... Collier County, Florida: Growth Rate of 5.46% applied to reach an estimate of 2007 traffic. 09 Pa e 23 of 30 Agenda Itern No. 10C October Page I I — Immokalee Rd -- o L 3a r 405 M #11 K* 0 Vanderbilt Beach Rd N 497 1 tr _ 808 y Golden Gate Blvd N A > U A 0 Green Blvd 207 w w L s1 4J j L Gold Gate Pkwy "fit �w mg Radio Rd 1-75 I � � CR 856 U \ L \20 - 1 \ 1065 CR 864 Sabal Palm Rd Grand Lely or a L 221 a N tO.N q- 297 K A L► r 27 4 4 E 177�Oltr 1 11 280 y 8 m 544 � o °a � J (n N ^� m L 29 i 4J 4 0— 242 112 -t 42 �► I CR 92 US �41 FIGURE 6B EXISTING PM PEAK. HOUR TURNING MOVEMENTS ✓Co_Iliev�r (Continued) ��ir�� W Wilson Boulevard Extension /Bonfield Road Corridor Study Imo- /'._.. Y_�.Y�.. -. C Collier County, Florida Weighted Growth Rate of 5.46 % applied to reach an estimate of 2007 traffic Agenda Item No. 10C October 27, 2009 Page 24 of 330 2.5 Traffic Characteristics In order to develop future year design hour projecrions and operating conditions, traffic characteristics for the study area were developed. Specifically, these characteristics include the 30 °' highest hour percentage, or K factor (K30), directional distribution factor (D), and truck percentage (T). Each characteristic is described below. The K30 factor was reviewed from the 2006 FDOT Traffic Information DVD on ;Kit ; - Infjr— mai:.;l; in the report included the COUI.t�l ia.:1.1�.�5 �l'ltii.l. t,i:; ;,iUdy ai -ea. following locations: • Station 14: US 41 west of CR 951 (Collier Blvd) • Station 157: SR 951 south of US 41 • Station 190: CR 951 north of Davis Blvd • Station 193: Davis Blvd west of CR 951 • Station 194: US 41 east of CR 951 The range of K30 from the state count stations was 8.64 to 11.27. As this area is primarily rural, recommended factors for the rural condition were initially considered. However, as the development density in this area increases, the K factor is likely to drop as high traffic volumes are spread out over longer time periods. An adjusted value of 10.5 falls within the acceptable ranges recommended by the Florida Department of Transportation (FDOT) for both urban and rural arterials and is more likely to reflect future conditions within the corridor. Therefore the K30 of 10.5 is recommended for projections and analysis. Similarly, the directional distribution factor, D, was derived from the 2006 FDOT Traffic lnforination DVD. The calculated D of 57.1 falls within the FDOT acceptable ranges for both a rural and urban arterial, and reflects conditions on the corridor. Therefore the D of 57.1 was used for projections and analysis. Truck data was also collected from the 2006 FDOT Traffic Information DVD. An average calculated truck factor (T24) of .10 was decreased by half to a (T) of .05 for projections and analysis. This reduction is based on the assumption that half as many trucks travel the roadways during the peak hour (Project Traffic Forecasting Handbook, 2002). Table 2 provides the recommended design factors for the development of design traffic. Worksheets summarizing the calculation of the design characteristics are provided in Appendix B. TABLE 2 Design Characteristics Factor Existing Recommended (Average) K30 10.83 10.5 D Factor _ 57.1 _ 57.1 T24 Factor (Medium & Heavy) ! 10° 0 5% 12 Agenda Itern No. 10C October 27, 2009 Page 25 of 330 3.0 Level of Service Analysis Based on the existing (adjusted) traffic data provided above, an assessment of the level of service (LOS) of each roadway and intersection within the study area was conducted. 3.1 Level of Service Analysis, Roadways Using the existing AADT volumes summarized in Figure 5, an assessment of roadway level of service was performed. The FDOT Generalized Service Volume Tables were used to detennine roadway level of service. Table 3 provides a summary of operating conditions of the roadways within the study area. The LOS standard on the majority of the analysis roads is D. Exceptions include US 41 -W of Collier Blvd. (LOS E) and US 41 -E of Collier Blvd. (LOS Q. Based on this analysis, a number of roadway links are estimated to fall below the Level of Service Standard. These are: • CR 951 — North of Golden Gate Pkwy. • CR 951 — South of Golden Gate Pkwy. • CR 951 — North of CR 896 • CR 951 — North of US 41 • CR 951 — South of US 41 • CR 951 —North of CR 856 ;- • CR 951 — North of CR 864 • CR 951 — South of CR 864 • Everglades Blvd. — North of Golden Gate Blvd. • Golden Gate Blvd. — East of CR 951 • Golden Gate Blvd. — West of Wilson Blvd. • Golden Gate Blvd. — East of Wilson Blvd. • US 41 — East of CR 951 • Vanderbilt Beach Rd. — West of CR 951 • Wilson Blvd. — North of Golden Gate Blvd. 3.2 Level of Service Analysis, Intersections As with roadway data, intersection operating conditions were assessed. Existing signal timing information was provided by Collier County. The latest version of the Highway Capacity Software (HCS) was employed. Table 4 summarizes the operating conditions for each analyzed intersection. Based on this analysis, a number of intersections are estimated to fall below the Level of Service Standard (LOS D). These are: • CR 951 at CR 856 • CR 951 at CR 896 • CR 951 at I -75 South Ramps • Golden Gate Blvd. at Wilson Blvd. 13 C h M LL 0) a ~ a w Ci - r —L n � p O ❑ U Ll. LL W LL LL U LL LL ❑ D LL LL ILL W W ❑❑ LL LL W U N J o® ❑ULL W ❑LL LL ULLLL ❑ ❑LL LL iiIQW ❑❑LLtLOU N J �. 'O R � O ❑ ❑ ❑ ❑ ❑ ❑ ❑ W ❑ ❑ ❑ ❑ ❑ ❑ ❑ U ❑ O ❑ ❑ ❑ ❑ ❑ ti H o o o O o o o O 0 o 0 O o O o o 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 o co 0 O Q C '- h LC) cc O M_ -- 'c7' cl: N_ CD C' -- Co O Ln N O r- h D) V O Q O O M N O co N O U) t-- "t CO CO O I- O O M O N Q N �-- M M N M V M CO N N M M N N •= 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -80 0 0 0 0 0 0 0 0 ++ d CO cc Co O O (D CO CD CD co (.o Co O CD co O (D co O (O O co co ?� w V' It V V It V V 't IT It a Nt V' V V' 'c- V' V It V' V V 0 Ln Ln Ln Lo Ln L() Ln Ln U') to Ln LO L1) U) V) Ln L!) Ln V) Ln n Ln Ln O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (D H O O �- 0 O 0 oc 0 M 0 C 0 cl 0 1:"O 0 0 0 --I 0 V 0 O 0 N 0 O 0 N 0 t-- 0 N 0 Ln 0 r- 0 N 0 M 0 C O Q O O O N CO O CO tb N Co M O CO O M f` LO Ln .-- O N co N O Cl) V M O M Ln f co O 00 O H N O .- N Q O C O C O O C O C D C D C D C C D C C O C C D L L L •- O U O U O U O U O U O U O U N O U O U O U O U 0 U 0 U 0 0 U 0 0 0 0 3 N N -f6 O y � m � mU tU 75 7U Z5 Z6 io10 6 m (n cn cn in in cn cn in cn cn cn cn cnn co in co U C C C C C C C C C C C 0 z 0 z 0 z 0 z 0 z 0 z 0 z cn 0 Z 0 Z 0 Z @ (n 0 Z 0 Z 0 Z (n 0 Z 0 Z 0 Z 0 Z 0 Z 0 Z 0 Z N o ❑ ❑ ❑ ❑ 0 0 0 ❑ ❑ D CD ❑ CD in :0 > > Z) Z) :D Z) D V V - "T -I- V Co Nt N V V' It V' It N N N N N N N N J LO CD CO O co m Q� Q U Ln U U rn o co CO 70 o U o p U > — > E E mUY oom °Q) E EY o a x m_= a a) cz CC Ln o a) U o n -o c O �> o m C Ln m o o m (A m � M o o o 00 a)0) _0 N o v a (n� _ a) a) a) U m U U mm c m m o (n c U) m o °) m m o c o 0U o 0 5— o °O oU o 0 0 o0 RUC: CO ��Z -0 oZZcnUZUZ oZCncn 0C�0� 5 o o� . U Y W ,-� O ,-� .-� U O Q ._ — W T OU E Ln m - -p In rn In rn Ln 0) In 0) In 0 ) ' lf) rn Ln m In D C W Z . (n ' U p-0 -0 0 U' o U m C) C) L o � CC) cn > > FE Zp 0 °) a -0 0 m - m 0 D., m m m n -a a o c m U m m m m m m m m -0 -0 m U U m m C C O m (O C C a) O C 0 UC9000OU o 0 0 0 U) O N >U O m ❑UUO 0)) O O (n >> W WUC7U�� D O O y a+ C In LO N (o to OC w () .... O O0 LO N CD r- M O .... V' N M M (O I� Cl) N co O U N N M M M Ln t` h co co O O O O O CO Cl) V' Ln h CO Ln Ln V) Ln Ln LO LO In Ln Ln In CO Co O C0 O CO (D Co Co CD CO CO 0 O O c C 2 (n 0 J O O a� ro � E � w > E O W > O ¢ O Z - J Agenda Item No. 10C October 27, 2009 Page 27 of 330 Table 4 Intersection Level of Service, Existing Conditions Signalized Intersections _. i CR 951 @ US41 Approach Delay LOS CR 951 ox Davis Blvd Approach Delay LOS EB 30.4 C EB 150.9 F WB 28.8 C WB 48.4 D NB 67.6 E NB 143.6 F SB 29 3 C SB 58.4 E Overall 46.7 D Overall 108.6 F CR 951 @, Pine Ridge Rd Approach Delay LOS �C CR 951 @ Rattlesnake Hammock Rd Approach Delay LOS EB 32.0 EB 64.3 E WB 234.0 F WB 22.8 C NB 187.0 F NB 33.2 C SB 53.7 D SB 18.1 B Overall 158.8 F Overall 31.7 C CR 951 @ Grand Lely Dr Approach Delay -LOS Golden Gate Blvd @ Wilson Blvd Approach Delay LOS EB 35.1 D EB 99.5 F WB 35.8 D WB 20.6 C NB 19.5 B NB 45.5 D SB 21.5 C SB 40.4 D Overall 22.0 C Overall 74.0 E CR 951 @ Green Blvd Approach Delay LOS CR 951 @Golden Gate Blvd Approach LOS EB 20.3 C WB _Delay 37.1 D NB 24.8 C NB 54.7 D SB 13.5 B SB 22.8 C Overall 19.6 B Overall 42.3 D CR 951 @ I -75 North Ramps Rams Approach Delay LOS CR 951 @Golden Gate Pk Approach .: Delay" LOS WB 44. 0 D EB 35.3 D NB 16.2 B NB 25.4 C SB 45.3 D SB 29.4 C Overall 1 26.4 C Overall 29.0 C CR 951 @ 1 -75 South Ramps Approach Delay LOS EB 422.5 F NB 123.4 F SB 14.3 B Overall 164.8 F Unsignalized Intersections US 41 @, 6 L Farm Rd A roach Delay LOS US 41 @ CR 92 A roach Delay LOS EB 8.1 A WB 8.1 A SB 17.1 C NB 12.9 B 15 Agenda Item No. 10C October 27, 2009 Page 28 of 330 4.0 Summary Based on the existing conditions analysis described aluuvc, a number of roadway links and intersections within the study area are estimated tc operate below the level of service standard. Specifically, the following roadways are estimated to operate below the Level of Service Standard under existing (200 7) conditions: • CR 951 — North of Golden Gate Pkwy. • CR 951 — South of Golden Gate Pkwy. • CR 951 — North of CR 896 • CR 951 — North of US 41 • CR 951 — South of US 41 • CR 951 -- North of CR 856 • CR 951 - North of CR 864 • CR 951 — South of CR 864 • Everglades Blvd. -- North of Golden Gate Blvd. • Golden Gate Blvd. — East of CR 951 • Golden Gatc Blvd. W'cst of'A"llson Blvd. • Golden Gate Blvd. - East of Wilson Blvd. • US 41 — East of CR 951 • Vanderbilt Beach Rd. — West of CR 951 • Wilson Blvd. — North of Golden Gate Blvd. The following intersections are estimated to operate below the Level of Service Standard under existing (2007) conditions: • CR 951 at CR 856 • CR 951 at CR 896 • CR 951 at I -75 South Ramps • Golden Gate Blvd. at Wilson Blvd. Two thirds of the evaluated roadway links currently fall below the LOS standard. As this area is expected to grow and travel demand to increase, operating conditions can only worsen without capacity improvements. Construction of the Wilson Boulevard Extension may likely divert a significant portion of north/south traffic from these constrained areas, resulting in improved arterial speeds through the entire study area. 16 Agenda Item No. 10C October 27, 2009 Page 29 of 330 AI PEN Dl .Y, EXISTING TRAFFIC DATA COLLECTION ,ECTION Agenda Item No. 10C October 27.2OUQ Page 3Oof33O � .__. LLJ 0 - I! M 4TH ST NE 4TH ST SE KAPOK ST T06LAS ST WILSON BLVD S IST Si NW IST ST SW 5TH 81 SW orrm Si "A' 9TH ST Sw ITH MIT SW 13TH st 13TH ST SW -a Nw ISTH ST SW 15TH ST SW -C t? M NW i 7TH ST Sw 17TH ST Sw WH MW 19T)q ST 9W 19TH ST SW SUfTH RD 21 ST &j MW 21ST S'T SIN 21ST ST SW 23RD 17 MW 23RD ST SW 23RD IST SW GARLAND RD DELLA DR yh* LANORLL RD Ir. 27TH ST SW 2M Eir MW 29TH ST SW 31ST qr MW 31ST ST SW BLUE SAGE 3R LQ COLLIER BLVR%6 A= All 46. F.: S T'S'q Agenda Item No. 10C October 27, 2009 Page 31 of 330 i - r ' � 1 1 1 1 OD rrrvr- i i 1 i 1 1 r i 0 i i I � t —WMxur— I i i t s f 1 x N O f 4M I � .- ° QD in i N o III :a rJ rn ZAP= c s 0 f t O < c� Ul V =m ®o ®= j 1 II i - r ' � 1 1 1 1 OD rrrvr- i i 1 i 1 1 r i 0 i i I � t —WMxur— I i i t s f 1 x N O f 4M I � .- ° QD in i N Agenda Item No. 10C October 27, 2009 Page 32 of 330 a ... ocy W � tD Y 7 REM lnT ST NE 10TH ST SE I i DOVE TREE ST ii' 3 ?TN + 1 1' `�_ Z �' d a Atlil381lVO(1S .-ws -vc —� I� 0 0 J 1 I a ... ocy W � tD Y 7 REM lnT ST NE 10TH ST SE I i DOVE TREE ST ii' 3 ?TN + 1 1374 ST MW 0 !"M S" NC Atlil381lVO(1S .-ws -vc —� alb�el KM�OK III J ST TOBIAS ST r '' 3RD ST MW i 3RD ST SW M ST 3W ii' 3 ?TN + 1 1374 ST MW 0 29TH ST ZT+4 ST tvT+H s 3,37 ST MW NTH ST SW 31ST ST SW ,r =T Hm� 21ST ST IN 23RD ST SW a 1�lg1 M�. � i f i RD 2 "t�I m /IT4 RD ' M :i • � n N N N v > * �• ♦ to x z 4 1 • n D N Q� V 00 y rc ♦ N U C w O �m 0 O 10 :j W V O T N r N •I�x � VI � r7 - 9 y < N r R a Agenda Item No. 10C October 27, 2009 Page 34 of 330 *-'- 1.517 1.416 -.11. 4-276 Magnolle Pond Dr. 173 —� r� g'd5 ti 4-843 SFt� 938 —i 1 I� m M N WC 75 132 81� 85� .t 1 �i 1 �1 `' � as ♦ jzo m ry Av o, 1�. �2 of o .+ 1 � � ~ L 146 67 �.J 51 723 ' �Tj s3 —�► 162 ° N cv .I g i o 4-210 U INN Dr. 56 —0 \ jQS N W+ E S 4 — 754 / 626 —00. 2�e � f— 264 Beck Blvd. 293 — 0 FIGURE 2-6: Existing (2005) PM Peak Hour Volumes 2006 May Page 16 Agenda Item No. 10C October 27, 2009 Page 35 of 330 a W v n v o N of ppopp 11.//r�� a N N N N N �► oq N ao M N `O N Co. M W -� r- N M H N N N q pppp of N N O N BOO f�1 d .Ny M W Y U � W x d P � K O� t0 N • y O pp 1L a M f N N N N N � o fV �' � Pi r� M 0• � K M M � M M ♦ M ry rgNOy N O .- pO r ^O O� .pp C W m' ry x U a 0 0 N 0 p— �► � 0 0 0 0 0 0 0 S O O O O p O O O O d x o M �rr x N N O O O N N p - 2 P + '- g d. O N M M M M M M;: N p N ` _W 3 yC U d N N N� N N QC N 1► tt+�. Y C Y OQ O N O Otl 4 4 G C Y 0L� w O N~ it N ii{ NS N f� I, N 1- 4 m m ?J Q 0 p� 8 _ In O P1 v E! .Z H Le tl7 N I L: m @ r N N C4 N O M M - N 'Inn In N N M iw Q L ° `'• b Y n env J t0 N 2 J � n A 277 §[(i N w1 dn p C-4 e7 Y r b 1 m 9 - O �- = w 0, n k �6Y.m N a O7 ry A �Zz 3� Z N N fn to n n ti P� Co� m °o Q P r1 n O m N 0 7 N♦; N 3 M n M r ((pp N MM y•V N ry ^ M M A 17 A N N n 0 O • w1 N N r n ci qn" " o N e7 n i r ry Ncon* ry ry C4 g x r N, R R h a s a a a a a v o .x iii Agenda Item No. 10C October 27, 2009 Page 36 of 330 L a 4 O d 0 J m w J U �D Agenda Item No 10C October 2£ 2009 Page 37 of 330 7 k - _ J & k22E�[■ §d ®- 2i�_azl2k \ § §n! in A - ?aF"� ==� ■ . e � 2��_� -- -�a ■ �_- 2 ® - -�■- . -- �� § � - - - - rs *kk a o /�■■�� \AS§ 0 ■m °■%2a■ CM a #m��rift �$�§�g2■ K � «j ; ��■a■■ \� ■2K n$k�■��$� � =a_z�_ -$■ ,� : u�p�2qr-4fAa■ A��ob�2� #$■ n =■� �\A¢§ A 2 #am�ed . 2 $ /� ;: ■2�AR §§ �� ■■�2ae ® )-,Fop2= =��aaJ■ Mvka$� � ~ }}��}7/)��223&3 /fI ■$�qi�� I � � _ r r w 0 r �I Agenda Item No. 10C October 27, 2009 Page 38 of 330 [� (� Agenda Item No. 10C October 27, 2009 Page 39 of 330 Collier County Transpodation Services Division 2885 S. Horseshoe Drive, Naples, FL 34104 Mane (239) 774 -8 260 Fax (239) 213-5868 -r Crounty 2006 AVERAGE DAILY TRAFFIC Rohert W. Tipton. Director Traffic Oper nuns Prepared bv: Nancy Fryc Enginccnng Tcchniciar nunc_y frvcmwatlliereov. ncl February. 2007 Agenda Item No. 10C October 27, 2009 Page 40 of 330 Collier County Average Daily Traffic (ADT) Counts (five Year History Listed Alphabetically) S t a t i 0 n A n m ' 1 l e • T y p e Location 2002 ADT 2003 ADT 2004 ADT 2005 ADT 2006 ADT (Based on Available Counts) Change 05.06 6131H lo I 111th Ave North east of Vanderbilt Dr (CR 901) 8,493 8.383 9,2921 0 7,721 585 H Q 111 1th Ave North west of Vanderbilt Dr (CR 9011 4,593 4.774 5,500 0 4,402 665 A 129 (SR) north of Farm Worker's Village 9.919 9,940 10,131 9.875 9,915 0.41% 591 A 29 (SR) north of SR 82 7,601 7,540 8,117 8.335 8,275 -0.72% 615 c A 29 (SR) north of US 41 (SR 90) (Tamiam Tam E) 3,072 3,198 2,591 2.620 582 A 29 (SR) south of US 41 ($R 90) 3,940 3,679 3,419 3.177 4.38% 661 A 82 (SR) west of SR 29 11.624 11,144 11,225 11,531 20.08% 619 Q 846 Devil's Garden Rd) east of SR 29 4.242 3,317 3,269 2.853 9.15% 553 H Q Airport Rd (CR 31) north of Davis Blvd (SR B4 45,883 47,870 50,029 -_r - -: ;3�8.3 501 cccc Q Airport Rd (CR 31) north of Golden Gate Pkwy. (CR 886) 50,748 43.412 42,7841 ,r::wi Q 693 Q Ai ort Rd CR 31 north of North Road 52,148 55,416 53,860 54,560 -0.65% 599 cc Q Airport Rd (CR 31) north of Orange Blossom Dr 45.664 48,896 46,144 39.444 -2.78% 503 CCCC Q Airport Rd (CR 31 i north of Pine Ridge Rd (CR 1396) 44,288 49.63446,17W -- 40.698 543 H Q Airport Rd (CR 31) north of US 41 (SR 45) (Tamom, Trail) 27.572 27,919 29.607 C4 28.494 659 Q Airport Rd (CR 311 north of Vanderbilt Beach Ext ICR 862) 34,986 351742 36,331 31,088 29.500 -5.11% 5521 Q Airport Rd (CR 31) south of Davis Blvd (sR 84) 36,031 37,000 37,895 36,943 36,432 - 1.38% 533 c C/H c Q Airport Rd (cR 31) south of Golden Gate Pk {CR 886) 55,412 50.8091 53,637 - - 0 554 H Q lAirport Rd (CR 31) south of immokalee Rd (CR R46) 31,899 32,518 33.6011,-- 26.829 502 HN Q Airport Rd (CR 31) south of Pine Ride Rd rCR 1396) 49,877 46,331 46,970 717 S Bald Eagle DrICR 953) north of Heathwood Dr 13.354 12,915 13,3701 Discont. Discont. 700 S Bald Ea le Dr (cR 953) north of Barfield Dr 9.250 7,105 8,505 Discont. Discont--' 539 Q Bald Eagle Dr (cR 953i north of Collier Blvd (SR 951) 11.173 11,388 13,233 Discont. Discont, 540 Q Bald Eagle Dr (CR 953) south of Collier Blvd (SR 951) 11,314 10.978 11.805 Discont. Discont. 6221 Q Barfield Dr south of Collier Blvd (SR 951) 8.578 8,349 8,938 Discont. Discont. 7011 IS Barfield Dr east of Bald Eagle Dr (CR 953) 4,950 4,548 5,196 Discont Discont. 621 Q Barfield Dr north of Collier Blvd (SR 951) 3.546 3.405 3.601 Discont. Discont. 718 S Barfield Dr north of San Marco Rd (CR 92) 9,166 9,122 8.480 Discont. Discont. 711 S Barfield Dr north of WinterberTy Dr 6,619 6,384 6,081 Discont. Discont. 713 S Barfield Dr south of Winterberry Dr 3,802 3,941 4,267 Discont. Discont. 521 0 Ba shore Dr north of Week Ave 16.352 15.377 14.636 14,271 14,012 -1.82% 626 A Camp Keais Rd south of immokalee Rd iCR 946) 3.089 3.267 3.027 3.854 3,783 -1.84% 660 A Capri Blvd west of Collier Blvd (SR 951) 5,135 4.250 4.276 4,780 4,585 -4.08% 610 0 ICarson Rd north of Lake Trafford Rd (CR 890 ) 5.656 5,703 5,927 5,472 5,7971 5.93°0 618 A Chokoloskee Causeway south of Plantation Parkway 2,1731 2.209 2,172 2,075 1,834 - 11.61% 573 T Collier Blvd (CR 951) north of Davis Blvd (sR 84) 45,475146,5821 53,866 56,180 57.3141 2.02% 584 HC 0 Collier Blvd lcR 951) north of Golden Gate Blvd 18,042 18,538 18.518 ow* ; 525 0 Collier Blvd icR 951) north of Golden Gate Pkwy iCR 886) 26,518 27,409 29,570 31,943 32,0401 0.30% 536 T Collier Blvd (cR 951) north of Pine Ride Rd (cR 896) 31.031 33.549 35,421 37,304 36,939 - 0.98% 6021 Q Collier Blvd (cR 951) north of Rattlesnake Ham Rd (CR 864) 30.288 31,626 33,926 38,709 39,7671 2.73% 5321 Q lCollier Blvd (CR 951) north of US 41 (SR 90) (Tamiami Trail ) 22,828 23.920 21,918 23.061 28,323 607 Q lCollier Blvd (cR 951) south of Golden Gate Pk (CR 886) 22,415 23.232 25.815 29,160 30,060 3.09% 655 cc 0 lCollier Blvd (CR 951 1 south of Immokalee Rd (CR R46) 19,125 19.484 21,796 21,792: 1.69% 657 Q Collier Blvd (CR 9511 south of Lely Cultural Blvd 25,016 26.284 29,365 32.477 32,7391 0.81% 603 c 0 Collier Blvd (CR 951) south of Rattlesnake Ham Rd (CR 864) 27,713 27.928 31.462 34,013 34,16$ 046% 557 cc Q Collier Blvd (CR 9511 south of US 41 iSR 90) Tamiami Trail 34.288 34,132 35.556 0 -'? 39,1 555 Q Collier Blvd (SR 951) east of Bald Eagle Dr (CR 953) 18.995118.9141 20.627 Discont. Discont. 624 Q Collier Blvd (SR 951) north of San Marco Rd (CR 92) 17,721 16,656 18.348 Discont. Discont. 708 S Collier Blvd (SR 951 ) north of Winterberry Dr 12,464 12,627 13.056 Discont. Discont. 627 Q Collier Blvd (SR 951) south of Capri Blvd (CR 952 ) 26.386 26,178 27.814 28,598 27.198 -4 89% 55o Q lCollier Blvd (SR 951' south of Marco Bridge (Jolley Bnd e) 26,493 26.271 27.743 Discont. Discont. 716 S JCoflier Blvd SR 951) south of San Marco Rd (CR 92) 17,335 17,951 18.885 Discont. Discont. 710 S lCollier Blvd (SR 951) south of Winterberry or 10.818 11.160 11.035 Discont. Discont. 623 Q Collier Blvd (SR 951) west of Bald Eagle Dr (CR 953) 22.664 21,281 23.519 Discont. Discont. Note: All 2005 zero entries are either construction or hurricane related anomalies. All 2006 anomalies are due to construction. Pages 3 -8 of ' 5 February, 2007 Agenda Item No. 10C October 27, 2009 Page 41 of 330 Collier County Average Daily Traffic (ADT) Counts (Five Year History Listed Alphabetically) 5 t a t O n A n m a I ' T Y P e Location 2002 ADT 2003 ADT 2004 ADT 2005 ADT 2006 ADT (eased on Available Counts) Change 05 -06 679 N C1H C Q Immokalee Road (CR s46) west of 1 -75 (SR 93)," 39,775 45,345 0 674 CC Q Immokalee Road (CR 846) west of Wilson Blvd 20.460 21,380 21.277 - 0 677 CIH Q Immokalee Road East of Everglades Blvd 5,086 5.224 5,205 0 5.408 671 Q Immokalee Road south of Corkscrew Sanctuary Road 5,492 6.033 5,348 7,193 7.546 4.91% 631 Q J & C Blvd west of Airport Rd (CR 31) 12.040 11,946 12,131 12.110 11,686 -3.51% 6141 A Jane's Scenic Or west of SR 29 1.011 998 705 655 705 7.63% 7071 S Kendall Or west of Collier Blvd (SR 951) 3.1351 3,470 3,454 Discont. Discont. 6091C Q Lake Trafford Rd cR e9m west of Carson Rd 6.5471 6,679 6.320 6,769b `" 24.99% 551 Q take Trafford Rd (CR ago) west of North 15th St (SR 29) 12,004 12,280 12,337 12,435 13,653 9.79% 690 c Q Livin ston Rd (CR 861)15 m nonh or Golden Gate P (CR 886) 5192 20,947 29,759 34 37,032 624% 574 c Q Livingston Rd CR 881) north of Mediterra 11,281 15,0861 17,324 14.84% 575 C Q Livingston Rd (CR 881) north of Pine Ridge Rd (CR 896) 16,409 25 26,258 0.19% 597 H Q Livingston Rd (CR 8811 south of Immokalee Rd (cR 846) 01 25,729 576 C Q Livingston Rd (CR 881) south of Vanderbilt Beach Rd (CR 862) 1 13,935 37,412 673 CC Q Livingston Road (cR as1) north of Immokalee Road (CR 846) 3,230 2.840 16.344 19,090 23.077 20.880% 6861 Q Livingston Road CR 881 north of Radio Road CR B56) 12,136 16.466 19.083 22,934 24.327 6.0840 687 Q ILivingston Road (CR aerl south of Golden Gate Pk (CR 9861 14,578 23,314 27,696 33.209 36.241 913% 587 H Q ILogan Blvd north of Pine Ride Rd (CR 699) 13,147 11.683 10,094 0 10,254 588 Q 1 Lo an Blvd south of Pine Ridge Rd (CR 896 ) 34.207 29,278 29,523 29,925 30.507 1.94% 654 Q Logan Blvd south of Vanderbilt Beach Ext(CR 862) 10,984 9.682 8,147 8.037 8.331 3.65% 664 C Q Main Sl (SR 29) west of South 1st St lCR 846) 12.944 13,451 13,627 14,327 4.79% 723 S Manatee Rd east of Collier Blvd (CR 951) 4,802 4.310 4,786 4,661 4,116 - 11.69% 6121 Q New Market Rd (SR 29A) east of North 15th St (SR 29 ) 7,763 8.137 8.633 8.384 9.006 742% 550 Q New Market Rd (SR 29A1 south of Broward St 7.968 7.576 8,405 6,993 7,710 10.26% 663 Q North 15th St (SR 29) north of Lake Trafford Rd (CR 890) 10,087 11,085 11,565 12.265 14,199 15.76 % 683 H Q lNorth 15th St (SR 29) south of Lake Trafford Rd (CR 890) 16,969 17.574 16.525 ; 20,984 590 Q INorth 1st St north of Main St (SR 29) 7,408 7,304 7,977 8,551 9,771 14.26% 692 Q North Road west of Airport Road (CR 311 2,857 2.474 2.916 3,056 3.043 -0.42% 645 Q Oakes Blvd north of Vanderbilt Beach Rd CR B62 11,822 12,803 13,920 11.401 11,672 2.38% 6821 Q Oakes Blvd south of Immokalee Rd (CR 846) 11,241 11,598 11,953 9,765 10,388 6.38% 725 S Oil Well Rd iCR ass) east of Big Cypress Elem Sch 5.340 6.692 6,119 6,788 7,289 7.39% 724 S Oil Well Rd CR 858 east of Immokalee Rd (CR 846 ) See 641 6.667 8,124 9.096 Discont. Discont. 649 Cn( Q Oil Well Rd (CR 8585 ) east of Immokalee Rd (CR 846 11.629 547 Q Old US 41 (CR 887) at Lee County Line 14,750 14,933 16,312 16,490 16.317 - 1-04%, 647 Q Orange Blossom Dr east of Timberline Dr 9.348 9.074 9.646 10,876 12.210 12.27% 526 C Q Pine Ride Rd (CR 8861 east of Airport Rd (CR 31) 51,966 51.986 53.913 55,097 56,659 2.84% 51 d NCC Q Pine Ride Rd (cR 896) east of Goodlette Rd (cR 851) 50,035 50,867 0 :. '; 0 59.193 628 cc Q Pine Ride Rd CR 896 east of Livingston Rd CR 881 47,494 64.248 s : --6%W 6.41% 535 Q Pine Ride Rd CR age) east of Logan Blvd (Santa Barbara ) 19.517 21,625 23,481 24,892 24.984 0.37% 512 NN Q Pine Ride Rd (CR 8961 east of US 41 (SR 45} Tamiami Tr 35,446 43,429 37.603 39.369 43,775 515 Q Pine Ride Rd (CR 896) west of Airport Rd (CR 31) 44,655 45,664 48,034 43.532 54.400 24.97% 600 Q IPine Ridge Rd (CR e96) west of Lo an Blvd 37,164 39,563 41.965 44.995 47,092 4.66% 634 A Plantation Parkway east of CR 29 596 642 730 670 613 -8.51% 5441 Q Radio Rd ICR 856) east of Airport Rd (CR 31) 22.527 23.6771 25.538 26.989 26,914 -028% 589 C Q Radio Rd (cR 956) east of Santa Barbara Blvd 15,851 15.4431 17.5991 19,456 19,623 0.85% 685 C Q Radio Rd (CR 856) west of Davis Blvd (SR 84) 9.976 10.008 11.435 12,750 13.601 6.67% 527 H Q Radio Rd iCR 856) west of Santa Barbara Blvd 24.261 23,858 25.619 0 25.091 688 Q Radio Road (CR 856) east of Livingston Road (CR 881) 26.163 28,593 32,238 32,996 32.510 - 1.475'o 689 Q Radio Road iCR 856) west of Livingston Road (CR 881) 21,809 22,754 25.778 24.455 28,079 14.82% 651 Q Randall Blvd east of Immokalee Rd (CR B46) 6.077 7.135 7,882 9.139 10.417 13.98% 534 Q Rattlesnake Ham Rd (CR 884) east of County Barn Rd 15,717 14,537 15.586 14.921 15.478 3.73 %. 516 Q Rattlesnake Ham Rd (CR 8881 east of US 41 iSR 90rram,am, Tr) 15.682 16.703 12509 15.303 19.139 25.07% 5181C Q Rattlesnake Ham Rd rCR 8641 west of Collier Blvd CR 951) 9.087 10.051 10.876 10.091 Note: All 2005 zero entries are either construction or hurricane related anomalies. All 2006 anomalies are due to construction. Pages 3 -8 of 15 February, 2007 Agenda Item No. 10C October 27, 2009 Page 42 of 330 Collier County Average Daily Traffic (ADT) Counts (Five Year History Listed Alphabetically) S t a t n A n m a 1 e s T y p e Location 2002 ADT 2003 ADT 2004 ADT 2005 ADT 2006 ADT (Based on Available Counts) Change 05.06 520 Q County Barn Rn norm of Rattlesnake Ham Rd (CR 864) (County Facility Road Maintenance Facddy moved to paves Blvd 2005) 11,266 11,354 11,474 8,552 12,078 41.23% 641 C A County Barn Rd south of CC R&B Facility 14.954 15.005 0 13.777 17,426 519 Q County Barn Rd south of Davis Blvd (SR 84) 13.863 14,124 13.837 11.406 14,461 26.78% 559 c O Davis Blvd (SR 84) east of Airport Rd (CR 31) 31,OB41 30,183 30.798 32.083 30,985 - 142% 558 Q Davis Blvd (SR B4) west of Airport Rd (CR 31) 33,104 32,686 33.942 36,444 34,686 -4.82% 6011c IQ Davis Blvd (SR a4) west of Collier Blvd (CR 951) 22.726 22.920 25,9691 0 26,441 5601C 10 Davis Blvd -SR a4i west of Radio Rd (CR 856 ) 14.122 14.200 14.965 16,475 17.045 3.46% 5381 10 Davis Blvd (SR 84) west of Santa Barbara Blvd 31.000 30,789 32,561 34.781 33.289 - 4.29 16 638 A Desoto Blvd north of Golden Gate Blvd (CR 876) 1.180 1.365 1,585 2154 2.207 - 2.090% 639 A Desoto Blvd south of Golden Gate Blvd (CR 676) 1.139 1,522 2.039 2,324 2.6611 14.50% 704 S Elkcam Circle east of Said Eagle Or (CR 953) 8,375 7,756 6,940 Discont. Discont. 705 S Elkcam Circle west of Said Eagle Dr (CR 953) 4.313 4.346 4.686 Discont. Discont. 636 S Ever lades Blvd north of Golden Gate Blvd ICR 8761 4,448 5,617 6.520 8,108 8,090 - 0.22% 635 S Ever lades Blvd north of Oil Well Rd (CR 8581 3,1051 3.974 5,328 6.491 7,163 10.35% 6371 IS lEverglades Blvd south of Golden Gate Blvd (CR 876) 4,2941 4,946 5,672 5.878 6,765 15.09% 5491C 10 1 First St south (CR 846) south of Main St (SR 29) 12.855 12,945 12.866 13,782 "14M 5.68% 531 cH Q Golden Gate Blvd (CR 876) east of Collier Blvd (CR 951) 20,307 25,368 27,606 30,818 652 c O Golden Gate Blvd xR 8761 east of Wilson Blvd 12,474 15.801 17,190 19,665 19.089 -2.93% 678 c Q Golden Gate Blvd (CR 876) west of Wilson Blvd 16.805 20,667 23.255 27,340 27,244 - 0.35% 508 Cc Q Golden Gate P (CR 886) east of Airport Rd (cR 31) 30.335 28,877 29,836 - _+ 0 .' 691 C crH Q Golden Gate Pk (CR am) east of Livingston Road ICR 881) 31,140 28.860 0 : <. 24.970 605 Q Golden Gate Pk (CR ss6) east of Santa Barbara Blvd 30.785 31,042 29,124 29,669 26,562 -3.73% 507,c IQ Golden Gate P (CR 886) west of Airport Rd [CR 31) 44,288 44,592 45.5941 38.779 '* Llf 510 cc 10 IGolden Gate Pk (CR 996) west of Collier Blvd (CR 951 ) 18.467 18,640 19.145 17,783 18.9591 6.61% 530 N Q Golden Gate Pkwy MR 886 west of Goodlette Rd (cR 85 1) 22.112 23,119 21.677 21,942 - 4.72% 509 CC Q Golden Gate Pk (cR 898) west of Santa Barbara Blvd 31.604 29.194 0 24.413 505 HC Q Goodlette Rd (CR 851) north of 22nd Ave north 35,368 33,093 31,414 ,, 595 CC Q Goodlette Rd (CR e5') north of Orange Blossom Dr 20,522 0 0 17,302 20.269 17.15% 581 CCC Q Goodlette Rd (cR 851) north of Pine Ridge Rd (cR 896) 22.055 0 0:- -- 24,892 569 Q Goodlette Rd (CR 851) south of First Ave south 27,776 28.824 29.084 29.288 29,304 0.06% 504 Q Goodlette Rd (CR 851) south of Golden Gate P (cR aes) 37,364 37,720 38,243 30,771 35.368 14.94% 594 Q Goodlette Rd (CR 851 south of Immokalee Rd (CR 846) 15.348 12,311 11.806 12.987 14.266 9.85% 596 cc Q Goodlette Rd (cR 3511 south of Orange Blossom Or 20.193 0 0 21.284 23,150 8.77% 506 C Q Goodlette Rd (CR 851) south of Pine Ridge Rd (cR 896) 33.746 31,450 29.681 27.287 22.89% 642 Q Green Blvd east of Santa Barbara Blvd 13,100 13,862 14.261 14,214 13,213 - 7.05°x6 643 Q Green Blvd west of Collier Blvd JCR 951) 7.833 7.893 8.582 8,749 8,519 - 2.63% 583 A Gulfshore Dr south of Ba view Dr 5,961 5,545 5.723 7,245 4,988 - 31.15% 714 S Heathwood Dr north of San Marco Dr (CR 92) 8.344 6,918 6,711 Discont. Discont. 715 S Heathwood Or south of San Marco DgCR 92) 6.093 5.459 5.515 Discont. Discont. 675 CC Q Immokalee Rd (846) east of Wilson Blvd 21,482 23.577 25.970 0 625 Q Immokalee Rd (CR B46) east of Goodietle Rd (CR 851) 38.702 40.590 45,385 46.620 44.234 -5.12% 567 He Q Immokalee Rd (CR 846) east of Airport Rd (CR 31) 39.031 44.916 46.051 0 =z" `4 593 c Q Immokalee Rd (CR a46) east of Collier Blvd (CR 951) 22.138 24.231 23,363 26.895 568 cc Q Immokalee Rd (CR 846) east of 1 -75 (SR 93) 34.565 38.579 42,933 45.488 46.794 2.87% 566,m Q Immokalee Rd (CR 8461 east of US 41 (SR 45) rram,am, Trad) 37.742 38.985 42,086 40.288 620 Q Immokalee Rd (cR 8481 north of Stockade Rd 8.848 8.665 8,217 8,422 10.285 22.12°6 586 CH ruC Q Immokalee Rd (CR 846) south of Oil Well Rd ICR 358) 14.950 16.537 16.485 0 >* 565 Q Immokalee Rd (CR 846) west of US 41 icR 45),Tam am, Trap) 17,305 17,481 18,991 19,168 16.664 - 13.06% 656 cc Q Immokalee Rd (cR s46) west of Collier Blvd (cR 951) 21.489 25,787 27.431 0 . 30 672 Q Immokalee Road (846) 2 miles east of Everglades Blvd. 5.125 4.733 4,806 5.661 6.0891 7 56 °6 684 H Q Immokalee Road (CR 846 East) 3 mties east of 29 Soar, ",.,:.," 1,382 1,434 0 1,488 Note: All 2005 zero entries are either construction or hurricane related anomalies. All 2006 anomalies are due to construction. Pages 3 -8 of 15 February, 2007 Agenda Item No. 10C October 27, 2009 Page 43 of 330 Collier County Average Daily Traffic (ADT) Counts (Five Year History Listed Alphabetically) S t a t i n A n m , t 1 e s T Y P e Location 2002 ADT 2003 ADT 2004 ADT 2005 ADT 2006 ADT (eased on Available Counts) Change 0"Ji 5171 10 1 Rattlesnake Ham Rd (CR 664) west of County Barn Rd 14.078 14.852 15,062 13,712 16,2751 18.69% 719 S I San Marco Or MR 92) east of Floral St 4,6081 4.140 4,506 Discont, Discont. 541 Q ISan Marco Rd (CR 921 east of Collier Blvd (SR 9511 6,234 7,537 7,152 Discont. Discont. 542 Q San Marco Rd iCR 92) west of Barfield Or 10,167 9,752 12,080 Discont. Discont. 648 N S Sanctuary Rd north of Immokalee Rd (cR 646) 644 721 745 890 1.63% 537 Q Santa Barbara Blvd north of Davis Blvd (CR 84) 20,531 20,111 19,821 19,270 20.906 8.49% 529 Q Santa Barbara Blvd north of Golden Gate Pkwy JCR 866 26.692 25,749 24,146 24,030 24,607 2.40°% 606,c Q Santa Barbara Blvd north of Radio Rd (CR 856) 27,605 27,194 27,692 28.001 28,959 3.42°% 5281 Q Santa Barbara Blvd south of Golden Gate Pk (CR 8861 30.260 28,914 28,471 28,967 30.079 3.84% 5111 10 Seagate Or west of US 41 (SR 45) (Tamismi Trail) 16,848 16.930 16.200 13,292 17.108 28.71% 7201 IS IShadowlawn Or north of Davis Blvd (SR 84) 4,859 4,472 4.005 3,911 3,913 0.06% 5231 10 1 Shadowlawn Or south of Davis Blvd (SR 84) 7,676 6.866 6.854 6.432 5.982 -7.01% 706 S ITigertail Ct west of Collier Blvd (SR 957 ) 2.4731 2,587 2.756 Discont. Discont. 546 ccc Q IUS 41 (SR 451 at Lee County Line 37,790 38.280 38.251 ':.; p 564 H 0 US 41 (SR 451 north of Immokalee Rd (CR 846 53,446 51988 54.468 04 56,773 562 H Q US 41 (SR 45) north of Pine Ridge Rd (CR 896) 48,686 49,715 51026 .' 49.636 577 Q US 41 (sR 45) south of 99th Ave North 47.581 49,071 53.423 51,1181 52.282 2.280% 561 H Q US 41 (SR 45) south of Pine Ride Rd (cR 696) 54,635 56,497 57.838. ° 58.081 563,H 0 US 41 (SR 45) south of Vanderbilt Beach Rd ICR 862) 44,546 46,390 49,739 : - -!- 45,504 6041C 0 US 41 (SR 9o) east of Airport Rd (CR 31) 45,164 46.908 49.091 W; 608 cC Q US 41 (SR 9o) east of Collier Blvd (CR 951) 12,570 0 12.977 15,010 1.15°% 545 cm 10 1 US 41 (SR 90) east of Davis Blvd (SR 84) 33.089 33.39-41. 35,118 : ' 35,832 572 Cc 0 I US 41 (SR 90) east of Rattlesnake Ham Rd (CR 664) 36,301 36,199 37.973 40,948 8.56% 616 A US 41 (SR 90 ) east of SR 291CR 29 4,661 5,098 4.113 4360 3.950 -9.40% 571 CHC Q US 41 (sR 90) west of Collier Blvd (SR 951) 27,069 0 27,758' 570 HC 0 US 41 (SR 90) west of San Marco Rd (CR 92) 4,952 5,5851 5.022 " 4,971 617 A US 41 SR 90 west of SR 29 /CR 29 5,692 6,215 5,049 5.026 646 H 0 Vanderbilt Beach Ext. (CR 862) east of Pelican Ride 23.203 24.032 25,554° 25.302 579 CrH C Q Vanderbilt Beach Rd (CR 862) east of Airport Rd (CR 31) 26,478 27,734 24,599: <r . -;, 6661c: CM c 10 Vanderbilt Beach Rd (CR 862) Gast of Goodlette Rd (CR 851) 24,995 25,761 26,640 ' : : - 25,322 630 cc Q IVanderbilt Beach Rd (CR 862) East of Livingston Rd JCR 8811 0 26,756 - 2.08% 668 C 0 lVanderbilt Beach Rd (CR s62) east of Vineyards Blvd 18,4401 18,203 18,155 18,732 -161% 580 c 0 Vanderbilt Beach Rd JCR 862) west of Collier Blvd (CR 951) 11,421 11,2471 12.099 13,63B 9.95% 629 CCC Q Vanderbilt Beach Rd (CR s62) West of Livingston Rd (cR sal) I 0 i!:M'.).: vi. D 667 HC Q Vanderbilt Beach Rd (CR 862) west of Oakes Blvd 21,923 23.072 26,351 tf 4W q <:: 524 0 Vanderbilt Beach Rd (CR 862 west of US 41 (SR 451'ram am, Tr) 19,171 20,036 20.6801 20,080 19.579 -2.50% 633,c 0 Vanderbilt Or (cR 9o1) north of Vanderbilt Bch Rd JCR 862) 7,670 6.958 7,2231 7,526 - 18.48°% 5781 0 Vanderbilt Or (CR 9o1) north of 111 th Ave North 10.826 10.863 11 A761 12.368 9.624 - 22.18% 548 CH 0 Vanderbilt Or (CR 9o1) north of Wiggins Pass Rd tCR 888) 11,547 9,591 10.685 1,, ''�-° = 0 8.435 632 0 Vanderbilt Of (CR 901) south of 111 th Ave N 6.334 5.862 6,049 6.561 5,372 - 18.13°% 640 A Vineyards Blvd south of Vanderbilt Beach Rd iCR 662) 7.711 8,420 7.891 7,722 8.331 611 0 Westclox Rd west of North 15th St (SR 29) 3.391 3.300 3,481 3.398 3.126 - 8.00% 670 c 0 Wiciains Pass Rd (CR 688) east of Vanderbilt Or (CR 901) 4,768 4,836 5,611 6,5131 5,401 - 17.07% 669 Q Wiggins Pass Rd (CR 888) west of US 41 iSR 45) 7.132 7,413 8.104 9,659 7.925 - 17.95% 680 CC 10 lWilson Blvd north of Golden Gate Blvd (CR 876) 5.352 7,3901 8.259 10.288 10.348 0.58% 676 C Q Wilson Blvd north of Immokalee Rd (CR 846) 1.500 1.578 1,528 1,648 1,833 1122% 681 Q Wilson Blvd south of Golden Gate Blvd 406 411 419 397 428 7.82% 650 c 0 Wilson Blvd south of Immokalee Rd (CR 646) 5,158 6.852 8.877 9,757 9,064 7.10 ° /° 709 S Winterbe Or east of Collier Blvd (SR 951) 4,506 4.297 4.769 Discont. Discont. 712 S Winterbe Or west of Barfield or 4,743 4,427 4.961 Discont. Discont. 703 S Yellowbird St east of Bald Eagle Or (CR 953) 1,694 1,636 1.772 Discont. Discont. 702 S Yellowbrd St south of Collier Blvd iSR 9511 2.343 2.261 2.496 Discont. Discont. Largest Decrease in 2006 traffic - 31.15% Note: All 2005 zero entries are either construction or hurricane related anomalies. All 2006 anomalies are due to construction. Pages 3 -8 of 15 February. 2007 Agenda Item No. 10C October 27, 2009 Page 44 of 330 Collier County Average Daily Traffic (ADT) Counts (Five Year History Listed Alphabetically) S A T It n y a a P 2006 t a e Location 2002 2003 2004 2005 ADT Change i ADT ADT ADT ADT (Based on 05 -06 Available O I Counts) n ° s Average Change in 2006 traffic 3.33% Largest Increase in 2006 traffic 41.23% Note: All 2005 zero entries are either construction or hurricane related anomalies. All 2006 anomalies are due to construction. Pages 3 -8 of 15 February, 2007 Agenda Item No. 10C October 27, 2009 Page 45 of 330 Legend for Average Daily Traffic and Quarterly Report *T: Type of Count A = Annual Count Stations Q = Quarterly Count Stations S = Semi - Annual Count Stations 'A: Anomalies: C - Construction, H - Hurricane, C1H - Construction and Hurricane, N - No Count due to Equipment Failure (Listed in Order of Occurrence) 2002 501 - Average for the 2nd, 3rd, & 4th Quarters only 503 - Average for the 2nd, 3rd, & 4th Quarters only 510 - Average for the 2nd, 3rd, & 4th Quarters only 533 - Average for the 1st, 3rd, & 4th Quarters only 548 - Average for the 1 st. 2nd, & 4th Quarters only 559 - Average for the 1 st, & 2nd Quarters only 560 - Average for the 1 st, 3rd, & 4th Quarters only 568 - Average for the 1st, 2nd and 3rd Quarters only 572 - 4th Quarter Only 589 - Average for the 1 st. 3rd, & 4th Quarters only 599 - Average for 2nd, 3rd, & 4th Quarters only 652 - Average for the 2nd, 3rd, & 4th Quarters only 655 - Average for the 2nd, 3rd, & 4th Quarters only 670 - Average for the 1 st, 2nd, & 4th Quarters only 678 - Average for the 3rd, & 4th Quarters only 685 - Average for the 1 st, 3rd, & 4th Quarters only 2003 501 - Average for the 1 st, 2nd, & 3rd Quarters only 512- Average for the 1st, 3rd, & 4th Quarters only 514- Average for the 1st, 2nd and 3rd Quarters only 568 - Average for the 2nd, 3rd, & 4th Quarters only 571- No Counts due to construction 581- No Counts due to construction 595- No Counts due to construction 596- No Counts due to construction 608- No Counts due to construction 650 - Average for the 1st, & 2nd Quarters only 673 - Average for the 1st, & 2nd Quarters only 679- Average for the 2nd, & 3rd Quarters only 680 - Average for the 1 st. & 2nd Quarters only 2005` 5"'. i� 7YP w 509 No couh%jCatstrudion) s 5tfl - 5tD 3rd ouader(C•ount'.taken coitstrucdonp " 514P 51Z- 3r&oUWtsc #Count,avowed - 'equiprtrontFe i.6)w 593 514 54S- 52 . Na courtti (t:onstructien) 25 OCg W rwyrrR take- construction) 531. 3rd thra W (Count taken under oonatrucdortJ 5�- 548 Avatape ttiriali 2t15, :d� 3rd Quetteea " US- JrF¢ ' AMaraQa ftx -3rd i 4ttt .ot7aar4ars(C.orru + j A ggS Pages 3 -8 of 15 February, 2007 F w Idottsfru � e due^10 w on � may. ch Or Pages 3 -8 of 15 February, 2007 pip. � k y yY ff � r ✓ � w i t. O Agenda Item No. 10C October 27, 2009 Page 47 of 330 a$ Qe 117- Om I:i I TIT 00 g1g; aOei � ae ae ae ae ae e 0 a 2 e Be 74 8 0 0 1 9 d �i 2 s e 9 1 1 8 4 g 11 R �4 .1 1 1 e a 10 Ile tE 16 .6 1 g p A- 1i 4 - 4 R �2 I �d R x vi Fi 0 f^ - 'I g C. s 02 opt N IT — A I -; - - U , 0 A e 0 s sMael 9 Y e e- 0 e- Ole ae e 9 f0 1! 6i T? ,1 1q v1 a ri 6 1i 1p: W 2 A 2 M M .i P 16 1A I G I' �p WR -dd V C4 9 9 -9 m -C4 NZ, , A 'R ;q % r 9 P. ,� 1 9 % P ;4, Z Z T I W F, O 9 e t04 at t� ell 4 f de o A ae 0 ae Ole A 0 01T g A g 0 0 0 yl l T -IN Iy 9 �DP i 9 Niz. 2 §.j A[JE R RlN ID ;;I,-: R �q yy u9 T N 111 i N O 4 1' PIP scidg, w 1i 'd NR 14 14 cc cc UQ ¢ b cr cr OQ% X 0 M 10RUM. 1:, M R (r U° E P 0 u .q N m 0 -6 LL CJ 0 d: p 0 L 9 z U . -S "6 'd d T ,0 56$$$m a$ zi j¢5¢¢¢¢¢¢¢¢¢¢ U u u u Z.) u u u U) cc 6 a u y u u FE ai 5 ro Fo -5 -6 M Qu du Z u a u u u 0000 a S 0 cD uTC9 luo *dAj V0000000000coa I < < I a < 0 a 0 CY10 a a CIO 0 a a a a a < 0 1 0 1 a 1 0 cy 0 110MMIC111010 11COT310 10 1,0, c](10,10 C, a 0 3 8 v is a$ Qe S r g m ¢ V m 0 Q O V a V Agenda item No. 10C October 27, 2009 Page 48 of 330 _ g d S c �o S o' z'a is S8 'a a yy mm -- ---- yyi�pp mmo�mm � 00 �OOOO�NO�O pp��mm Nm�S��mNi pm��pm pp�� O��OS mm � O�O� ^N� �� m�_ 00 �OmN m yy 8 �by -- —S?:�O — ti C m m N ONi Oi ry C m �eC Q1 �D 4 V m O N N N N R N N^ c^V Yl O W ap�ppp CD T F n N m S m F O Y1 O1 EO O ONi .N- P N OI m FI m O Qi rm S � mm O "' mm pppp.� n < V :. m F N Ilk 8 . 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E R ? I "Ai A n F 7111:11 IT Yry 6. igis e 4 aT141 gl r- g 4 A ay! aR a' N 140, ci I I I P1 I III I "t'. m-1 n g l. III M E -1 I P� I Z YE! • 0 ee WtMaTtl;ll .1 ar e N 69 11 r esN �pC A El e 94-1 4 O V X T �nq 1,119 1 1� q n -i cli -q 1. N • 1� Iq . v . I. . n y 1 .6 1: ��,i 1. Z 9"t M M , _R �,U= 17 n 9"1 . : . . 1 CS 0 i z: M GO L) CC q E. I UJ (X E v a z U¢ N a y m¢ 1 M, M A w R I z a ZF i -21 1. J. 09 3t id 0 Al U ¢¢¢¢ 7D N 1- -5 f3 C! =3 Nq M M, 5 u A— 5 5 to JE 5,5.5 9 T E 0 59 5 E 5 j S i E N A �;, . , I I I . IEIE . . . , > >}> }>> iE , > > 3. �- . � c< a CY 0 0 < a a < a O a Cy 0 a a 0 a Cl 010 C, C, rI ! E I I S I k I I Agenda Item No. 10C October 27, 2009 Page 50 of 330 TO' Ft, Myers c 46 TO: Spring? _9fnnrta ;aK 574 7k1 41 (P87) 9 670 �f U 1 :Jitixts _ 69 Pass (888) `64 6 519-`— i3 S65 � 666 625 i �k� 57 568 656 <93 ;8Y 111 Ave N 94 54 ser 6-1) 682 i3 577 � 655' 633 "Oakes Blvi , randerbilt each P 45 524'- � 59 830 6�6 68 CR 862 '6 '595 9 s 7 _54 59 orastie Hlasso Dr. rtgg srs 64 vim°' I" 5aA'' l 647 A y,A, GOLDEN GATE BL M S95 631 ivd G G - �r 56 '8I R A 27 Q 575 5111,, PINE RID );F 35 »60 -536 �, 512' C� 514 26 L 8 — 561: L 05 51 T S02 ' ` l I S8d L F 7 J 6 2 643 rf T R S_ ._ . S T - 5 , S GREEN BLVD E 501 69 — R 0 0 29 r 5 2 4 507 D GOL EN GATE S PKRT 1 5 j04 SI B 691 '0 805 510 7 K 533 687 S 528 68 D (,9 .3 5 4 DIO 60 _7 55 527,13 5�9 685 60� 73 City of 72 1 DAVIS HLVD�658 537 { C Naples 545.��. X52 54 w 519 53 O 3 541 L 521 Co=dr Barn RA L 5804 520 112 51 E 517' RATTLESNAKE 7 HAMMOCK RD .603 DRYSfiCPE T J g L �I . Lely Culbiral 57 N' V 4 �F xwjr D t (951) Station 570 is :71 - - -r located on US 41 532 west of San SBB: Santa Barbara Boulevard 557 f Marco Road Liv Rd: Livingston Road (CR 881) / To Miami Golden Gate Boulevard (CR 876) (F . -age i, a �5 = e�ruary. 2007 G _ w a L: w Z f---s V a 0 X 4 a V a v Agenda Item No. 10C October 27, 2009 Page 51 of 330 0 0 N�g[` G m �m ui ma c� O a'i p.r�a�na� a�ozaQ. s o0 r � Y u h M y � /,mra�nog tapepa ;s�. r + 'o o � a p a a r � a� y� V r psll.t�jawg to�R?�1 � a� 7 r a 4 Agenda Item No. 10C October 27, 2009 Page 51 of 330 0 0 N�g[` G m �m ui ma c� Agenda Item No. 10C October 27, 2009 Page 52 of 330 661 591 SR 82 611 Westdox Extew3a 612 Carson Rd 610 663 SR 29A (New Marl Street) 609 Lake Trat%rd 551 683 SR 29 (North 15th Street) Broward St 550 590 CR 846 619 SR 29 (Maur Street — 549 664 SR 29 684: CR S46 East 3 665 miles cast of 29 South Collier County Department of N Transportation Operations CR 846 (1st Street S) Immokalee City Area 620 Traffic Count Stations Stockade Rd. Immokalee Area Map Page 14 of 15 February, 2007 F618 CR 29 (Chokoloskee Caw vvay) Collier County Department of Transportation Operations Copeland & Everglades City Area Traffic Count Locations g e Agenda Item No. 10C October 27, 2009 Page 53 of 330 Copeland Everglades City Areas Map Page 15 of 15 March, 2006 Agenda Item No. 10C October 27, 2009 Page 54 of 330 Existing Turning Movement Counts Adjustment to 2007 Using Growth Rate data yr growth rate ad.i vol data yr growth rate adi vol Collier (951) C& Rattlesnake Hammock Collier (951) ,,JaD Grand Lely 2005 1.1092 2007 2007 1 2007 EBR 103 1.1092 114 EBR 47 1 47 EBT 1 1.1092 1 EBT 19 1 19 EBLI 264 1.1092 293 1 EBL 114 1 114 WBR 3 1.1092 3 WBR 52 1 52 WBT 1 1.1092 1 WBT 17 1 17 WBL 1 1.1092 1 WBL 33 1 33 NBR 1 1.1092 1 NBR 85 1 85 NBT 1201 1.1092 1.332 NBT 1157 1 1,157 NBL 140 1.1092 155 NBL 29 1 29 SBR 226 1.1092 251 SBR 110 1 110 SBT 790 1.1092 876 SBT 837 1 837 SBLI 4 1.1092 11 SBLI 93 11 93 Collier (950A, Davis Golden Gate Blv (ci) Wilson 2005 1.1092 '10071 2004 1.1638 2007 EBR 222 1.1092 246 EBR 19 1.1638 22 EBT 72 1.1092 80 EBT 694 1.1638 808 EBLI 637 1.1092 707 EBLI 427 1.1638 497 WBR 81 1.1092 90 WBR 333 1.1638 38 WBT 82 1.1092 91 WBT 348 1.1638 405 WBL 65 1.1092 72 WBL 0 1.1638 0 NBR 99 1.1092 110 NBR 7 1.1638 8 NBTI 1139 1.1092 1.263 NBT 5 1.1638 6 NBL 264 1.1092 293 NBL 4 1.1638 5 SBR 524 1.1092 581 SBR 28 1.1638 33 SBT 963 1.1092 1.068 SBT 5 1.1638 6 SBL 103 1.1092 1141 SBL 220 1.1638 256 Collier (951) (adD US 41 Collier (95 1) n, 1 -75 Ramps North 2005 1.1092 2007 2005 1.1092 2007 EBR 23 1.1092 26 EBR 1.1092 0 EBT 942 1.1092 1,045 EBT 1.1092 0 EBL 640 1.1092 710 EBL 1.1092 0 WBRI 109 1.1092 121 WBR 55 1.1092 61 WBT 378 1.1092 419 WBT 1.1092 0 WBL 155 1.1092 172 WBL 110 1.1092 122 NBR 199 1.1092 221 NBR 1.1092 0 NBT 268 1.1092 297 NBT 1244 1.1092 1,380 NBL 24 1.1092 27 NBL 882 1.1092 978 SBR 490 1.1092 544 SBR 46 1.1092 51 SBT 252 1.1092 280 SBT 960 1.1092 1,065 SBL 1601 1.1092 177 SBL 1.1092 0 Agenda Item No. 10C October 27, 2009 Page 55 of 330 Existing Turning Movement Counts Adjustment to 2007 Using Growth Rate data yr growth rate adj vol data yr growth rate ad_j vol ollier (95 1) j Golden Gate Blvd Collier (95 1) � I -75 Ramps South 04 1.1638 2007 2005 1.1092 2007 1.1638 0 EBR 960 1.1092 1,065 1.1638 0 EBT 1.1092 0 F 1.1638 0 EBL 108 1.1092 120 05 1.1638 122 WBR 1.1092 0 1.1638 0 WBT L 1092 0 74 1.1638 552 WBL 1.1092 0 NBR 1061 1.1638 1.235 1 NBR 144 1.1092 160 NBTI 464 1.1638 540 NBT 2018 1.1092 2,238 NBL 1.1638 0 NBL 1.1092 0 SBR 1.1638 0 SBR 1.1092 0 SBT 450 1.1638 524 SBT 936 1.1092 1,038 SBL 307 1.1638 357 SBL 134 1.1092 149 Collier (951) na Pine Ridge (896) US 41 q, 6L Farm Road 2004 1.1638 2007 2004 1.1638 2007 EBR 86 1.1638 100 EBR 1.16.38 0 EBT 165 1.1638 192 EBT 208 1.1638 242 EBLI 68 1.1638 79 EBLI 96 1.1638 112 WBR 315 1.1638 367 WBR 25 1.1638 29 WBT 481 1.1638 560 WBT 208 1.1638 242 WBL 660 1.1638 768 WBL 1.1638 0 NBR 220 1.1638 256 NBR 1..1 638 0 NBT 866 1.1638 1,008 NBTI 1.1638 0 NBL 270 1.1638 314 NBL 1.1638 0 SBR 263 1.1638 306 SBR 105 1..1638 122 SBT 691 1.1638 804 SBT 1.1638 0 SBL 95 1.1638 Ill SBL 70 1.1638 81 Collier (95 1) iD. Green US 41 n CR 92 2004 1.1638 2007 2004 1.1638 2007 EBR 178 1.1638 207 EBR 69 1.1638 80 EBT 1.1638 0 EBT 197 1.1638 229 EBL 168 1.1638 196 EBLI 1.1638 0 WBR 1.1638 0 WBR 1.1638 0 WBTI 1.1638 0 WBT 169 1.1638 197 WBL 1.1638 0 WBL 32 1.1638 37 NBR 1.1638 0 NBR 50 1.1638 58 NBT 1102 1.1638 1,283 NBT 1.1638 0 NBL 128 1.1638 149 NBL 93 1.1638 108 SBR 1 185 1.1638 215 SBR 1.1638 0 SBT 898 1.1638 1,045 SBT 1.1638 0 SBLJ 1 1.1638 0 EJ SBL 1 1.1638 0 Agenda Item No. 10C October 27, 2009 Page 56 of 330 Existing Turning Movement Counts Adjustment to 2007 Using Growth Rate data yr growth rate adj vol data yr growth rate adj vol Collier (95 1) @ Golden Gate Pkwv 2004 1.1638 2007 EBR 328 1.1638 382 EBT 1.1638 0 EBLI 334 1.1638 389 WBR 1.1638 0 WBT 1.1638 0 WBL 1.1638 0 NBR 1.1638 0 NBTI 823 1.1638 958 NBL 382 1.1638 445 SBR 324 1.1638 377 SBT 676 1.1638 787 SBL 1.1638 0 Agenda Item No. 10C October 27.2O8Q Page 57of330 APPENDIX B _ DESIGN CHARACTERISTICS WORKSHEET Agenda Item No. 10C October 27, 2009 Page 58 of 330 Appendix B Design Characteristics Wnrkchaaf NOTES: All information obtained from the 2006 FDOT Traffic Information DVD. Agenda Item No. 10C October 27, 2009 Page 59 of 330 APPENDIX C EXISITING INTERSECTION ANALYSIS WORKSHEETS AND SIGNAL TIMINGS Agenda Item No. 10C October 27, 2009 Page 60 of 330 Copyright ® 2005 University of Florida, All Rights Reserved HCS +TM Version 5.21 TWO -WAY STOP CONTROL SUMMARY General Information Site Information Analyst AL Intersection US41 6LFarms Agency/Co. DRMP Jurisdiction Collier County Date Performed 12/27/2007 Analysis Year 2007 Analysis Time Period PM Peak Hour Existing Project Description Wilson Blvd Extension East/West Street: US41 North /South Street: 6 L Farm Rd Intersection Orientation: East -West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume vehlh 112 242 242 29 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR veh /h 117 254 0 0 254 30 Percent Heavy Vehicles 5 — — 5 Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 0 1 0 Configuration L T 1 TR U stream Si nal 0 1 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 81 122 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR veh1h 0 0 0 85 0 128 Percent Heavy Vehicles 5 5 0 5 5 5 Percent Grade ( %) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 onfi uration I LR elay, Queue Length, and Level of Service pproach Eastbound Westbound Northbound Southbound ovement 1 4 7 8 9 10 11 12 ane Configuration L LR (veh /h) 117 213 C (m) (vehlh) 1261 507 Ic 0.09 0.42 5% queue length 0.31 2.06 Control Delay (s /veh) 8.1 17.1 L0S A C Approach Delay (s /veh) 17.1 Approach LOS I i - i C Copyright ® 2005 University of Florida, All Rights Reserved HCS +TM Version 5.21 Agenda Item No. 10C October 27, 2009 Page 61 of 330 TWO -WAY STOP CONTROL SUMMARY eneral Information [Site Information ear ro ect escrl tion Wlson Blvd Extension East/West Street: US41 North /South Street: CR 92 Intersection Orientation: East -West IStudy Period hrs : 0.25 ehicle Volumes and Adjustments a'or Street Eastbound Westbound ovement 1 2 3 4 5 6 L T R L T R olume veh/t1 229 80 37 197 eak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 ouriy Flow Rate, HFR veh /h 0 241 84 38 207 0 Percent Heavy Vehicles 5 — _ 5 edian Type Undivided T Channelized 0 0 Lanes 0 1 1 1 1 0 onfi uration T R L T jUpstrearn Signal 0 0 inor Street Northbound Southbound ovement 7 8 9 10 11 12 L T R L T R olume vehlh 108 58 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Flow Rate, HFR veh h 113 0 61 0 0 0 ercent Heavy Vehicles 5 5 5 5 5 5 ercent Grade ( %) 0 0 tared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 0 1 0 0 0 Configuration L R elay, Queue Length. and Level of Service pproach Eastbound Westbound Northbound Southbound ovement 1 4 7 8 9 10 11 12 ane Configuration L L R (veh /h) 38 113 61 (m) (veh /h) 1218 492 791 /c 0.03 0.23 0.08 5% queue length 0.10 0.88 0.25 ontrol Delay (s /veh) 8.1 14.5 9.9 LOS A B A !Approach Delay (s /veh) — — 12.9 Approach LOS — _ B copyrign[ w zuuc University of Honda, All Rights Reserved HCS{TM Version 5.21 Agenda Item No. 10C October 27, 2009 Page 62 of 330 SHORT REPORT General Information Site Information Analyst AL Agency or Co. DRMP Date Performed 1211912007 Time Period PM Peak Hour - Existing Intersection CR951 @Davis Blvd Area Type All other areas Jurisdiction Collier County Analysis Year 2007 Volume and Timinq Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 1 1 1 1 1 2 2 1 1 2 2 Lane Group L LT R L T R L T R L T R Volume (vph) 707 80 246 72 91 90 293 1263 110 114 1068 581 Heavy Vehicles 2 5 2 2 1 5 2 2 5 2 2 5 2 PHF 0.95 0.95 0.95 0.95 0.95 10.95 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed /Actuated (P /A) A A A A A A A A A A A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 1 3 3 1 3 3 1 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 1 3.0 3.0 3.0 3.0 3.0 3.0 Ped /Bike /RTOR Volume 0 0 25 0 0 9 0 0 11 0 0 58 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking /Grade /Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 1 0 1 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 32 3.2 3.2 3.2 Phasing EB Only WB Only 03 04 Excl, Left Thru 8 RT 07 08 Timing G= 40.0 G= 15.0 G= G= G= 10.0 G= 40.0 G= G= Y= 5 Y= 5 Y= Y= Y= 5 Y= 6.5 Y= Y= Duration of Analysis hrs = 0.25 Cycle Len th C = 126.5 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 744 84 233 76 96 85 308 1329 104 120 1124 551 Lane Group Capacity 560 572 626 210 215 375 272 1089 688 140 1089 1917 v/c Ratio 1.33 0.15 0.37 0.36 0.45 0.23 11.13 1.22 0.15 0.86 1.03 0.29 Green Ratio 0.32 0.32 0.40 0.12 0.12 0.24 0.08 0.32 0.43 0.08 0.32 0.68 Uniform Delay d1 43.3 31.0 27.1 51.3 151.9 38.9 58.3 43.3 21.6 57.5 43.3 7.9 Delay Factor k 0.50 10.11 0.11 0.11 0.11 0.11 0.50 0.50 0.11 0.39 0.50 0.11 Incremental Delay d2 159.9 1 0.1 0.4 1.1 1.5 0.3 95.0 107.6 0.1 37.8 35.9 0.1 PF Factor 1.000 11.000 1 000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 203.1 31.1 27.5 52.4 53.4 39.2 153.3 1150.9 121.7 95.3 179.1 8.0 Lane Group LOS F C C D D D F F C F E A Approach Delay 150.9 48.4 143.6 58.4 Approach LOS F D F E Intersection Delay 108.6 Intersection LOS F Copyright © 2005 University of Florida, All Rights Reserved HCS +TM Version 5 21 Agenda Item No. 10C October 27, 2009 Page 63 of 330 SHORT REPORT General Information Site Information Analyst AL Agency or Co. DRMP Date Performed 1211912007 Time Period PM Peak Hour - Existing Intersection CR951 @Golden Gate Blvd Area Type All other areas Jurisdiction Collier County Analysis Year 2007 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 2 1 1 2 2 2 Lane Group L R T R L T Volume (vph) 552 122 540 1235 357 524 % Heavy Vehicles 2 2 5 2 2 1 5 PHF 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed /Actuated (P /A) A A A A A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 20 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 1 3.0 3.0 3.0 3.0 3.0 3.0 Ped /Bike /RTOR Volume 0 0 12 0 0 124 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking /Grade /Parking N 0 N N 0 N N 0 N Parking /Hour Bus Stops /Hour 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 Phasing WB Only 02 03 04 1 SS Only Thru & RT 07 08 Timing G= 30.0 G= G= G= G= 25.0 G= 50.0 G= G= Y= 6 Y= Y= Y= Y= 4 Y= 6 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 121.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 581 116 568 1169 376 552 Lane Group Capacity 852 1125 748 1158 710 2249 v/c Ratio 0.68 0.10 0.76 1.01 0.53 0.25 Green Ratio 0.25 0.71 0.41 0.41 0.21 0.65 Uniform Delay d1 41.2 5.5 30.4 135.5 42.8 8.7 Delay Factor k 0.25 0.11 0.31 0.50 0.13 0.11 Incremental Delay d2 2.2 0.0 4.6 28.8 0.8 0.1 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 43.4 5.5 34.9 64.3 43.5 8.7 Lane Group LOS D A C E D A Approach Delay 37.1 54.7 22.8 Approach LOS D D C Intersection Delay 42.3 Intersection LOS D copynght ri; 2005 University of Florida, All Rights Reserved HCS +TM Version 5.21 Agenda Item No. 10C October 27, 2009 Page 64 of 330 SHORT REPORT General information Site Information Analyst AL Agency or Co. DRMP Date Performed 1211912007 Time Period PM Peak Hour - Existing Intersection CR951 @G.GatePkwy Area Type All other areas Jurisdiction Collier County Analysis Year 2007 Volume and Timing Input EB WB NB SIB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 1 1 2 2 1 Lane Group L R L T T R Volume (vph) 389 382 445 958 787 377 % Heavy Vehicles 2 2 2 5 1 5 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed /Actuated (P /A) A A A A A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped /Bike /RTOR Volume 0 0 38 0 0 0 0 38 Lane Width 12.0 12.0 12.0 12.0 j 12.0 12.0 Parking /Grade /Parking N 0 N N 0 N N 0 N Parking /Hour Bus Stops /Hour 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 Phasing EB Only 02 03 04 NB Only Thru & RT 07 08 Timing G= 22.5 1 G= G= G= G= 25.1 G= 25.4 G= G= Y= 6 1 Y= Y= Y= Y= 5 Y= 6 Y= Y= Duration of Analysis hrs = 0.25 C cle Len th C = 90.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SIB Adjusted Flow Rate 409 362 468 1008 828 357 Lane Group Capacity 443 943 494 2124 972 948 v/c Ratio 0.92 0.38 0.95 0.47 0.85 0.38 Green Ratio 0.25 0.60 0.28 0.62 10.28 0.60 Uniform Delay dt 32.9 9.5 31.8 9.3 30.5 9.3 Delay Factor k 0.44 0.11 0.46 0.11 0.38 0.11 Incremental Delay d2 25.0 0.3 27.7 0.2 7.4 0.3 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 57.9 9.8 59.5 9.5 37.9 9.6 Lane Group LOS E A E A D A Approach Delay 35.3 25.4 29.4 Approach LOS D C C Intersection Delay 29.0 Intersection LOS C Copyright 2005 University of Florida. All Rights Reserved HCS +TM Version 5 .21 Agenda Item No. 1OC October 27, 2009 Page 65 of 330 SHORT REPORT General Information Site Information Analyst AL Agency or Co. DRMP Date Performed 1212012007 Time Period PM Peak Hour Existing Intersection CR951 @GrandLely Area Type All other areas Jurisdiction Collier County Analysis Year 2007 Volume and Timing Input EB WB NB SIB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 1 0 0 1 1 1 2 1 1 2 1 Lane Group L TR LT R L T R L T R Volume (vph) 114 19 47 33 17 52 29 1157 85 93 837 110 % Heavy Vehicles 2 5 2 2 5 2 2 5 2 2 5 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed /Actuated (P /A) A A A A A A A A A A A A Startup Lost Time 2.0 2.0 1 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped /Bike /RTOR Volume 0 0 0 0 0 5 0 0 9 0 0 11 Lane Width 12.0 12.0 1 12.0 12.0 12.0 12.0 12.0 12.0 1 12.0 12.0 Parking /Grade /Parking N 0 N N 0 N N 0 N N 0 N Parking /Hour Bus Stops /Hour 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing EB Onl EW Perm 03 1 O4 Excl. Left Thru & RT 07 OB Timing JG= 7.0 1 G= 14.1 G= G= G= 7.0 G= 54.4 G= G= Y= 4 IY= 6 Y= Y= Y= 5 Y= 7 Y= Y= Duration of Analysis hrs = 0.25 Cycle Len th C = 104.5 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 120 69 53 49 31 1218 80 98 881 104 Lane Group Capacity 343 223 189 411 119 1793 1036 119 1793 1036 v/c Ratio 0.35 0.31 0.28 0.12 0.26 0.68 0.08 0.82 0.49 0.10 Green Ratio 0.26 10.13 0.13 0.26 0.07 0.52 10.65 0.07 10.52 0.65 Uniform Delay d1 30.8 PO.8 40.6 29.6 46.3 18.6 15.6 48.1 16.1 6.7 Delay Factor k 0.11 .11 0.11 0.11 0.11 0.25 0.11 0.36 0.11 0.11 Incremental Delay d2 0.6 0.8 0.8 0.1 1.2 1.1 0.0 35.4 0.2 0.0 PF Factor 7000 1.000 1,000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 31.4 41.6 41.5 29.7 47.5 19.6 6.6 83.5 116.4 6.7 Lane Group LOS C D D I C D 8 I A F 8 A Approach Delay 35.1 35.8 19.5 21.5 Approach LOS D D 8 C Intersection Delay 22.0 Intersection LOS C . 4uu_ un- -iy - rwnaa,'w mgnrs neservea HCS +'M Version 5 .21 Agenda Item No. 10C October 27, 2009 Page 66 of 330 SHORT REPORT General Information Site Information Analyst AL Agency or Co. DRMP Date Performed 12/20/2007 Time Period PM Peak Hour Existing Intersection CR951 @Green Area Type All other areas Jurisdiction Collier County Analysis Year 2007 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 1 1 2 2 1 Lane Group L R L T T R Volume (vph) 196 207 149 1283 1045 215 % Heavy Vehicles 2 2 1 1 2 5 5 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed /Actuated (P /A) A A A A A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped /Bike /RTOR Volume 0 0 21 0 0 0 0 22 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking /Grade /Parking N 0 N N 0 N N 0 N Parking /Hour Bus Stops /Hour 0 0 0 0 0 0 Minimum Pedestrian Time 1 3.2 3.2 3.2 Phasing EB Only 02 03 04 NB 0 l Thru & RT 07 1 08 Timing G= 10.0 1 G= G= G= G= 70 G= 24.8 IG= I G= Y= 5 1 Y= Y= Y= Y= 4.5 Y= 6 1 Y ly= Duration of Analysis hrs = 0.25 Cycle Len th C = 57.3 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 206 196 157 1351 1100 203 Lane Group Capacity 309 608 216 1491 1491 1127 v/c Ratio 0.67 0.32 0.73 0.91 0.74 0.18 Green Ratio 0.17 0.38 0.12 0.43 0.43 0.71 Uniform Delay di 22.1 112.4 24.2 15.2 13.5 2.7 Delay Factor k 0.24 0.11 0.29 0.43 0.30 0.11 Incremental Delay d2 5.4 0.3 11.6 8.3 2.0 0.1 PF Factor 1.000 1.000 1 000 1.000 1.000 11,000 Control Delay 27.5 12.7 35.9 23.5 15.5 2.8 Lane Group LOS C B D C B A Approach Delay 20.3 24.8 13.5 Approach LOS C C g Intersection Delay 19.6 Intersection LOS B Copyright 0 2005 University of Florida, All Rights Reserved HCS +TM Version 5 21 Agenda Item No. 10C October 27, 2009 Page 67 of 330 SHORT REPORT General Information Site Information Analyst AL Agency or Co. DRMP Date Performed 12/19/2007 Time Period PM Peak Hour- Existing Intersection CR951 @PineRidge Area Type All other areas Jurisdiction Collier County Analysis Year 2007 Volume and Timing Input EB WB NB SB LT TH RT LT TH I RT LT TH RT LT TH RT Number of Lanes 2 1 1 2 2 0 1 2 1 1 2 1 Lane Group L T R L TR L T R L T R Volume(vph) 79 192 100 768 560 367 314 1008 256 111 804 306 % Heavy Vehicles 2 5 2 1 2 5 2 2 5 1 2 2 1 5 2 PHF 0.95 0.95 0.95 10.95 0.95 10.95 0.95 0.95 10.95 0.95 0.95 0.95 Pretimed /Actuated (P /A) A A A A A A A A A A A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped /Bike /RTOR Volume 0 0 10 0 0 0 0 0 26 0 0 31 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking /Grade /Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops /Hour 0 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasinq I Excl. Left Thru & RT 1 03 1 04 1 Excl. Left Thru P. RT I 07 I 08 Timing G= 15.0--1 G= 35.0 G I G= G= 12.0 G= 30.0 G= 17= Y= 6 IY= 7 Y= IY= IY= 6 Y= 6 Y= IY= Duration of Anal sis hrs = 0.25 Cycle Len th C = 117.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 83 202 95 808 975 331 1061 1 242 117 846 289 Lane Group Capacity 441 541 731 441 981 182 883 690 182 883 690 v/c Ratio 0.19 0.37 0.13 1.83 0.99 1.82 1.20 0.35 0.64 0.96 0.42 Green Ratio 0.13 0.30 0.46 0.13 30 0.10 0.26 0.44 0.10 0.26 0.44 Uniform Delay d1 45.6 32.3 18.0 51.0 r40.9 152.5 43.5 122.0 50.4 142.9 22.8 Delay Factor k 0.11 0.11 0.11 0.50 10.50 10.50 0.50 10,11 0.22 0.47 0.11 Incremental Delay d2 0.2 0.4 0.1 383.3 27.2 389.2 101.6 0.3 7.5 20.7 0.4 PF Factor 1.000 1.000 1.000 1.000 11.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 45.8 32.8 18.1 434.3 68.1 441.7 145.1 22.3 58.0 63.6 23.2 Lane Group LOS D C B F E F F C E E C Approach Delay 32.0 234.0 187.0 53.8 Approach LOS C F F D Intersection Delay 158.9 Intersection LOS F uopyngnt ® 2005 Unrversq of Florida, All Rights Reserved HCS+TM Version 5.21 Agenda Item No. 10C October 27, 2009 Page 68 of 330 SHORT REPORT General Information Site Information Analyst AL Agency or Co. DRMP Date Performed 1211912007 Time Period PM Peak Hour Existing Intersection CR95 1 @Rattlesnake Area Type All other areas Jurisdiction Collier County Analysis Year 2007 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 0 1 1 0 1 1 1 2 1 1 2 1 Lane Group LT R LT R L T R L T R Volume (vph) 293 1 114 1 1 3 155 1332 1 4 876 251 % Heavy Vehicles 2 5 2 2 5 2 2 5 2 2 5 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 10.95 0.95 Pretimed /Actuated (P /A) A A A A A A A A A A A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 1 3 3 3 1 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped /Bike/RTOR Volume 0 0 11 0 0 0 0 0 0 0 0 25 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking /Grade /Parking N 0 N N 0 N N 0 N N 0 N Parking /Hour Bus Stops /Hour 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing. EW Perm 02 03 04 Excl. Left Thru & RT 07 08 Timing G= 23.7 1 G= G= G= G= 10.0 G= 48.7 G= G= Y= 6 1 Y= Y= 1Y= IY= 5 Y= 7 ly= IY= Duration of Analysis hrs = 0.25 Cycle Length C = 100.4 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 309 108 2 3 163 1402 1 4 922 238 Lane Group Capacity 319 626 390 626 176 1671 768 176 1671 768 v/c Ratio 0.97 0.17 0.01 0.00 0.93 0.84 0.00 0.02 0.55 0.31 Green Ratio 0.24 10.40 0.24 0.40 0.10 0.49 0.49 0.10 0.49 0.49 Uniform Delay d1 38.0 19.7 29.3 18.4 44.8 22.4 13.3 40.8 18.2 15.7 Delay Factor k 0.48 041 0.11 0.11 044 0.37 0.11 0.11 0.15 0.11 Incremental Delay d2 41.8 0.1 0.0 0.0 47.0 4.0 0.0 0.1 0.4 0.2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 179,8 1 19.8 129.3 18.4 91.8 26.4 13.3 40.8 18.6 15.9 Lane Group LOS E B C B F C B D B B Approach Delay 64.3 22.8 33.2 18.1 Approach LOS E C C B Intersection Delay 31.7 Intersection LOS C Copyright 0 2005 University of Florida, All Rights Reserved HCS+TM Version 5 21 Agenda Item No. 10C October 27, 2009 Page 69 of 330 SHORT REPORT General Information Site Information Analyst AL Agency or Co. DRMP Date Performed 1212012007 Time Period PM Peak Hour Existing Intersection CR951 @US41 Area Type All other areas Jurisdiction Collier County Analysis Year 2007 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 2 3 2 1 3 1 3 2 1 1 2 2 Lane Group L T R L T R L T R L T R Volume (vph) 177 280 544 27 297 221 710 1045 26 172 419 121 % Heavy Vehicles 2 5 2 2 5 2 2 5 2 2 5 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed /Actuated (P /A) A A A A A A A A A A A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2,0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 1 3 3 3 3 Unit Extension 3.0 1 3.0 3.0 1 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped /Bike /RTOR Volume 0 0 54 0 22 0 0 3 0 0 12 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking /Grade /Parking N 0 N N M3.2 N N 0 N N 0 N Parking /Hour Bus Stops /Hour Q 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 72 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G= 7.5 G= 20.0 G= G= G= 18.0 G= 30.0 G= G= Y= 6 IY= 6 Y= Y= IY= 6 Y= 6.5 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 100.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 186 295 516 28 313 209 747 1100 24 181 441 115 Lane Group Capacity 258 986 1233 133 986 697 868 1034 697 319 1034 1233 vlc Ratio 0.72 0.30 0.42 0.21 0.32 0.30 0.86 1.06 0.03 0.57 0.43 0.09 Green Ratio 0.08 0.20 0.44 0.08 0.20 0.44 0.18 0.30 0.44 0.18 0.30 0.44 Uniform Delay d1 45.2 34,0 19.2 43.5 10.11 34.2 18.1 39.8 35.0 115.9 37.4 28.1 16.4 Delay Factor k 0.28 0.11 0.11 0.11 0.11 0.39 0.50 10.11 0.16 0.11 0.11 Incremental Delay d2 9.5 0.2 0.2 0.8 0.2 0.2 8.8 46.6 0.0 2.4 0.3 1 0.0 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 54.7 34.2 119.4 44.3 34.4 18.3 48.6 81.6 15.9 39.8 28.4 16.4 Lane Group LOS D C B D C B D F B D C B Approach Delay 30.4 28.8 67.6 29.3 Approach LOS C C E C Intersection Delay 46.7 Intersection LOS D copyright ® 2005 University of Florida, All Rights Reserved HCS +TM Version 5 .21 Agenda Item No. 10C October 27, 2009 Page 70 of 330 SHORT REPORT General Information Site Information Analyst AL Agency or Co. DRMP Date Performed 1211912007 Time Period PM Peak Hour - Existing Intersection G. Gate@ Wilson Area Type All other areas Jurisdiction Collier County Analysis Year 2007 Volume and Timing Input EB WB NB SB LT I TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 2 1 1 2 1 0 1 0 0 1 1 Lane Group L T R L T R LTR LT R Volume (vph) 497 808 22 0 405 38 5 6 8 256 6 33 Heavy Vehicles 2 5 2 2 5 2 2 5 2 2 5 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 10.95 0.95 Pretimed /Actuated (P /A) A A A A A A A A A A A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1 2.0 Extension of Effective Green 2.0 20 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 1 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 1 3.0 3.0 3.0 3.0 3.0 3.0 Ped /Bike /RTOR Volume 0 0 2 0 0 4 0 0 0 0 0 3 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking /Grade /Parking N 0 N N 0 N N 0 N N 0 N Parking /Hour Bus Stops /Hour 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing Ent Left Thru & RT 03 04 SB Only NS Perm 07 08 Timing G= 20.0 1 G= 35.3 G= G= G= 13.4 G= 4.3 G= G= Y= 4 IY= 65 Y= Y= IY= 4 Y= 6 Y IY= Duration of Analysis hrs = 0.25 Cycle Len th C = 93.5 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 523 1851 21 0 1426 36 19 275 32 Lane Group Capacity 379 1301 598 379 1301 598 66 366 367 v/c Ratio 1.38 10,65 0.04 0.00 0.33 0.06 0.29 0.75 0.09 Green Ratio 0.21 0.38 0.38 0.21 0.38 0.38 0.05 0.23 0.23 Uniform Delay d1 36.8 24.1 18.4 28.9 20.7 18.5 43.1 33.4 28.1 Delay Factor k 0.50 0.23 0.11 0.11 0.11 0.11 0.11 0.31 0.11 Incremental Delay d2 186.8 1 2 0.0 0 0 0.1 0.0 2.4 8.5 0.1 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 223.5 125.2 18.4 28.9 20.8 18.6 455 41.8 28.2 Lane Group LOS F C 8 C C 8 D D C Approach Delay 99.5 20.6 45.5 40.4 Approach LOS F C D D Intersection Delay 74.0 Intersection LOS E �opynght ® 2005 University of Flond a, All Rights Reserved HCS *T11 Version 5 .21 Generated. 4/14/2008 1.23 PM Agenda Item No. 10C October 27, 2009 Page 71 of 330 SHORT REPORT General Information Site Information Analyst AL Intersection 1-75 NRamps @CR951 Agency or Co. DRMP Area Type All other areas Date Performed 1212812007 Jurisdiction Collier County Time Period PM Peak Hour Existing Analysis Year 2007 Volume and Timing Input EB WB NB SIB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 1 2 2 2 1 Lane Group L R L T T R Volume (vph) 122 61 978 1380 1065 51 Heavy Vehicles 2 2 2 5 5 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed /Actuated (P /A) A A A A A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped /Bike /RTOR Volume 0 0 6 0 0 0 0 6 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking /Grade /Parking N 0 N N 0 N N 0 N Parking /Hour Bus Stops /Hour 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 Phasing WB Only 02 03 04 Thru & RT NB Only 07 08 Timing G= 11.2 1 G= G= 1 G= G= 32.9 G= 34.9 G= G= Y= 6 ly= Y= Y= Y= 6 Y= 5 Y= 1Y= Duration of Analysis hrs = 0.25 C = 96.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 128 58 1029 1453 1121 47 Lane Group Capacity 207 185 1249 2648 1181 543 v/c Ratio 0.62 0.31 0.82 0.55 10.95 0.09 Green Ratio 0.12 0.12 0.36 10.77 1 10.34 0.34 Uniform Delay d1 40.4 38.9 27.8 14.4 30.7 21.4 Delay Factor k 0.20 0.11 0.36 0.15 0.46 0.11 Incremental Delay d2 5.5 1.0 4.6 0.2 15.6 0.1 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 45.9 39.8 32.4 4.7 46.3 21.4 Lane Group LOS D 0 C A D C Approach Delay 44.0 16.2 45.3 Approach LOS D B D Intersection Delay 26.4 Intersection LOS C uopyrignr (YUuO university Of Florida, All Rights Reserved HCS +TM Version 5.21 Agenda Item No. 10C October 27, 2009 Page 72 of 330 SHORT REPORT General Information Site Information Analyst AL Agency or Co. DRMP Date Performed 1212812007 Time Period PM Peak Hour Existing Intersection 1 -75 SRamps @CR951 Area Type All other areas Jurisdiction Collier County Analysis Year 2007 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 2 2 1 1 2 Lane Group L R T R L T Volume (vph) 120 1065 2238 160 149 1038 % Heavy Vehicles 2 2 5 2 2 5 PHF 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed /Actuated (P /A) A A A A A A Startup Lost Time 2.0 20 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 1 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped /Bike/RTOR Volume 0 0 107 0 0 16 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking /Grade /Parking N 0 N N 0 N N 0 N Parking /Hour Bus Stops /Hour 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 Phasing EB Only 02 03 04 Thru & RT SB Only 07 08 Timing G= 20.3 G= G= G= G= 60.8 G= 11.9 G= G= Y= 5 1Y= Y= Y= IY= 6 Y= 5 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 109.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 126 1008 2356 152 157 1093 Lane Group Capacity 330 522 1922 883 193 2487 v/c Ratio 0.38 11.93 1.23 0.17 0.81 0.44 Green Ratio 0.19 0.19 0.56 0.56 0.11 0.72 Uniform Delay d1 38.9 44.3 24.1 111.8 47.5 6.2 Delay Factor k 0.11 0.50 0.50 10.11 035 0.11 Incremental Delay d2 0.7 426.0 106.5 0.1 22.7 0.1 PF Factor 1.000 1.000 1.000 11.000 1.000 1.000 Control Delay 39.6 1470.3 130.6 111.9 70.2 6.3 Lane Group LOS D F F B E A Approach Delay 422.5 123.4 14.3 Approach LOS F F 8 Intersection Delay 164.8 Intersection LOS F copyright c9 2005 University of Florida, All Rights Reserved HCS +TM 'Version 5 21 Agenda Item No. 10C October 27, 2009 Page 73 of 330 Page I of 1 Phase Vehicle Basic Timing Data Dale 12/18/2007 Time 10:09:41 Intersection Name US41 L Collier Blvd Source Database Phase 1 2 3 4 5 6 7 g Minimum Green 7 20 7 15 7 20 7 15 Passage 3.0 5.0 3.0 4.0 3.0 5.0 3.0 4.0 Maximum 1 10 40 25 30 10 40 25 30 Maximum 2 0 0 0 0 0 0 0 0 Yellow Change 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Red Clearance 1.5 1.5 1.5 2.0 1.5 1.5 1.5 2.0 Phase 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 Passage 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maximum 1 0 0 0 0 0 0 0 0 Maximum 2 0 0 0 0 0 0 0 0 Yellow Change 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Red Clearance 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Page I of 1 Agenda Item No. 10C October 27, 2009 Page 74 of 330 Page I of 1 Phase Vehicle Basic Timing Data Date 1218.2007 Time 10.05:04 Collier ld Davis Blvd Intersection Name Source Database Phase 1 2 3 4 5 6 7 S Minimum Green 7 20 7 7 7 20 7 7 Passage 6.0 30 6.0 3.0 6.0 3.0 3.0 3.0 Maximum 1 20 45 50 20 20 45 25 50 Maximum 2 30 50 30 30 30 50 30 30 Yellow Change 4.0 4.5 4.0 4.0 4.0 4.5 4.0 4.0 Red Clearance 1.0 2.0 1.0 1.0 1.0 2.0 1.0 1.0 Phase 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 Passage 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maximum 1 0 0 0 0 0 0 0 0 Maximum 2 0 0 0 0 0 0 0 0 Yellow Change 3.0 3.0 10 3.0 3.0 3.0 3.0 3.0 Red Clearance 0.0 0.0 0.0 0.0 0.0 QO 0.0 0.0 Page I of 1 Agenda Item No. 10C October 27, 2009 Page 75 of 330 Phase Vehicle Basic Timing Data Date 12,'l Si2007 Time 10:07:58 Intersection Name Source 9 Pine Ridge iN Collier Blvd Database 11 12 13 14 15 Phase 1 2 3 4 5 6 7 8 Minimum Green 7 20 12 8 7 20 12 8 Passage 3.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 Maximum 1 25 50 25 30 20 50 20 30 Maximum 2 0 0 0 0 0 0 0 0 Yellow Change 4.0 5.0 4.0 4.0 4.0 5.0 4.0 4.0 Red Clearance 2.0 10 2.0 2.0 2.0 2.0 2.0 2.0 Phase 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 Passage 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maximum 1 0 0 0 0 0 0 0 0 Maximum 2 0 0 0 0 0 0 0 0 Yellow Change 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Red Clearance 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Page I of I Agenda Item No. 10C October 27, 2009 Page 76 of 330 Pape I of I Phase Vehicle Basic Timing Data Date 1218/2007 Time 10:02:28 Collier (a Golden Gate Blvd Intersection Name Source Database Phase 1 2 3 4 5 6 7 a Minimum Green 6 20 0 0 0 20 0 6 Passage 5.0 6.0 0.0 0.0 0.0 6.0 0.0 4 0 Maximum 1 25 50 0 0 0 50 0 30 Maximum 2 45 40 0 0 0 40 0 30 Yellow Change 4.0 4.0 3.0 3.0 3.0 4.0 3.0 4.0 Red Clearance 1.0 2.0 0.0 0.0 0.0 2.0 0.0 2.0 Phase 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 Passage 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maximum 1 0 0 0 0 0 0 0 0 Maximum 2 0 0 0 0 0 0 0 0 Yellow Change 3.0 3.0 3.0 3.0 3.0 3 0 3.0 3.0 Red Clearance 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pape I of I Agenda Item No. 10C October 27, 2009 Page 77 of 330 Phase Vehicle Basic Timing Data Date 1211R/2007 Time 10:04:03 Intersection Name Source 9 Collier <d, Green Blvd Database 11 12 13 14 15 Phase 1 2 3 4 5 6 7 S Minimum Green 7 20 0 0 0 20 0 10 Passage 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Maximum 1 12 60 25 35 25 60 25 30 Maximum 2 25 50 30 50 30 50 30 50 Yellow Change 3.5 4.5 4.0 4.0 4.0 4.5 4.0 4.0 Red Clearance 1.0 1.5 1.0 1.0 1.0 1.5 1.0 1.0 Phase 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 Passage 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maximum 1 0 0 0 0 0 0 0 0 Maximum 2 0 0 0 0 0 0 0 0 Yellow Change 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Red Clearance 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Page I of I Agenda Item No. 10C October 27, 2009 Page 78 of 330 Page I of 1 Phase Vehicle Basic Timing Data Date 121 19,2007 Time 10.05:57 Intersection Name Collier (-w Lely Cultural Pkwy Source Database Phase 1 2 3 4 5 6 7 B Minimum Green 7 20 7 7 7 20 0 7 Passage 10 4.0 2,0 3.0 2.0 4.0 0.0 3.0 Maximum 1 20 60 20 25 20 60 0 25 Maximum 2 0 0 0 0 0 0 0 0 Yellow Change 4.0 5.0 4.0 4.0 4.0 5.0 3.0 4.0 Red Clearance 1.0 2.0 1.0 2.0 1.0 2.0 0.0 2.0 Phase 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 Passage 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maximum 1 0 0 0 0 0 0 0 0 Maximum 2 0 0 0 0 0 0 0 0 Yellow Change 3.0 3.0 3.0 10 3.0 3.0 3.0 3.0 Red Clearance 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Page I of 1 Programmed EPAC Data Intersection Name: Collier C' Interstate 75 North Intersection Alias: 951(a1I75N Agenda Item No. 10C October 27, 2009 Page 79 of 330 12,'27/24)0 2:41:37PM ,recess t o0c:'"I" t. nammci: 4a \auress; Revision: 3.33b Startup Time: 5sec Startup State: Flash Access Data Auto Ped Clear: No Stop Time Reset: No Alternate Sequence: 0 105 Input Output :1AC connector Output Modes: 0 Punt _' COMM 19200 Baud Phase Data 2 I Ring I Ring I • connector Input Modes: 0 Pon 3 Comm 19200 Baud N chiral Bavie Timines • connector Umput Modes: 0 Vehical Den,nv Tinj nt Time B4 Cars I imC Tu Phase Niin 6 i Pnssage MaxI Max2 Yellow All Red Addcd Initial Max Initial Reduction Before Reduce him Gap 1 15 8.0 60 83 4.0 1.0 0.0 0 0 0 0 0.0 2 20 4.0 45 83 4.0 2.0 0.0 0 0 0 0 0.0 4 9 4.0 25 47 4.0 2.0 0.0 0 0 0 0 0.0 6 20 4.0 45 83 4.0 2.0 0.0 0 0 0 0 0.0 Peckstri:m Timin¢ Extended Actuated 4merol Control 2.0 2.0 2.0 Ped Flashing Ped Rest Non -Act Veh Ped Recall Non Dual last No Car Conditional Simultaneous Phase Walk Clear Walk Clear in Walk Initialize Response Recall Recall Delay Luck Entry Passage Service Gap Out 1 0 0 No 0 No Inactive None None None 0 Yes No No No No 2 0 0 No 0 No Green NonActl Min None 0 Yes No No No No 4 0 0 No 0 No Inactive None None None 0 Yes No No No No 6 0 0 No 0 No Green NonActl Min None 0 Yes No No No No Special Sequence 0 Vehical Detector Phase Assignment 0 0 Default Data 0 0 0 0 0 0 0 Assigned Phase Mode Switched Phase Extcnd Delay Vehical Detector Channel :2 1 Veh 0 0.0 0 Vehical Detector Channel :3 2 Veh 0 0.0 0 Default Data Pede,thun Detector Special Detector Phuse Assignment Assign Switched Assign Switched Phase Mode phase Extend Delay Phase Mode Phase Ezlend Delay Default Data Default Data Unit Data General Control A Flash Startup Time: 5sec Startup State: Flash Red Revert- 4sec Auto Ped Clear: No Stop Time Reset: No Alternate Sequence: 0 A BC' connector Input Modes: 0 Input Output :1AC connector Output Modes: 0 Ring Respons Selection 2 I Ring I Ring I • connector Input Modes: 0 2 Ring 2 Ring 2 • connector Umput Modes: 0 3 None None Red 4 None None Remote Flash A Flash Flash Test A - Flash Yes Channel Color Altcmat H 1 Red No Flash Flash 2 Yellow No Entry Exit Trail Green 0 0 Phase Phase Phase 4 Red Yes 2 No Yes 6 Yellow No 4 Yes No 0 0 0 6 No Yes 0 Trail Yellow 4.0 Ch erlaps Overlaps A B C D E F 0 H 1 J K L M, N 0 P Phase(s) Page I of 7 A B C D E F Ci H I J K L M N 0 P Trail Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Trail Yellow 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Trail Red 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 '.0 2.0 2.0 Plus Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minas Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page I of 7 Agenda Item No. 10C October 27, 2009 Page 80 of 330 R:ng 1311 Port Message Phase(,) Status Next 0 I 3 4 5 t. ' 8 9 10 II 12 13 14 15 I(1 Phase Ring Phase _ 1 2 3 4 1 1 3 3 9 10 11 12 13 14 15 16 I 1 ? Y. 5 5 7 7 2 2 4 4 Ph.2 Veh 3 c a 6 6 8 8 5 6 7 8 3 - Ph.3 RYG 1 PhA Veh 4 4 - PhA RYG 4 6 2 7 5 - Ph.5 RYG 5 Ph.6 Veh 6 Alternate Sequences Alternate Sequences Phase Pains) No Alternate Sequences Programmed Port I Data 1311 Port Message Addr Status 40 0 Used No I Used No 8 Used No 16 Used No 18 Used No Channel Assignment Dial /Split Cycle General Coordination Data I; l 85 Operation Mode: [=Auto Offset Mode: 0--Beg Gm Manual Dial: 1 Control Channel Hardware Pin Set Control Channel Hardware Pin Set Control Channel Hardware Pin Set Ph.I Veh 1 I - Ph.l RYG 1 Ph.2 Veh 2 2 - Ph.2 RYG 2 Ph.3 Veh 3 3 - Ph.3 RYG 3 PhA Veh 4 4 - PhA RYG 4 Ph.5 Veh 5 5 - Ph.5 RYG 5 Ph.6 Veh 6 6 - Ph.6 RYG 6 Ph.7 Veh 7 7 - Ph.7 RYG 7 Ph.8 Veh 8 8 - Ph.8 RYG 8 Ph.2 Ped 9 10 - Ph.2 DPW 10 PhA Ped 10 12 - PhA DPW 12 Ph.6 Ped 11 14 - Ph.6 DPW 14 Ph.8 Ped 12 16 - Ph.8 DPW 16 Ph.1 OLP 13 17 -Ph. I RYG 17 Ph.2 OLP 14 18 - Ph.2 RYG 18 Ph.3 OLP 15 19 - Ph.3 RYG 19 Ph.4 OLP 16 20 - PhA RYG 20 Ph.I Ped 17 9 - Ph.1 DPW 9 Ph.3 Ped 18 11 - Ph.3 DPW I 1 Ph.5 Ped 19 13 - Ph.5 DPW 13 1 Ph.7 Ped 20 15. Ph.7 DPW 15 Coordination Data Dial /Split Cycle General Coordination Data I; l 85 Operation Mode: [=Auto Offset Mode: 0--Beg Gm Manual Dial: 1 2/1 130 Coordination Mode: O= Permissive Force Mode; I =Cvcle M Manual Split: 1 3/1 ISO Maximun Mode: 0--Inhibit Max Dwell Time: 0 Manual Offset: l 31 160 Correction Mode: 2 =Short Way Yield Penod: 0 3!4 180 4/1 170 4,2 170 Page 2 of 7 Agenda Item No. 10C October 27, 2009 Page 81 of 330 snit Tinic, and Phase Nlodc Dial I "phi I Ph. Splits Ph. \lode Ph. Splits Ph. Mode Ph. Splits Ph. Mode Ph. Splits Ph. llode 1 31 O= Actuated 2 36 I— Coordinate 4 I8 O= Actuated 6 67 1= Coordinate Dial: `plil I Ph. Splits Ph. Mode Ph. Splits Ph. Mode Ph. Splits Ph. Mode Ph. Splits Ph. `lode 1 45 O= Actuated 2 53 1= Coordinate 4 32 D= Actuated 6 98 1- Coordinate Dial ? Split I Ph, Splits Ph. \lode Ph. Splits Ph. Mode Ph, Splits Ph. Mode Ph. Split, Ph. Made 1 55 O =Actuated 2 55 I= Coordinate 4 40 0--Actuated 6 121 1--Coordinate Dial 3 Split 3 Ph. Split, Ph. Mode Ph. Splits Ph. Mode Ph. Splits Ph. Mode Ph. Split, Ph. Mode 1 48 (3--Actuated 2 75 1=Coordinate 4 37 (1=Actuated 6 123 1-Coordinate Dial 1 1 1plit 4 Ph. Splits Ph. Mode Ph. Splits Ph. Mode Ph. Splits Ph. Mode Ph. Splits Ph. Mode 1 70 O= Actuated 2 73 1 = Coordinate 4 37 O= Actuated 6 143 1-Coordinate Dial 4 ; Split I Ph. Splits Ph. Mode Ph. Splits Ph. dude Ph. Splits Ph. Mode Ph. Splits Ph. Mode 1 78 &--Actuated 2 61 I=Coordinate 4 31 0--Actuated 6 139 1- Coordinate Dial 4 Split 2 Ph. Splits Ph. Mode Ph. Splits Ph. Mode Ph. Splits Ph. 'hide Ph. Splits Ph. Mode 1 49 O- Actuated 2 80 1— Coordinate 4 41 0= Actuated 6 129 1= Coordinate Traffic Plan Data Plan: I /111 Offset Time: 44 All. Sequence: 0 Mode: O= Normal Rg'_ Lag Time: 0 Rg 3 Lag Time. 0 Rg 4 Lag Time: 0 Platt: 2/1/1 OR ct'rimc: 51 Alt. Sequence: 0 Mode: 0--Normal Rg'_ Lag rime: 0 Rg 3 Lag Time: 0 Rg 4 Lag Time: 0 Plan: 3/1/1 OITset Time: 50 Alt. Sequence: 0 Mode: O=Normal Rg 2 Lag Time: 0 Rg 3 Lag Time. 0 Rg 4 Lag Time: 0 Plan: 3/311 Offset Time: 47 Alt. Sequence: 0 Mode. D= Normal Rg 2 Lag Time: 0 Rg 3 Lag Timc: 0 Rg 4 Lag Time: 0 Plan: 3/4/1 Offset Time: 47 All, Sequence: 0 Mode: 0--Normal Rg 2 Lag Time 0 Rg 3 Lag Time: 0 Rg 4 Lag Time: 0 Plan: 4/111 Offset Time: 60 Alt. Sequence: 0 Mode: 0--Normal Rg 2 Lag Time. 0 Rg 3 Lag Time: 0 Rg 4 Lag Time: 0 Plan: 4/2/1 OlT,et Time: 80 Alt. Sequence: 0 Mode: O= Normal Rg 2 Lag Time: 0 Rg 3 Lag Timc: 0 Rg 4 Lag Time: 0 Local 'TBC Data Source Equate Days Start of Daylight Saving Month: 3 Week: 2 Cycle Zero Reference Hours: 24 Min: 0 Day 1 2 3 4 5 6 7 End of Daylight Saving Month: 11 Week: 1 2 3 4 5 6 0 0 0 Page 3 of 7 iaf is Data Event Day Time DS/0 dash I 1 0:1 0'0/4 2 1 8:0 11111 3 1 10:0 2/1!1 4 l 22,30 0/014 5 2 0:1 WW4 6 2 6:0 3/3,1 7 2 7:30 34'1 8 2 9:15 3/1/1 9 2 15:0 4 11,'I 10 2 17:0 4i2JI 11 2 18:0 7_11/1 12 2 19:0 I /111 13 2 22:0 0 1014 14 7 0:1 01014 15 7 6:30 l/l /1 16 7 9:30 2 /1 /1 17 7 19:0 1111 /1 18 7 23:0 0,10/4 AUX. Eyruts Program Aux Ouputs Event Day Hour Min. 1 _ 3 Delilult Data - No Sp Special Functions Function Special Function 1 Special Function 2 Special Function 3 Special Function 4 Special Function 5 Special Function 6 Special Function 7 Special Function 8 Page 4 of 7 ial Dav st or Week(s) PHASE FUNCTION Del. Del. Del. Diag. Rpt. MultlOO Special Function Outputs DI D2 D3 Dimming 1 2 3 4 5 6 7 8 SFI SF2 SF3 SF4 SFS SF6 SF7 SF8 Agenda Item No. 10C October 27, 2009 Page 82 of 330 Agenda Item No. 10C October 27, 2009 Page 83 of 330 Phase t cacti „n Preempt Timers Non Link to Flear select d Track Del! Return �Pd Phase Function Map Phase l Max2 PH PF2 PF3 PF4 PF5 PF6 PF7 PFR PF9 7X ❑ ❑❑ F-1 ❑ El 7 ❑ PF10 ❑ PFII ❑ PF12 ❑ PF13 ❑ PF14 ❑ PFIS ❑ PF16 F Phase 2 Max2 ❑ ❑ ❑❑ T-1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Phase 3 Max2 a ❑ ❑X ❑ ❑ ❑ F-] ❑ ❑ r-] ❑ ❑ ❑ F-1 ❑ o Phase 4 Max2 7 ❑ ❑F� ❑ F� F-1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Phase 5 Max2 El F1 ❑ ❑ r--x] FI ❑ F� ❑ El a ❑ ❑ ❑ ❑ 0 Phase 6 Max2 ❑ ❑ ❑❑ ❑ ❑X ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o Phase 7 Max2 ❑ ❑ ❑ ❑ ❑ ❑ 7 ❑ ❑ ❑ ❑ F� ❑ ❑ ❑ ❑ Phase 8 Max2 F"I ❑ ❑❑ [:17 ❑ F] ❑ ❑ ❑ ❑ � ❑ ❑ ❑ Overlap A Omit ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ❑ ❑ ❑ ❑ Duntning Data Channel Red Yellow C reen Alternate ❑ ❑ ❑❑ Dcrauli Data - No Dimming Programmed Preemption Data " General Preemption Data Ring Min Gni Walk Tinrc 1 10 2 10 3 10 4 10 Flash > Preepmt 1 Preepmt 2 = Preempt 3 Preeprm 4 = Preempt 5 Precpmt 1 > Preempt 2 Preepmt 3 = Preempt 4 Preepmt 5 - Preempt 6 S Preempt Timers Non Link to Flear select d Track Del! Return �Pd Locking Precmot Uclay Extend Duration MaxC'all Ltkk Out Yet Red Grn Ped Y'el ReJI Greens C'Icar Yet Red t I No 0 0 0 0 0 0 8 4.0 2.0 10 8 4.0 2.0 10 8 4.0 2.0 2 No 0 0 0 0 0 0 8 4.0 2.0 10 8 4.0 2.0 10 8 4.0 2.0 3 No 0 0 0 0 0 0 8 4.0 2.0 10 8 4.0 2.0 10 8 4.0 2.0 4 No 0 0 0 0 0 0 8 4.0 2.0 10 8 4.0 2.0 10 R 4.0 2.0 5 No 0 0 0 0 0 0 8 4.0 2.0 10 8 4.0 2.0 10 R 4.0 2.0 6 No 0 0 0 0 0 0 8 4.0 2.0 10 8 4.0 2.0 10 8 4.0 2.0 Piecnipl I Prcampl 2 Preempt i Preetnpl4 Preempt t Prermpi 6 Exit Exit Exit Exit Exil Exit Exit Exit Exit Exit Exit Exit Phase Phasc (':Jls Phase Phase Calls Phase Phase Calls Phase Phase Calls Phase Phase Calls Phase Phase Calls Page 5 of 7 Agenda Item No. 10C October 27, 2009 Page 84 of 330 Priority I imcrs eau t ata Preempt 2 �'ehtcal Phases Priority Nun - Locking Delay E xtend Duration Dwell flax Call Lo,.k -t)ut Skip Phases I No 0 0 0 0 0 0 0= Do not Skip Phases 2 No 0 0 0 0 0 0 O =Do not Skip Phases 3 No 0 0 0 0 0 0 O =Do not Skip Phases 4 No 0 0 0 0 0 0 O-Do not Skip Phases 5 No 0 0 0 0 0 0 O =Do not Skip Phases 6 No 0 0 0 0 0 0 O -Do not Skip Phases Priority I Priority ' Priority 3, Priontx a Pruxiiy ' Prioritt 6 I sit Exit Exit l�.xit I -.xit I`xu 1-ml Fait Exit Lxit Lxit Exit Phasic Phase Calls Phasc Phase Calls Phasc Phase Calls Phase Phasc Calls Phase Phase C ills Phase Phase Calls Preempt I \'chiral Phases Ph. Track Dwell C'wcle Pedcstriau Ph;i,cs Ph Track Dwell Cvcle Default Data rn crlaps Ov ID Track Dwell Cycle D f 1 D• Default Data eau t ata Preempt 2 �'ehtcal Phases Pcdcslrian Phases Oscrlaps Ph. Track Dwell C'xc[e Ph Track Dwell C vcle OvID. Track Dwell Cvcle Default Data Default Data Default Data Preempt Vchical Phases Pedestrian Phases (hcrlap, Ph. Track Dwell C'vc)c Ph. 'track Dwell Cycle OvID. Track Dwell C ycle Default Data Default Data Default Data Preempt 4 vehical Phases Pedestrian Phasc: Chcrlaps Ph. Track [)well Cycle Ph. Track [)well C ycic Ovin. Track Dwell C ycic Default Data Default Data Default Data Preempt 5 Vehtcal Phases Prdcwrian Phases Overlaps Ph. Track Dwell Cycle Ph. Track Dwell C'vcle OVID. Track Dwell Cycle Default Data Default Data Default Data Prccmpt 6 Vehicaf Phases Pedestrian Phases Overlaps Ph. 'track Dwell Cycle Ph. Track Dwell Cycle OVID, Track Dwelt Cycle Default Data Default Data Default Data System / Detectors Data Local Critical Alarms Revcri to Backup: 15 Ist Phone: Local Free: No Cvcle Failure: No CLK)rd Failure: No Conflict Flash: No Remote Flash: No 'nd Phone: Local Fash. No Cycle Fault No C,Wfd Fault: No Premptiun. No voltage %tonitor. No )penal Status I: No Special Status 2: No Special Stains 3 No Special Status d: No Special Status is No Special Stave. 6: No Traffic RcNptrn.ixe System Detector ANmize Occupancy Min Queue I System %k'cight Queue Svstem Wctcht Detector Channel veh l lr rimetminO Correction 10 Volume "' Detectors Detectors Factor Detectors Detectors Factor Default Data Default Data Default Data Page 6 of 7 Sample Interval: Vchical Detector Dia"'noslic Valuc tl Max No Erratic Detector Presence Activity Count Default Data - Diag 0 Values Pedc,lmot [Mector Diagnostic Value 1) tax No Erratic Detector Presence Activity Count Default Data - No Diag 0 Values Sneed Trap Data Speed Trap: Measurement: Detector 1 Detector 2 Distance: Default Data Volume Detector Data Report Interval Volume Controller Detector Detector Number Channel Default Data Page 7 of 7 Queue: I Input Selection: O= Average Detector Failcd Levcl : 0 Queue: 2 Input Selection: O= Average Detector Failed Level : 0 Vehical Detector Diagnostic Value Max No Erratic Detector Ptewnce Activity Count Default Data - No Diag 1 Values Pedeitrian Detector Diagnostic Value I Max No Lrratic Detector Presence Activity Count Default Data - No Diag I Values DiaLSplit/Offsc Default Dats Agenda Item No. 1OC October 27, 2009 Page 85 of 330 Quette Levcl linter Leave Dial Split OtTaet Default Data Spccial Detector Diagnostic ``'aluc 11 \1:+x No Lrratic Detector Pre.cnce Activity ('aunt Default Data - No Diag 0 Values Special Detector Diagnostic Value I %tax No Erratic Detector Presence Activity Count Default Data - No Diag 1 Values Speed Trap Speed Trap Low Treshold I livh Treshold Agenda Item No. 10C October 27, 2009 Page 86 of 330 Unit Data General Control Programmed E PAC Data Flash 12'27,'200 Red Revert: 4sec Auto Ped Clear: No Stop Timc Reset: No Ahcmate Sequence: 0 2:43 '2PM Intersection Name: Collier r Interstate 75 South Intersection Alias: 951C175S ABC connector Output ModeS: 0 Access cmic: 9999 Channel- 46 Address: Revision 3.33b Red Access Data rt 2 C,anm 19 00 Baud 2 Ring 2 I10 D connector Output Modes 0 3 None F'p',,,rx3(o 2.0 Phase Data None 10 2 -0 nan 19200 Baud Vehical Ra <nc T.tntnc, ehtr.tl nen,ii, l ,rung+ Timc B4 Cars Timc lo Phase 'vhn (irn Passage %laxI Max2 Yellow All Rcd lddedlnitial Max_Inuml Reduction Before Rcducc Min (iap 2 20 6.0 80 0 4.5 1.5 OA 0 0 0 0 0.0 3 10 4.0 25 0 4.0 10 0.0 0 0 0 0 0.0 4 10 4.0 30 0 4.0 10 0.0 0 0 0 0 0.0 Pedcsn'i.a, Tinting Extended Actuated ieocral ( ronrol 0 Ati.celkmeui's No Ped Flashing Ped Rest Non -:Act Veh Ped Recall Non Dual Last Car Conditional Simultaneous Phase Walk (']ear walk (dear in Walk IninaliLe Response Recall Recall Delay Luck Entry Passage Service Gap Out 2 0 0 No 0 No Green None Min None 0 Yes No No No No 3 0 0 No 0 No Inactive None None None 0 Yes No No No No 4 0 0 No 0 No Inactive None None None 0 No No No No No Special Sequence Vchrcal Detector Phase A,signment Default Data Assigned Switched Phase Mode Phase Lxtend Delav Vehical Detector Channel :5 2 Veh 0 0.0 0 Vehical DelectorC'hannel 6 2 Veh 0 0.0 0 Vehical Detector Channel .9 4 Veh 0 0.0 0 Prde,tran Detect +r Special Deiecior Phase Assignment Default Data :Assign Switched Phase Mode Phase Extend Delay Unit Data General Control A Flash Startup Time: 5sec Startup Stare: Flash Red Revert: 4sec Auto Ped Clear: No Stop Timc Reset: No Ahcmate Sequence: 0 ABC connector Input Modes: 0 Input Output ABC connector Output ModeS: 0 Ring Rc5pons Selection Red I Ring 1 Ring I D connector Input Modes: 0 2 Ring 2 Ring 2 D connector Output Modes 0 3 None None 2.0 4 None None Default Data Remutc Flash A Flash Flash Test A = Flash Yes Channel Color Alternat 0 2 Yellow No Flash Flash 3 Red Yes Entry Exit 4 Red Yes Phase Phase Phase Trail Red 2.0 2.0 2 No Yes 2_.0 10 2 -0 3 Yes No 0 0 0 (h erlaps Overlaps A B C D E F G H l 1 K L M N O P Phase(,) 3 4 4 Page I of 7 6 A B C D E F frail Green 0 0 0 0 0 0 Trait Yellow 4.0 4.0 4.0 40 4.0 4.0 Trail Red 2.0 2.0 10 2_.0 10 2 -0 Plus t ircen 0 0 0 0 0 0 Alums Green 0 0 0 0 0 0 Page I of 7 6 H I 1 K L M N O P 0 0 0 0 0 0 0 0 0 0 4.0 4.0 40 4.0 40 4.0 4.0 4.0 4.0 4.0 2 .0 2.0 2.0 '_A '_A 2.0 2.0 2.0 2.0 2.0 0 0 0 0 0 0 0 0 o n 0 0 0 0 0 0 0 0 0 0 Agenda Item No. 10C October 27, 2009 Page 87 of 330 Ring Phuset s 1 Nett 1 _ 3 4 5 n 9 lu II I' 13 14 IS 16 Phase Ring Ph:ac 2 3 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 I u , 3 I 4 ? 4' 4 I 2 ° C. Alternate Seyucnce, Alternate Sequences Phase Pair(s) No Alternate Sequences Programmed Purt I Data Cycle BBL Pnrt Message Addr Statue 40 0 Used No I Used No 8 Used Nu 16 Used No 18 Used No hannel Assignment Control Channel Hardware Pin Set Control Channel Hardware Pin Set Control Channel Hardware Pin Set Ph.2 Veh 2 2 - Ph.2 RYG 2 1 Ph.3 Veh 3 3 - Ph.3 RYG 3 PhA Veh 4 4 - PhA RYG 4 Ph.1 OLP 13 17 - Ph.I RYG 17 Ph? OLP 14 18 - Ph.2 RYG 18 I Ph.3 OLP 15 19 - Ph.3 RYG 19 PhA OLP 16 20 - PhA RYG 20 Coordination Data General Cuurdination Daut Operation Mode. l =Auto Courdination Mode: O— Permissive Maximun Mode: 0--inhibit Correction Mode: 2 =Short Way Page 2 of 7 Offset Mode: 0-- Beg Gm Force Mode: O =Plan Max Dwell Timc: 0 Yield Period: 0 Manual Dial: I Manual Split: I Manual Orrset: 1 Dial /Split Cycle 1,1 85 2l1 130 3/1 150 3i3 160 3i4 180 4(1 170 4;2 170 Agenda Item No. 10C October 27, 2009 Page 88 of 330 Split Timc; anLI 1'hasr Mfid,� Dial I "phi I ph, Splus I'll. Mode Ph. Splits Ph. Mode Ph. Splits Ph. \dude Ph. Splits Ph. Mode 2 39 I = Coordinate 3 16 O= Actuated 4 30 O- Actuated Dial 2 SPlit I Ph. Splits Ph .\lode Ph. Splits Ph. Mode Ph. Sp!its Ph. %lode Ph. Splits Ph. \lode 2 63 1= Coordinate 3 29 O- Actuated 4 38 0-Actuated Dial 3. Split I Ph. Split; Ph. Mode Ph. Splits Ph 'Mode Ph. Splits Ph Mode Ph. Split.: Ph..41ode 2 86 1= Coordinate 3 26 0-Actuated 4 38 O=Actuated Dial .' Split 3 Ph. Splits Ph. Mode Ph. Splits Ph. Mode Ph. Splits Ph. \Buie Ph. Splits Ph. %lode 2 70 I =Coordinate 3 35 O= Actuated 4 55 D=Acruated Dial 3 ',plil -1 Ph. Splits Ph. Mode Ph. Splits Ph Mime Ph. Splits Ph. Mode Ph. Splits Ph. \lode 2 77 1- Coordinate 3 25 O= Actuated 4 78 ()=Actuated Dial 4 Split I Ph. Splits Ph. Mode Ph. Splits Ph. Mode Ph, Splits Ph. Muds Ph. Splits Ph. Mode 2 93 1= Coordinate 3 31 (I-Actuated 4 46 D= Actuated Dial 4 , Split 2 ph. Splits Ph. Mode Ph. Splits Ph. Mode Ph. Splits Ph..blode Ph. Splits Ph. Mode 2 85 1= Coordinate 3 26 0-Actuated 4 59 O= Actuated Traffic Plan Data plan: 1 /1 /1 Offset Time 48 Alt, Sequence: 0 Mode. 0--Normal R_ 2 Lag Time: 0 Rg 3 Lag Time: 0 Rg 4 Lag Time: 0 Plan: 2/1/1 Offset Time: 70 Alt. Sequence: 0 Mode: 0--Normal Rg '_ Lag Time 0 Rg 3 Lag Time: 0 Rg 4 Lag l ime 0 Plan: 31111 Offset Time: 146 Alt. Sequence: 0 Mode: 0-Normal Rg 2 Lag Time: 0 Rg 3 Lag Time: 0 Rg 4 Lag Time 0 Plan: 313/1 Offset 7 ime: 109 Alt. Sequence 0 Mode. 0--Normal Re 2 Lag Time: 0 Rg 3 Lag Time: 0 Rg 4 Lag Time. 0 Plan: 3/4/1 Offset Time: 109 Alt. Sequence 0 Mode 0--Normal Re 2 Lag Time 0 Rg 3 Lag Time: 0 Rg 4 Lag Time: 0 Plan: 4/1/1 Offsct'rime: 45 Alt. Sequcncc: 0 Mode: O= Normal Rg '_ lag Time 0 Rg 3 Lac Time 0 Rg 4 Lag Time: 0 Plan: 4/2/1 Offset Time: 66 Alt. Sequence: 0 Mode O= Normal Rg 2 Lag Time 0 Rg 3 Lag Time 0 Rg 4 Lag Time: 0 Local TBC Data Sourer Equate Days Start of Daylight Saving Month: 3 Week: 2 Cycle Lem Retirence Hours: 24 Min: 0 Day 1 2 3 4 5 6 7 End of Daylight Saving Month: 11 Week: 1 2 3 4 5 6 0 0 0 Page 3 of 7 I rt Ill c I)ata Event Day Time DD /S10 flash 1 1 0:1 010;4 2 I 8:0 I/I /l 3 1 10:0 2/111 4 1 22:30 01014 5 2 0:1 0/0,4 6 2 6:0 3/3/1 7 2 7.30 31411 8 2 9:15 RIM 9 2 15:0 4 /1,11 10 2 17:0 412/1 11 2 18:0 21111 12 2 19:0 VIM 13 2 22:0 010/4 14 7 0:1 0/0/4 15 7 6:30 Ill /1 16 7 9:30 2/111 17 7 19:0 I /1 /I 18 7 23:0 0/0/4 AU.N. E-,rnt, Program Aux Oupuls Event Day Hour ;tin. 1 2 3 Defaull Dam- No Stxcial Dayisl or ti'eek(s) Special Func ions Function Special Function I C Special Function 2 C Special Function 3 C Special Function 4 C Special Function 5 C Special Function 6 C Special Function 7 C Special Function 8 r Page 4 of 7 PHASE FUNCTION Det. Det. Det. Diag. Rpt. blultl00 Special FunctionOutputS DI D2 D3 Dimming 1 2 3 4 5 6 7 8 SFI SF'_ SF3 SF4 SF5 SF6 SF7 SF8 Agenda Item No. 10C October 27, 2009 Page 89 of 330 Agenda Item No. 10C October 27, 2009 Page 90 of 330 I'h.Isc Function Preempt Timers 26 4.5 2.0 0 Non- Link to 2.0 Phase Function Map Phase I Max'_ PH PF2 PF3 PF4 PF5 PF6 PF7 PF8 PF9 X❑ ❑❑ ❑❑ 7 ❑ ❑ PF10 ❑ PFII ❑ PF12 ❑ PF13 ❑ PF14 ❑ PF15 ❑ PF16 ❑ Phase 2 Max2 ❑ ❑K ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Phase 3 Max2 ❑ ❑ ❑X ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Phase 4 Max_' ❑ ❑ ❑a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Phase 5 Max2 ❑ OF ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Phase 6 Max2 ❑ F ❑❑ ❑ M❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Phase 7 Max2 ❑ ❑ ❑❑ ❑ ❑ 7 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Phase 8 Max2 ❑ ❑ ❑❑ ❑ 1:10 a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Overlap A Omit ❑ ❑ ❑❑ ❑ ❑ 1:11-1 D ❑ ❑ ❑ ❑ ❑ ❑ ❑ Dinniiing Data Channel Red Yellow Grcen Alternate ❑ ❑ ❑ ❑ Default Data - No Dimming Programmed Preemption Data General Preemption Data Ring Min Grn W alk Timc 1 7 2 7 3 7 4 7 Flash > Preepmt I Preepmt 2 = Preempt 3 Preepmt 4 = Preempt 5 Preepmt 1 > Preempt 2 Preepmt 3 = Preempt 4 Preepmt 5 = Preempt 6 n Preempt Timers 26 4.5 2.0 0 Non- Link to 2.0 30 0 4.5 Lucking Preempt Delay Extend Duration I No 0 0 0 0 2 No 0 0 0 0 3 No 0 0 0 0 4 No 0 0 0 0 5 No 0 0 0 0 6 No 0 0 0 0 Page 5 of 7 Select Return Track Ped Dwell I Ped MaxC'all Lock-Out Clear Yel Rrd Grn Ped Yel Red Green car Yel Red 180 0 26 4.5 2.0 0 0 4.5 2.0 30 0 4.5 2.0 180 0 26 4.5 2.0 0 0 4.5 2.0 30 0 4.5 2.0 180 0 26 4.5 2.0 0 0 4.5 2.0 30 0 43 2.0 190 0 1_6 4.5 2.0 0 0 4.5 2.0 30 0 4.5 2.0 0 0 8 4.0 2.0 10 8 4.0 2.0 10 8 4.0 2.0 0 0 8 4.0 2.0 10 8 4.0 10 10 8 4.0 2.0 Agenda Item No. 10C October 27, 2009 Page 91 of 330 Prccmpl I Preempt 2 Prccngn 3 Priority Nun - Locking Delay I:xd Lxu Dwell Exit lixil Skip Phases h.xit I:xil Phase Phase Calls Phase Phase Calls Phase Pliasc ( alls L No Yes 1 No Yes I No Yes 2 Yes Yes 2 No Yes 2 Yes Yes 3 No Yes 3 No Yes 3 No Yes 4 No Yes 4 Yes Yes 4 No Yes 5 No Yes 5 No Yes 5 No Yes 6 Yes Yes 6 No Yes 6 Yes Yes 7 No Yes 7 No Yes 7 No Yes 8 No Yes 8 Yes Yes R No Yes Agenda Item No. 10C October 27, 2009 Page 91 of 330 Priority "rimcrs Prccmpl i Prccnipl 5 Prccmpl o Priority Nun - Locking Delay Lxit l {xil Dwell I'. \It I..x it Skip Phases I'.xit Exit Phase Phase Calls Phase Phase Calls Phase Phase Calls 1 No Yes 1 No Yes ► No Yes 2 No Yes 2 No Yes 2 No Yes 3 No Yes 3 No Yes 3 No Yes 4 Yes Yes 4 No Yes 4 No Yes 5 No Yes 5 No Yes 5 No Yes 6 No Yes 6 No Yes 6 No Yes 7 No Yes 7 No Yes 7 No Yes 8 Yes Yes 8 No Yes 8 No Yes Priority "rimcrs Priority Nun - Locking Delay Extend Duration Dwell Max Call Lock -out Skip Phases I No 0 0 0 0 0 0 O =Do not Skip Phases 2 No 0 0 0 0 0 0 O °Do not Skip Phases 3 No 0 0 0 0 0 0 O -Do not Skip Phases 4 No 0 0 0 0 0 0 0--Do not Skip Phases 5 No 0 0 0 0 0 0 O =Do not Skip Phases 6 No 0 0 0 0 0 0 O =Do not Skip Phases Priority 1 Priority 2 Priority 3 Priority 4 Priority i Priority 6 Exit Exit Exit Exit Exit Exit Exit Exit Exit Exit Exit Exit Phase phase Calls Phase Phase Calls Phase Phase Calls Phase phase Calls Phase Phase Calls Phase Phase Calls Preempt I Vchical Phases Pedc,trian Phases Overlaps Ph. Track Dwell Cycle Ph Track Dwell Cycle OVID Track [)well Cycle I Red Green No 6 Red Green No Default Data Default Data Preempt'_ Pedestrian Phases (herla Vehic.it Phases Ph. Track Dwell Cycle ell OVID. Track Dwell Cycle Ph. Truk Dwell Cycle 3 Red Green No Default Data Default Data 8 Red Green No Preempt 3 Pedestrian Phases Overlaps \'ehical Phases Ph. Track Dwell C Cie Cy Cie O v10 Track Dwell C Cycle Ph. Track Dwell Cycle . 2 Red Green No Default Data Default Data 5 Red Green No Prompt 4 Vehical Phases Pedestrian Phases Oxcrlaps Ph. Track Dwell Cycle Ph. Track ' Dwell Cycle OVID. Track Dwell Cycle 4 Red Green No 7 Red Green No Default Data Default Data Prccmpl .5 Vehical Phases Pedestrian Phases Ox ellapa Ph. Trick Dwell Cycle Ph. Track Dwell Cycle OVID. 'Crack Dwell Cycle Default Data Default Data Default Data Preempt 6 vchiLal Phases Pedestrian Pfia.cs 0 erlaps Ph. Track Dwell C'vcle Ph. Track Dwell Cycle lwlD. Track Dwell C }rle Default Data Default Data Default Data Page 6 of 7 Agenda Item No. 10C October 27, 2009 Page 92 of 330 System /Detectors Data Local Critical Manns Rc,ert to Backup. 15 I,t Phune. 2395135428 Local Free. No Cycle Failure. No Cooed Failure No Conflict Fla,h: Yes Remote F!a,h. No 22nd Phone: Local Fash: No Cycle Fault: No Chord Fault No Prempnon. No % ohage 'Monitor: Special Swots 1 No p Special Stahl, --. No Ye¢y Special 5tatu, �: No Special staves 4: o Special Status S. No Special Staw, h: No Trlllic Responsive Sv,lem Detector Average Occupancy Min Qucuc 1 Sti,tem Wer,hI Qucuc 2 Sy,tern Weight Detector Channel VA I I r 'I imojmirts) Collection. I0 Volume °; Detectors Detector, Factor Detectors Detectors Factor Default Data Default Data Default Data Sample Interval: QU011C. I Input Selection: O= Average Qucuc: DetettOr Faiicd Levcl - 0 Level Lnter Leave Dial Split Offset Queue: 2 Input Sc!ection O= Average Detector Failed Level 0 Default Data chical Detector \Viral Detector Special Detector Diagnostic Value 0 Diagnostic Value I Diatmoatic Value 0 Max No L-rrrlic V1ax No Erratic Max No Errant Detector Presence Activity Count Detector Presence Activity Count Detector Presence Activity Count Default Data - Ding 0 Values Default Data - No Ding I Values Default Data - No Diag 0 Values Pedestrian Detector Pede >tnan Detector Special Detector Diagnostic Value 0 Diagnostic Value 1 Diagnostic Value 1 Max No Erratic %lax No Erratic N1 ax No Erratic Detector Presence Activity Count Detector Presence Activity Count Detector Presence Activity Count Default Data - No Ding 0 Values Default Data - No Ding I Values Default Data - No Ding 1 Values Speed 1'rap Data Speed Trap Speed Trap Speed Trap: fw F� Dial'SpliLUMel Lau -1 reshold Flivh "ireshold Measurement: Detector 1 Detector-2 Distance : Default Data Default Data Volume Detector Data Report Interval Volume Controller Deleclor Detector Numher Channel Default Data Page 7 of 7 Agenda Item No. 10C October 27, 2009 Page 93 of 330 Phase Vehicle Basic Timing Data Date 12/18/2007 Time 10:08:52 Intersection Name Source 9 Rattlesnake (a, Collier Blvd Database 11 12 13 14 15 Phase 1 2 3 4 5 6 7 g Minimum Green 7 20 0 7 7 20 0 7 Passage 3.0 5.0 0.0 4.0 3.0 5.0 0.0 4.0 Maximum 1 10 60 0 25 25 60 0 10 Maximum 2 0 0 0 0 0 0 0 0 Yellow Change 4.0 5.0 3.0 4.0 4.0 5.0 3.0 4.0 Red Clearance 1.0 2.0 0.0 2.0 1.0 2.0 0.0 2.0 Phase 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 Passage 0.0 0.0 0.0 .0.0 0.0 0.0 0.0 0.0 Maximum 1 0 0 0 0 0 0 0 0 Maximum 2 0 0 0 0 0 0 0 0 Yellow Change 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Red Clearance 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Page i of 1 Agenda Item No. 10C October 27, 2009 Page 94 of 330 Pedestrian Detector I Spcchal Detector Pha,c A,,tgninent Default Data Assign Switched Phase Mode phase Extend Delay Unit Data General Control Programmed EPAC Data Startup Time: 5sec Startup State: Flash 1129 1200P Auto Ped Clear: No Stop Time Reset: No Alternate Sequence: 0 ABC connector Input Modes. 0 Input Output ABC connector Output Modes: 0 3 A3:38PM Selection Intersection Name: Collier C Golden Gate Pkwy Intersection Alias: 951(g'.GGPkwy Ring I • connector Input Mudcs: 0 Access Codc. 9999 Channel 46 Address 95 Revision: 3.321 • connector Output Modes: 0 3 None None No 4 None None B C D Phase Phase Phase Access Data Yellow un ' Cohmn � 19_00 Baud Phase Data Red Yes 6 No Yes 14 on 3 Cornet It 19200 Baud Vehical Basic Tuninc, VC11IG11De'n11t4'ming, TinhcH4 Can rinheTo Phase Min Urn Passage Maxi Max2 Yellow All Red Added Initial Max Initial Reduction Belpre Reduce Mtn Gap 1 6 5.0 25 45 4.0 1.0 0.0 0 0 0 0 0.0 2 20 6.0 50 40 4.0 2.0 0.0 0 0 0 0 0.0 6 20 6.0 50 40 4.0 2.0 0.0 0 0 0 0 0.0 8 18 4.0 35 35 4.0 2.0 0.0 0 0 0 0 0.0 Pede *tti:nt Tintinc Extended Actuate) kneral Connol 0 0 x11-l'.:nne0u, 0 0 0 Ped Flashing Ped Rest Non -Act Veh Ped Recall Non Dual List Car Conditional Sunultaneous No Phase Walk Clear Walk Clear in Walk Initialize Responc Recall Recall Dclay Loco. Entry Passage Service Gap Out 1 0 0 No 0 No Inactive None None None 0 Yes No No No No 2 7 27 No 0 No Green NonActl Min None 0 Yes Yes No No No 6. 0 0 No 0 No Green NonActl Min None 0 Yes Yes No No No 9 0 0 No 0 No Inactive None None Norte 0 Yes No No No No Special Sequence 0 Vehical Detector Phase Assignment 0 0 0 0 0 Default Data 0 0 0 0 0 0 0 Assigned Switched Phase Mode Phase Extend Delav Vehical Delectur Channel :3 2 Veh 0 0.0 0 Vehical Detector Channel :4 8 Veh 0 0.0 0 L chical Detector Channel :5 6 Veh 0 0.0 0 Vchical Detector Channel :7 8 Veh 0 0.0 0 Default Data Pedestrian Detector I Spcchal Detector Pha,c A,,tgninent Default Data Assign Switched Phase Mode phase Extend Delay Unit Data General Control Startup Time: 5sec Startup State: Flash Red Revert: 4sec Auto Ped Clear: No Stop Time Reset: No Alternate Sequence: 0 ABC connector Input Modes. 0 Input Output ABC connector Output Modes: 0 Ring Respons Selection Flash I Ring I Ring I • connector Input Mudcs: 0 2 Ring 2 Ring 2 • connector Output Modes: 0 3 None None No 4 None None Ch c0aps Default Data Remote Flash Flash Flash Test A - Flash Yes Channel Color Altemat I Red No Flash Flash 2 Yellow No Entry Exit B C D Phase Phase Phase 6 Yellow No '- No Yes 8 Red Yes 6 No Yes 14 Red Yes 8 Yes No Page 1 of 5 Overlaps A B C D E F G H I 1 K L M N 0 P Phase(s) I 8 A B C D E F G H l i K L M N 0 P Trail Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Traill'ellow 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 40 4.0 4,0 4.0 4.0 Trail Red 2.0 2.0 2.0_.0 2.0 2.0 10 2.0 2.0 2.0 2.0 2.0 2.0 10 2.0 2.0 Plus Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minu: Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 1 of 5 Agenda Item No. 10C October 27, 2009 Page 95 of 330 IC:nt! Phascisl Neo 1 2 3 4 5 6 7 R 9 10 11 12 13 14 15 16 Phase Ring Phase 1 2 3 4 5 1 7 8 9 10 11 12 13 14 15 16 I I 2 2 v 6 6 2 2 l R 6 2 6 c 6 8 I I temate Sequences Alternate Sequences Phase Pai rt s l No Alternate Sequences Programmed Pori 1 Data Alt. sequence: 1311! Port hlcesage Addr Status 40 0 Used No I Used No 8 Used No 16 Used No Channel Assignment Alt. sequence: Mode: Rg 2 Lag Time: Rg 3 Lag Time: Rg 4 Lag Time: Local TBC Data Control Channel Hardware Pin Set Control Channel Hardware Pin Set Control Channel Hardware Pio Set Ph.I Veh I I - Ph.l RYG I Ph.2 Veh 2 2 - Ph.2 RYG 2 Ph.3 Veh 3 3 - Ph.3 RYG 3 PhA Veh 4 4 - PhA RYG 4 Ph.S Veh 5 5 - Ph.5 RYG 5 Ph.6 Veh 6 6 - Ph.6 RYG 6 Ph.7 Veh 7 7 - Ph.7 RYG 7 Ph.8 Veh 8 8 - Ph.8 RYG 8 Ph.2 Ped 9 10 - Ph.2 DPW 10 Ph.4 Ped 10 12 - PhA DPW 12 Ph.6 Ped 11 14 - Ph.6 DPW 14 Ph.8 Ped 12 16 - Ph.8 DPW 16 Ph.1 OLP 13 17 - Ph.I RYG 17 Ph.2 OLP 14 18 - Ph.2 RYG 18 Ph.3 OLP 15 19 - Ph.3 RYG 19 PhA OLP 16 20 - PhA RYG 20 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 9oormnanon uara Dial /Split Cycle General Coordination Data / Operation Mode: O =Free Onset Mode: O =Beg Gm Manual Dial: 1 Coordination Mode: 0—Permissive Force Mode: 0=Plan Manual Split: I Maximun Mode: 2 =Max 2 Max Dwell Time: 0 tvtanttal Offset: 1 Correction Mode: 0--Dwell Yield Period: 0 Split Timcs and Phase Mode Dial ; Split Ph. Splits Ph. Mode Ph. Splits Ph. Mode Ph. Splits Ph. Mode Ph. Splits Ph. Mode Traffic Plan Data Plan; H OlTset t tine: Alt. sequence: Mode: Rg 2 Lag Time: Rg 3 Lag Time: Rg 4 Lag Time: Local TBC Data Source Equate Days Start of D-aylight Sating Month: 3 Week: 2 Cycle Zero Reference I lours: 24 Min: 0 Dav I _ 3 4 5 6 7 End of Daylight Saving Month: I I Week: I 1 7 0 0 0 0 0 0 2 3 4 5 6 0 0 0 Traffic Data PHASE FUNCTION Event Day Time 1 1 0:1 D /S;O flash 0;0'4 j ❑ ❑ 3 4 6 7 ❑ ❑❑ ❑ ❑ $ 9 ❑ ❑ 10 J 1 1:11:1 ❑ 14 ❑ 11 �, ❑ 16 ❑ 2 2 0:1 010/4 ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 3 2 14:15 1/0/1 © ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ll �❑ ❑ ❑ ❑ ❑ 4 2 18:0 0/0,0 ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Page 2 of 5 Agenda Item No. 10C October 27, 2009 Page 96 of 330 aL'A.l�-cnt.s Program V ,:Tlt Day (lour Del. Det. Det. Aux (Rgnits Diag. Rpt, AuItIUO \tin. 1 2 3 DI D2 D3 Dimming 1 SpeLiulF unction Outputs 2 3 4 5 6 7 8 ❑ ❑❑ 1:3 1:1 ❑ ❑ ❑❑❑❑❑ El ❑❑ Dclaull Data - Vn Special Davt +i or tVeekl�l Programmed Special Functions Function Special Function I 5F 'I SF2 SF; 444 SF5 SF6 SI-7 SF8 a ❑ ❑ ❑ ❑ ❑ ❑ ❑ Pha.c Function Phase Function Map Phase 1 Max2 PH PF2 PF3 PF4 PF5 PF6 PF7 PF8 PF9 X❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ PF10 ❑ PFI I ❑ PF12 ❑ PF13 ❑ PF14 ❑ PF15 ❑ PF16 ❑ Phase 2 Max2 ?❑ ❑❑❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Phase 6 Max2 a ❑❑❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Phase 8 Max2 ❑X ❑❑❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Phase I Phase Omit ❑ [:][—IF—][:] F-1 El ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ Phase 2 Phase Omit ❑ ❑ ❑❑ ❑ ❑❑ ❑ ❑ ❑X ❑ ❑ ❑ ❑ ❑ ❑ Phase 3 Phase Omit ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ Q ❑ ❑ ❑ ❑ ❑ Phase 4 Phase Omit ❑ ❑ ❑❑ ❑ ❑❑ ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ❑ Phase 5 Phase Omit ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ M ❑ ❑ ❑ Phase 6 Phase Omit ❑ ❑ ❑❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ Phase 7 Phase Omit ❑ OF IF] ❑ F-11:1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ El ❑ Phase 8 Phase Omit ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a Dimming Data Channel Red Yellow Grcen Alternate ❑ ❑ ❑ ❑ Default Data - No Dimming Programmed Preemption Data General Preemption Data Ring Min Grn/Walk Time 1 10 2 10 3 10 4 10 Flash > Preepmt I Preepmt 2 = Preempt 3 Preepmt 4 - Preempt 5 Preepmt I > Preempt 2 Preepmt 3 = Preempt 4 Preepmt 5 = Preempt 6 Page 3 of 5 Agenda Item No. 10C October 27, 2009 Page 97 of 330 E. ,� Preempt I'imcri Nun- Link to Preempt 2 Select Pea Preempt 3 Track Preempt 4 Return pcd I Lucking Preempt Delay Extend Duration M1IaYC'all Luck -Out Clear 1'el Red rn Pcd Yal Exit I Lxit I No 0 0 0 0 0 0 8 4.0 2.0 10 8 I(ed 4.0 2.0 Green Green 10 C'lrar 8 Yrl Red 4.0 2.0 2 No 0 0 0 0 0 0 8 4.0 2.0 10 8 4.0 2.0 10 8 4.0 2.0 3 No 0 0 0 0 0 0 8 4.0 2.0 10 8 4.0 2.0 10 8 4.0 10 4 No 0 0 0 0 0 0 8 4.0 2.0 10 8 4.0 2.0 10 8 4.0 2.0 5 No 0 0 0 0 0 0 8 4.0 2.0 10 8 4.0 2.0 10 8 4.0 2.0 6 No 0 0 0 0 0 0 8 4.0 2.0 10 8 4.0 2.0 10 8 4.0 2.0 Priority Timers Preempt I Preempt 2 Preempt 3 Preempt 4 Delay Pr;xmpi 5 Duration Prccmpt 6 Max Call Exit Exit I No Exit Ekit 0 Exit Exit 0 Emt Exit 0 Lxit Lxit 0 Lxil Exit Phase Phase (:Ills Phase Ph3.c Calls Phase Phase Calls Phase Phase ('ally Phase phase (ills Phase Phase Calls I No Yes I No Yes I No Yes I No Yes I No Yes I No Yes 2 No Yes 2 No Yes 2 No Yes 2 No Yes 2 No Yes 2 No Yes 3 No Yes 3 No Yes 3 No Yes 3 No Yes 3 No Yes 3 No Yes 4 No Yes 4 No Yes 4 No Yes 4 No Yes 4 No Yes 4 No Yes 5 No Yes 5 No Yes 5 No Yes 5 No Yes 5 No Yes 5 No Yes 6 No Yes 6 No Yes 6 No Yes 6 No Yes 6 No Yes 6 No Yes 7 No Yes 7 No Yes 7 No Yes 7 No Yes 7 No Yes 7 No Yes 8 No Yes 8 No Yes 8 No Yes 8 No Yes 8 No Yes R Nn v.. Priority Timers Priority Non - Locking Delay Extend Duration Dwell Max Call Lock -Out Skip Phases I No 0 0 0 0 0 0 O =Do not Skip Phases 2 No 0 0 0 0 0 0 0--Do not Skip Phases 3 No 0 0 0 0 0 0 0--Do not Skip Phases 4 No 0 0 0 0 0 0 (H-Do not Skip Phases 5 No 0 0 0 0 0 0 0--Do not Skip Phases 6 No 0 0 0 0 0 0 0--Do not Skip Phases rnong' I Priority 2 Priority 3 Priurin 4 Priunty 5 Priority s Exit Exit Exit Exit Exit Exit Exit Exit Exit Exit Exit Exit Phasc Phase Calls Phase Phase Calls Phase Phase Calls Phase Phase Calls Phasc Phase Calls Phasc Phase Calls Prccmpt vehical Ph3ses Ph. Track Dwell Default Data Prccmpt ? _- Vchical Ph:lse5 Pedestrian Pharr, Okerlaps Ph. Track Dwell Cycle Ph. Track Dwell Cycle OvID, Track Dwell Cycle Default Data Default Data Default Data Preempt Vchi.al Phases Prdcsirian Phases i)serhip, Ph. Track Dwell C'yclr Ph. Track Dwell Cycle OvID. Track D\wcll Cycle Default Data Default Data Default Data Prerinpt 4 vehicll Phj e% Ph. Track Dwell Pedc>trian Phase, Cycle Ph Track Dwell Cycle Default Data Overlap, OvID Track Dwell Default Data Default Data Page 4 of 5 Pedestrian Phases Okerlapc Cycle Ph. Track Dwcll Cycle pylD• Track Uucll C'acic Default Data Default Data Cycle Agenda Item No. 10C October 27, 2009 Page 98 of 330 Preempt 5 VdIlcal Ph;t,c. P:delt; An Pha1r1 ihrrl.ip. Ph. Track Dwell Cycle Ph. Track Dwell ( yele 0),In. Track Dwell Cycle Default Data Default Data Default Data Default Data Vulumc DCtCCt0r Data Report Interval Volume Controller Detector Detector Numher Channel Default Data Page 5 of 5 VchiCal Phases Pedc.,rnan Phase. ON erlap, Ph. crack Dwell C ycle Ph. Track Dwell Cycle C)vlo. Track Ihvell Cycle Default Data Default Data Default Data System /Detectors Data Local CiiticA Alarms Revert to Rackup 15 Is[ Phonc '_395135428 Local Free: No Cycle Failurc: No Coord Failure: No COnllict Flash: Yes Remote Flash. No 2nd Phone: Local Fash: No Cycle Fault: No C Cord Fault: No Preniption. No %oliage ``lortitor: Special Status I: No Special Status 2. No Ye$. Special Stains 3: No Special Statua 4. o Special Status is No Special Status 6: No Traffic Responsive: System Detector .Average occupancy Min Queue I System Weight Queue 2 Svstem. Weight Detector Channel VehAfr Time)mins) Correction, 10 Volume Detectors Detectors Factor Detectors Detectors Factor Default Data Default Data Default Data Sample Interval: Queue: 1 Input Selection: O= Average Queue: Detector Failed Level 0 LCVcl !inner Leave Dial ' Split Offset Queue: 2 Input Selection. O= Average Detector Failed Level : 0 Default Data Veliical Detector �Chical Uct�ctor Special DCtcctnr Diagnostic Value 0 Diagnostic Value I Diagnostic Value 0 Max No Erratic Max No Lnatic Sfax No Erratic Detector Presence Activity Count Detector Presence Activity Count Detector Presence Acuvity Count Default Data - Ding 0 Values Default Data - No Diag 1 Values Default Data - No Ding 0 Values Pedestrian Detector Pedestrian Detector Special Detector Diagnostic Value 0 Diagnostic Value I Diagnostic Value I Max No Erratic Max No Erratic Max No Erratic Detector Presence Activity Count Detector Presence Activity Count Detector Presence .Activity Count Default Data - No Ding 0 Values Default Data - No Ding 1 Values Default Data - No Ding I Values Speed Trap Data Speed Trap Speed Trap Speed Trap: Dial'Splidoffset Low Treshold Itch Treshold Measurement: Detector I Detector 2 Distance: Default Data Default Data Vulumc DCtCCt0r Data Report Interval Volume Controller Detector Detector Numher Channel Default Data Page 5 of 5 Agenda Item No. 10C October 27, 2009 Page 99 of 330 Page I of I Phase Vehicle Basic Timing Data Date 12/18!2007 Time 10:06:51 Intersection Name GG Boulevard (✓t Wilson Blvd Source Database V Phase 1 2 3 4 5 6 7 g Minimum Green 5 15 0 15 5 IS 0 10 Passage 3.0 3.0 0.0 3.0 3.0 3.0 0.0 3.0 Maximum 1 15 45 0 35 15 45 0 30 Maximum 2 20 50 0 50 20 50 0 50 Yellow Change 3.0 4.5 4.0 4.0 3.0 4.5 4.0 3.0 Red Clearance 1.0 2.0 1.0 2.0 1.0 2.0 1.0 2.0 Phase 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 Passage 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maximum 1 0 0 0 0 0 0 0 0 Maximum 2 0 0 0 0 0 0 0 0 Yellow Change 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Red Clearance 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Page I of I Agenda Item No. 10C October 27, 2009 Page 100 of 330 Appendix 2 Environmental Data Exhibits Agenda Item No, 10C October 27, 20 9 Paqe 101 of 3330 A2-1 Legend Pr*e Ittudy Am All—M. 3A Mjw Rft Aft.m.IA 35 LWA Pd= lmwry - 1 EA (3PRMP Wetlands & Surface Waters Land Use Map N13° VEEVARD °." E 1:48,000 (SFWMD 2005) ROAD— ftPASSARELLA K'A:s oclAfff Wilson Boulevard Extension/Benfield Road Corridor Study n/ 1 InCheqUB154,000 feet Collier County, Florida 0 0.5 1 —��o NmNNE= Mile A2-1 Agenda Item No. 10C October 27. 2009 rage w2 o Public Lands " 'wiurrm- a 1:48.000 - - --- -- (FNAI. Dec 2008) •� °1F1D"°1°—"' PASSARELLA Wilson Boulevard Extension /Benfield Road Corridor Study 7 loch equals a DOD feet & ASSOCIATESI Collier County, Florida Ck► ' c os 1 ` - MMMMr- - -1 Mile A2 -2 30 �-- �At.1k yrGa ''w�'°(• �3.�'1I �J� .P� ."R" � � � r., .Yi.... —.. � � � W ,1 A t �i .,, � v t' �PRE P. 7 � iff d ��c —i�j i a _ � � � ,� !Y• � � _ e3i t � __ �� i r4�._ ;- .�:�. ,r F, 1..:�,a.:_° �'.'�' r+:�iit{' ..'�� x r��r�. "��N•sgw".„"r`.@ ME?i, *,3 rr,� ^u��, ,:�si3�' *Simla CM *Is Agenda Item No. 10C October 27, 2009 Page 104 of 330 LEGEND 'ED 7 16 41 2- T C %4 0 3 6 Miles i.E I'- 1E ""L"ON BOULEVARD EXTENSION,' DRvtl; )4 00 1 27'�- Vbp.ASSARELLA BENFIELD ROAD CORRIDOR STUDY AERLkLkVlTll ROADALIGN-NIENrS ANTI) I'D" ASSOCIATE�;_ 'WOOD qT011a< CORE FORAGING AREAS A2-4 Agenda Item No. 10C October 27, 2009 Pa 105 of 330 G L Okeechobee ADES_ ............ -, ry FORT YE L nim LH 7— STUDY AREA LES-- COLLIER i ........... . p 7 LEGEND 4F NORTWSOUTH CORRIDOR STUDY CITIES 0 RCW CONSULTATION AREA 0 GUN 10 20 of Miles Afaxico 'Z' _7� MUT, INTORMAI 10R AND RoADAAy NETWOR WERE ACQuiREC; FRuK 1"E FLORIDA GE03RAPHIC DATA LIBRA.—V VIESSITr RED COCIAbCO V.00DPECKPP. LC:ATi0K WERE Acai"IFL, PER X FROM Tr1c rwc WMMUER ZC05. EXEIBIT 5 STUDY AREA WITH RCW CONSULTATION 3' V9 AREA °.,` . '0 NA71LSON BOULEVARD EXTENSION/ BENFIELD 2`3 9 ROAD CORRIDOR STUDY & 7CSSOCIATES2 A2-5 Agenda Item No. 10C October 27, 2009 Lake rSL f, t14. \i1:;a- Okeechobee ........... 11: CI L'; ter• N` 1 ,r�.•, FOHT: MYERS. : v 4 .:. , t ✓� U i_ STUDY AREA � : - - r� — ' NAPLF. LEGEND OP I`lORTH.'SOUTM CGRR(DDR STUDY f. at e CITIES ,y. (�L.'`�a. Q SCRUB JAY CONSULTATION LRE:`s�� `•__4 ,. 1.r Al Gulf Mexico 0 10 20 Mlles NOTES :WNTY INFOR114TION LND RO:DvlLY �- NETYiOR:S Y.FRE ACOU[PED FROM THE FLOPID4 GEOGRAPHIC DL14 LIDRLRY t:FeSRE _ SGRUD JAY LOCLTID' r 'n ERE LCOUIP.ED FROM THE USFV,S FTP SITE SEPTEMBER 20DG, EXHIBIT 6 STUDY AREA WITH SCRUB JAY CONSULTATION AREA °„ L1" ft �PPASSARELLA WILSON BOULEVARD EXTE \STUN, BENFIELD & SSOCIATES ROAD CORRIDOR STUDY A2 -6 Agenda Item No. 10C October 27, 2009 F-cl�jC ILI/ UI JJU } SAZASOTA -7 H 100, 1 L A iN R.-1, . r — — LTL1D Okeechobee d I . # k ai R .f FORT'MYERS k 1 t . tp k.1:.dlDc1` /;..., LEE STU DY AR EA NAPLE r 1 � L:L�LLIEI ` I � f LEGEND 4F NORTH/SOUTH CORRIDOR STUDY � ,- M CITIES SNAIL KITE CONSULTATION ARE! SNAIL KITE CRITICAL HABITAT � ! 'k � � Gulf �. Mexico' 0 10 20 Mlles j r� NOTES- r C: COUNTY INFORMATION AND ROADNAY � r - •^^-t1 NETLTORKS WERE ACOIRRED FROM THE 3 drt'+ ' "'- -�.� uvsz.3. FLORIDA GEOGRAPHIC DATA LIORARr „T. F,,.:Y /'" �..♦_. T Y `, 4.,. Y,ESSITE. SNAIL KITE CONSULTATION AREA IYAS ACOUIR.EO FROM THE USFM FTP SITE SEPTEMBER 2006. } is (114.11' \'141 t)Aii. ' � EXI-II13IT 7 STUDY AREA W'ITH EVERGLADE SNAIL KITE r.1 2/13/09 CONSULTATION AREA " " " "' "` PA S SA R E L LA WILSON BOULEVARD EXTENSION/ BENFIELD J.H. 2/.3/09 �1 q utmw, unrR F 1i�tlf & ASSOCIATES -. ROAD CORRIDOR STUDY A2 -7 ,F t A. i t j +r� i�r`. �� C �'� + ,,�� l.r i �ee.SC�.i�crrR L •s� tt �' F t n �Iit �{ T ��,.� a y ,x.•,rti �_ ,, t -d k r o u r c MY) �{ �",i I� y♦ +�'^ 7 IJt1 ii0 tli K «; 1 p.qT •MY x 4 Mme. + - a .r, t At' ti" #'. 1 3 4u L Y 77 1 Tl- � � .-1 :'". k _ a�,. i i�. �,• to.. � � 1- ts,� � � �9r}- -' -�—{ 3t. I r ,'ip+ "„a�, * * .�+, 1 Y+LJ•. � `fie ry, "L s _-. . �+ � �s : •^�'� 2`'� i `' .7S`-' .fro 1+.yy^a .p�. •d { i .- ^- .,','. � he° �tL.'I `�',.r�,. �P�r�A.�a'k •a l� � "3� ] a". .^ A� ;, �q. .w '£5. ` ., 7° ""'d r_ `7� '. ,� a for, t o s-� e � „„� } -�•- f IN LEGEND ALTEMATPA 5A (565 W AC. fl 0, ALTEMATIVE SB:569 77 Ac ZS (6-221989) D 5 .1c 1 7 «s as < -.. J r L t,, x N 5 .. �w r. cY�6 -,x r'iy' i •"tF �' y�' `"7 FTi j z`' TXJ04 ' x, 'X` 4.++4 �J'4_. I - ;Wk , Sim 5 � �� •�.�� .. t i �E i,i �J �� .�., � ..J.w.M..�R y ...._.et ... »w t...�.•yn .�,-.4 �,J��% i Y ria x Irk - k � t ,�4 n nS�i xo'a x ' � irk s-s ..;e° �i✓ -, r r -..3+ — � _ . - n , a }• r � i� � y. rm vg- 4 Y w 4 ' ew a!"� _. -. n:...r.. ... ,�.... . .!-.x-�t`x,.._ats'e,mt, rti'fii1�a.'•:;itsxg:" Agenda Item No. 10C October 27, 2009 Page 110 of 330 Appendix 3 Memorandum Cultural Resource Analysis Agenda Item No. 10C e 111 MEMORANDUM CULTURAL RESOURCE ANALYSIS: WILSON BOULEVARD EXTENSION /BENFIELD ROAD CORRIDOR STUDY COLLIER COUNTY, FLORIDA Prepared for: Collier County Transportation Planning Department 2885 South Horseshoe Drive Naples, Florida 34104 On behalf of. - Dyer, Riddle, Mills & Precourt, Inc. 3816 W. Linebaugh Avenue, Suite 400 Tampa, Florida 33618 Prepared by: rzil Florida's First Choice in Cultural Resource Management Archaeological Consultants, Inc. 8110 Blaikie Court, Suite A Sarasota, Florida 34240 (941) 379 -6206 Toll Free: 1- 800 - 735 -9906 November 2007 A3 -1 Agenda Item No. 10C October 27, 2009 Page 112 of 330 TABLE OF CONTENTS Introduction...................................................................................................... ............................... 1 Project Location and Description ..................................................................... ............................... 1 Background Research and Literature Review .................................................. ............................... 5 Potential for Discovery of Prehistoric and Historic Sites within the Study Area ......................... 13 Conclusions and Recommendations .............................................................. ............................... 15 Bibliography.................................................................................................. ............................... 16 Figures Figure 1. Location of the Wilson Boulevard Extension/Benfield Road Corridor Study ............. 2 Figure 2. Environmental setting of the Wilson Boulevard Extension/Benfield Road CorridorStudy ............................................................................... ............................... 3 Tables Table 1. Soil associations within the Wilson Boulevard Extension/Benfield Road CorridorStudy ............................................................................... ............................... 4 Table 2. Local soils of the Wilson Boulevard Extension/Benfield Road Corridor Study.......... 4 Table 3. Original surveyors of land within the Wilson Boulevard Extension /Benfield Road CorridorStudy ............................................................................... ............................... 6 Table 4. Original purchasers of land within the Wilson Boulevard Extension/Benfield Road CorridorStudy ............................................................................... ............................... 7 Table 5. Previously recorded cultural resources within the study area ........ ............................... 9 Appendices Appendix A: Figures 3.1 -3.7. Appendix B: Survey Lou Sheet A3-2 Agenda Item No. 10C October 27, 2009 MEMORANDUM Page 113 of 330 Cultural Resource Analysis: Wilson Boulevard Extension /Benfield Road Corridor Study Collier County, Florida Introduction Archaeological Consultants, Inc. (ACI) conducted background research for the Wilson Boulevard Extension/Benfield Road Corridor Study project in western Collier County, Florida. The study area is currently defined as an area bounded by CR 951 (Collier Boulevard) on the east, US 41 on the south, Everglades Boulevard on the west, and Golden Gate Boulevard on the north (Figure 1). ACI's scope of work included a review of sites listed in the National Register of Historic Places (NRHP) and the Florida Master Site File (FMSF); an examination of Collier County historical /archaeological predictive models (ACI 1992, 1999) and other regional studies (Carr 1988; Dickel and Carr 1991; Hammond 2006), cultural resource assessment survey reports for previous work in the vicinity, published books and articles, unpublished manuscripts, maps and other relevant data. The purpose of the research was to: 1) identify all known archaeological sites and historic resources within the study area which are listed, determined eligible, or considered potentially eligible for listing in the NRHP, and 2) to determine the potential for unrecorded archaeological or historic sites within the study area. Proiect Location and Description The project is located in Township 49 South, Range 26 East, Sections 11 through 14, 23 through 26, 35 and 36; Township 49 South, Range 27 East, Sections 7 through 36; Township 49 South, Range 28 East, Sections 7, 18, 19, 30 and 31; Township 50 South, Range 26 East, Sections 1, 2, 11, 14, 22 through 26, and 34 through 36; Township 50 South, Range 27 South, Sections 1 through 36; Township 50 South, Range 28 East, Sections 6, 7, 18, 19, 30 and 31; Township 51 South, Range 26 East, 1, 2, 3, 11, 12 and 13; Township 51 South, Range 27, 1 through 18, 20 through 28, and 34 through 36; Township 51 South, Range 28 East, Sections 6, 7, 18, 19, 30 and 31; Township 52 South, Range 27 East, Section 1; and Township 52 South, Range 28 East, Section 6 (USGS Belle Meade 1958, PR 1987, BA 1991; Belle Meade NE 1958, PR 1973; Belle Meade NW 1958, PR 1987; Belle Meade SE 1958, PR 1973; and Royal Palm Hammock 1973) (Figures 1 and 2). The land ranges in elevation between 1 and 15 ft above mean sea level. Soils of the study area are included in four general associations: Holopaw- Malabar - Basinger- Immokalee, Pineda- Boca - Hallandale, Boca - Riviera - Copeland, and Kesson- Estero - Peckish. General associations, characterized by nearly level, poorly drained soils, dominate the study area; while the level, very poorly drained soils are scattered in the central and southern region of the study area. The Kesson- Estero - Peckish association appears at the southernmost point of the study area. Characteristics of these associations are summarized in Table 1; local soil types are listed in Table 2 (USDA 1998). P07074/November 2007 A3 -3 Agenda Item No. 10C October 27, 2009 Page 114 of 330 ID „ IR — - — - - - -- — — a IS V.'x.l 11 _ : GOLDEN GATE DEE'NIro:D AREA Project Location E. 8 84 _ 1 14 . xl }?5 zz t — I fib- Tx I ` ' II NFLD FD AREA _1£ e {!451 yq_ �'� u�/ / Y _ I utlle0 r- .�., � + — �I -�• -. -i - uy -- .-1 y« /P11 - R F C LLST- E M A b 5 {ice 11 1 Y Imo`' n 'L Figure 1.1 Location of the Wilson Boulevard Extension /Benfield Road Corridor Study project Area, Collier County, Florida (State Mapping Office, Collier County 1993). 2 A3-4 ' 0 2 4 mile Airl VO)O O Cl) CO N � p O z N a - 0 Q7 — _O t3'� � V � C O tM Q • �ti f: y' AdIMF 1 2 Figure 2. Environmental setting of the Wilson Boulevard Extension/Benfield Road Corridor Study. Townships 49, 50, 51 and 52 South, Ranges 26, 27 and 28 East (USGS Belle Meade, Fla. 1958, PR 1987; Belle Meade SE, Fla. 1958, 1973; Belle Meade NE, Fla. 1958, PR 1973, Belle Meade NW, Fla. 1958, PR 1987; Royal Palm Hammock, Fla. 1973; Marco Island, Fla. 1973). A3 -5 Agenda Item No. 10C Oppctober 27, 2009 Table 1. Soil associations within the Wilson Boulevard Extension/Benfield Road Corrido ge 116 of 330 Study (USDA 1989). Soil Association Type Relief and Drainage Environmental Association Holo aw- Malabar -Basin er- Immokalee Nearly level, poorly drained Flatwoods and sloughs Pineda- Boca - Hallandale Nearly level, poorly drained Sloughs and flatwoods Boca-Riviera-Copeland Level, very oorly drained Cypress strands Kesson - Estero- Peckish Level, very poorly drained Tidal marshes along Gulf Coast mangrove swamps Table 2. Local soils of the Wilson Boulevard Extension/Benfield Road Corridor Study (USDA 1989; CH2MHill 2007). Soil Type Relief and Drainage Environmental Association Holopaw fine sand, limestone substratum Nearly level, poorly drained Sloughs and broad, poorly defined drainacewa s Malabar fine sand Nearly level, poorly drained Sloughs and poorly defined draina ewa s Chobee limestone substratum, and Dania mucks, depressional Level, very poorly drained Cypress swamps and marshes Riviera, limestone substratum - Copeland fine sands Nearly level, poorly drained Sloughs and cypress swamps . Immokalee fine sand Nearly level, poorly drained Flatwoods Oldsmar fine sand, limestone substratum Nearly level, poorly drained Flatwoods Hallandale fine sand Nearly level. poorly drained Flatwoods Oldsmar fine sand Nearly level, poorly drained Flatwoods Basinger fine sand Nearly level. poorly drained Sloughs and poorly defined draina ewa s Riviera fine sand, limestone substratum Nearly level, poorly drained Sloughs and broad, poorly defined draina ewa s Ft. Drum and Malabar, high, fine sands Nearly level, poorly drained Ridges along sloughs Boca fine sand Nearly level, poorly drained Flatwoods Chobee, Winder, and Gator soils, de ressional Level, very poorly drained Depressions and marshes Holopaw and Okeelanta soils, de ressional Level, very poorly drained Depressions and marshes Boca, Riviera, limestone substratum, and Copeland fine sands, de ressional Level, very poorly drained Depressions, cypress swamps, and marshes Holopaw fine sand Nearly level, poorly drained Sloughs and poorly defined draina ewa s Hilolo, Jupiter, and Margate Nearly level, poorly drained Hammocks and flatwoods Urban Land Nearly level, poorly drained 75% or more covered in urban develo ment Urban land - Immokalee- Oldsmar, limestone substratum, complex Nearly level, poorly drained Urban areas Urban land- Matlacha -Boca complex Nearly level, somewhat Urban areas and rock quarries poorly and poorly drained Pennsuco silt loam Level, poorly drained Low prairies Hallandale and Boca fine sands Nearly level. poorly drained Sloughs and poorly defined draina ewa s Ocho ee fine sandy loam, low Level, poorly drained ; Low prairies Kesson muck, frequently flooded Level, very poorly drained Frequently flooded tidal marshes Estero and Peckish soils, frequently flooded Level, very poorly drained Frequently flooded tidal marshes Basinger fine sand, occasionally flooded Nearly level, poorly drained Occasionally flooded low ridges surrounded by tidal marshes P07074 /November 2007 4 A3 -6 Agenda Item No. 10C October 27, 2009 The study area includes a portion of the Picayune State Forest south of I -75 (Alligatoral`�Iley3 of 330 and a portion of the Collier - Seminole State Park which is traversed by US 41. Wetlands are scattered throughout the study area. However, natural drainage within the region has been altered by the dredging of ditches and canals in order to provide land fit for development. For instance, in the 1960s, the Gulf American Corporation began construction of Golden Gate Estates, including an extensive canal system. The Golden Gate Canal System consists of nearly 70 miles of canals "and provides drainage to a 120 -mile 2 watershed" (South Florida Water Management District [SFWMD] 2006). Background Research and Literature Review A comprehensive review of the archaeological and historical literature, records, maps and other documents and data pertaining to the general area was conducted. The focus of this research was to ascertain the types of cultural resources known in the project vicinity, their temporal /cultural affiliations, site location information, and other relevant data. The FMSF data in this report were obtained in August and October of 2007. According to FMSF personnel, these data may not reflect all recorded resources since input may be several months or more behind receipt of reports and site files. Informant interviews were not part of the current study, as a specific project area has not yet been determined. In the 19'b century, according to the Military Map of the Peninsula of Florida South of Tampa Bay (Ives 1856), several trails existed in the study area. In addition, Old Depot No. 2 and Old Fort Foster (approximately 0.5 mile south of Depot No. 2) were illustrated in the northeastern part of the project ~' area, and a battle ground with the date 1841 was noted southwest of the Old Fort Foster (Ives 1856). According to Florida Preservation Services (FPS 1986:9), the fort was described as follows: Old Fort Foster was, by all accounts, the earliest military post in the County. It was originally established by the Navy and was described as an oval shaped stockade with a small stream running through the center. The fort was activated by Major Richard A. Zantzinger, U.S. Army, on March 24, 1837 and abandoned a year later on May 2, 1838. 77ie post was reactivated on December 29, 1841 and garrisoned by companies drawn from the 8`k U.S. Infantry Regiment until its final evacuation in January, 1842. Old Fort Foster is believed to have been named in honor- of Lieutenant Colonel William S. Foster, 4`h U.S. Infantry (as was another fort on the Hillsborough River), who distinguished himself at the Battle of Okeechobee. However, because the map was compiled by expeditions from the 1840s and 1850s, the land had not yet been subdivided by federal surveyors. Thus, it is not possible to determine precise locations of those elements in relation to the project area based on that map. Nonetheless, based upon subsequent maps, the locations of 19th century historic resources within the study area were approximated (Figures 3.1 -3.7: Appendix A). Most recently, James Hammond (2006) has made a study of the Army Forts of Southwest Florida established during the Second and Third Seminole Wars. Based on his research, Hammond noted Old Fort Foster southeast of the intersection of P07074/November 2007 5 A3 -7 Agenda Item No. 10C October 2gg7, 2009 Everglades Boulevard and Golden Gate Boulevard, outside the current study area (HaMond of 330 2006). Federal survey of the general area was conducted between 1872 and 1882 (State of Florida 1872, 1874a, 1875, 1876a, 1881, 1882a). Examination of these records included the 19th century Plats and Tract Book records of Townships and Ranges in the study area. Survey information for each Township and Range is listed in Table 3. No plat information was available for several township and ranges, including Township 49 South, Ranges 27 and 28 East, and Township 50 South, Range 28 East. However, a map dating to 1902 placed Old Fort Foster in the northeast corner of Township 49 South, Range 27 East (Rand McNally and Co. 1902). The available 19th century plats revealed an absence of 19`" century roads, forts, trails, encampments, mounds and homesteads within or adjacent to the study area (State of Florida 1874b, 1876b, 1876c, 1876d, 1882b). When comparing the original plats to modern quadrangle maps, it appears that some survey boundary lines have changed from their original lines, although the sections appear to be in the same general location as originally surveyed. According to Tract Book entries, most of the land was purchased by various railroad companies, and some of the land within the study area was deeded to individuals (State of Florida n.d.a, n.d.b, n.d.c). Original ownership information is listed in Table 4. Table 3. Original surveyors of land within the Wilson Boulevard Extension /Benfield Road Corridor Study (State of Florida n.d.a, n.d.b, n.d.c). Township (T), Range (R) Surveyor(s) of Exteriors and Subdivisions Year of Survey T 49 South, R 26 East Exteriors: W.L. Apthorp 1872 Subdivisions: T.S. Stearns 1874 T 50 South, R 26 East Exteriors: W.L. Apthorp, H. Jenkins, J.A. Henderson 1872, 1875, 1876 Subdivisions: J.A. Henderson 1876 T 51 South, R 26 East All: J.A. Henderson 1876 T 49 South, R 27 East Exteriors: W.L. Apthorp, T.S. Stearns, H.S. Duval 1872, 1874, 1881 T 49 South, R 28 East North & south exteriors: W.L. Apthorp. H.S. Duval 1872, 1881 T 50 South, R 27 East Exteriors: J.A. Henderson, H.S. Duval. Henderson 1876, 1881 Subdivisions: J.P. Apthorp 1882 T 50 South, R 28 East Exteriors: H.S. DuVal 1881 T 51 South, R 27 East All: J.A. Henderson 1876 T 51 South, R 28 East Exteriors: J.A. Henderson, H.S. Duval 1876, 1881 Subdivisions: J.P. Apthorp 1882 T 52 South, R 27 East All: J.A. Henderson 1876 T 52 South, R 28 East Exteriors: J.A. Henderson, H.S. Duval 1876, 1881 Subdivision: J.P. Apthorp 1882 P07074/Noveinber 2007 6 A3 -8 Agenda Item No. 10C October 2gg7, 2009 Table 4. Original purchasers of land within the Wilson Boulevard Extension/Benfielg oad of 330 . Corridor Study (State of Florida n.d.a, n.d.b). Purchaser Township T), Range (R), Section Date of Deed Pensacola and Atlantic Railroad T 49 South, R 26 East, Sections 11 -14, 23- December 31, 1888 26, 35, 36 Silver Springs, Ocala and Gulf T 49 South, R 27 East, odd numbered October 15, 1897 Railroad Co. Sections 7 -35 T 49 South, R 28 East, odd numbered October 15, 1897 sections T 50 South, R 27 East, odd numbered December 31, 1888 sections T 51 South, R 28 East, odd numbered December 30, 1888 sections (except the east %2 of the southwest '/ of Section 7 Louisville and Nashville Railroad T 49 South, R 27 East, even numbered July 2, 1897 Co. Sections 8 -14, and even numbered Sectionsl8 -36 T 49 South, R 28 East, even numbered July 2, 1897 sections (except Section 16) T 50 South, R 26 East, Section 1, 2, 11 -14, July 21, 1896 22 -26, 34 -36 T 50 South, R 28 East, all even sections July 2, 1897 (except Section 16) T 51 South, R 26 East, Sections 1, 2, north February 21, 1896 '/2 and north '/2 of southeast '/ of 3; northeast %, northeast '/ of northwest '/, and south' /2 of northwest'/ 11; 12, 13 T 51 South, R 27 East, Sections 1 -15, 17, February 21, 1896 18, 20 -28, 34 -36 T 52 South, R 27 East, Section 1 December 23, 1892 T 52 South, R 28 East, southeast % and July 2, 1897 west 1/2 of Section 6 T 52 South, R 28 East, northeast 1/4 Section December 5, 1907 6 War. Bros. (originally reserved for T 49 South, R 27 East, Section 16 Date illegible the school board until purchased) The Florida Southern Railway Co. T 50 South, R 27 East, even numbered April 22, 1886 Section 2 -14, and even numbered sections 18 -36 School T 50 South, R 27 East, 16 No purchase date (March 3, 1845 is date of title derived from the U.S.) Jacksonville, Tampa and Key West T 50 South, R 28 East, all odd numbered July 2, 1897 Railway Co, sections Robert A Demerett T 51 South, R 26 East, south' /2 of southeast November 11, 1896 '/<, and south' /2 of southwest'/ Section 3 William B. Kirkland T 51 South, R 26 East, northwest'/ of December 17, 1903 northwest '/ of Section 11 P07074/November 2007 A3 -9 Table 4. (Cont.) Agenda Item No. 10C October 27, 2009 Page 120 of 330 Walter G. Sorokoty, Trustee T 51 South, R 27 East, Section 16 Purchased April 15, 1956; (originally reserved for the school Deeded January 28, 1958 board until purchased) The Plant Investment Co. T 51 South, R 28 East, all even numbered August 10, 1886 sections (except Section 16 and the south of Section 34) Moms Steigler T 51 South, R 28 East, east '/2 of southwest Purchased September 29, of Section 7 1958; Deeded April 12, 1963 To facilitate settlement and development of the county, Barron Gift Collier (for whom the county was named) made a pledge to the Florida State Legislature to complete the Tamiami Trail. The name "Tamiami Trail" was first suggested in 1915 (Tebeau 1957), and the road was completed in 1928. Although the roadway made travel through Collier County feasible to automotive traffic, it interrupted the Seminoles' traditional canoe routes. As a result, many Seminole families moved closer to the Trail in order to use the adjacent Tamiami Canal for transportation (Carr 2002; ACI 2005). In 1923, Collier County had one of the largest stands of virgin cypress and pine timber in the country (Tebeau 1966). As roads leading into the Everglades were completed in the 1920s, logging companies began to exploit the region's cypress and pine (Klinkenberg 1994). Logging activities in the Big Cypress Swamp and Fakahatchee Strand were prevalent in the 1940s "in response to wartime needs" (U.S. Fish and Wildlife Service n.d.). The cypress was used in the construction of P.T. Boats, and later, was shipped to Europe to supply the post -war rebuilding efforts (Klinkenberg 1994.). Two of the companies with logging operations in the area were the Lee Tidewater Cypress Company and the C.J. Jones Logging Company. The logging industry required the construction of rail lines used by steam locomotives, and resulted in the establishment of a number of saw mills and lumber towns within the region. The largest of these towns was Jerome, located off of present -day State Road 29 near US 41 (Tamiami Trail), southeast of the project area (Klinkenberg 1994). According to Tebeau (1966:252), "Two mills, one at Naples and the other at Bonita Springs, reached into the timber lands from the west coast." However, as a result of heavy lumbering activities from the 1940s to 1957, much of the trees were cleared (Tebeau 1966; U.S. Fish and Wildlife Service n.d.; Florida Department of Environmental Protection 2005). When the cypress supply was exhausted, logging establishments became ghost towns, and the tram lines were abandoned, leaving only remnant segments of trails and ditches. Based on maps from the USDA 1954 Soil Survey for Collier Cougv, Florida, a series of trails and railroad or tram lines once spread into the swampy interior region of the county from the west coast, some traversing the current study area (Figures 3.1 -3.7: Appendix A). Also, the 1954 Soil Survey map notes several camps in the general area. Within the study area, the Weeks Lake Camp was located in Section 20 of Township 49 South, Range 27 East, and the Deep Slough Camp was established in Section I 1 of Township 49 South, Range 27 East. The railroad, trails and camps would have been part of the county's cypress and pine timbering industry, and may date between 1920 and the 1950s. Workers, often African American men, would ride steam locomotives along the temporary rail lines into the cypress swamps (Klinkenberg 1994). P07074;November 2007 8 A3 -10 Agenda Item No. 10C October 27, 2009 FOHowever, many of the trees were cleared due to heavy lumbering activities from the �s1 p of 330 1957 (Tebeau 1966). Within the study area, two of these trams or railroads have been recently documented in the FMSF. The Picayune Strand Tram -lines (8CR977) resource group, including all logging rail lines within the Picayune Strand State Forest, was recorded by Cynthia Thomas (Thomas 2007). These lines date from 1940 to 1957. According to the State Historic Preservation Officer (SHPO), the resource group is not eligible for the NRHP. In August 2007, another resource group was recorded documenting a separate system of logging rails: 8CR1064, the Logging Rail Routes -West Site (ACI 2007). Only a small segment of one line of the system was observed. Based on maps for the 1954 USDA Soil Survey of Collier County (Series 1948), this is a relatively small portion of a series of connected, abandoned rail lines in the western portion of the county. This rail system was most likely established no earlier than the 1920s, and most of the lines were abandoned by the early 1950s (USDA 1954). ACI did not consider the observed segment of 8CR1064 to be eligible for listing in the NRHP, due to lack of integrity (ACI 2007). Background research of the FMSF records indicated that 51 archaeological sites and three cultural resource groups have been recorded within or immediately adjacent the study boundaries (Table 5; Figures 3.1 -3.7: Appendix A). The archaeological sites are dominated by middens dating to the Glades Culture Period (ca. 1000 B.C. to A.D. 1700). Human remains have been found in association with sites 8CR723, 8CR868 and 8CR875, and the FMSF form for 8CR557 indicates that human remains may be encountered at that site as well. Although FMSF /GIS data indicates a potential for human remains at 8CR726, FMSF forms for that site provide no evidence for such findings. In addition, building remains (8CR857) and train lines (8CR977 and 8CR1064) evidence the area's once - extensive logging industry of the early to mid -20'i' century. According to FMSF /GIS information, SHPO has determined that 12 resources are potentially eligible and for listing in the NRHP (Table 5). In addition, 16 sites have been evaluated as eligible or potentially eligible for listing in the NRHP by surveyors, although they have not been evaluated by SHPO. Site ID number in Table 5 corresponds to numbers noted on Figures 3.1 - 3.7 (Appendix A). Table 5. Previo sly recorded cultural resources within the study area. Site Site No. Site Name Site Type Culture Evaluations ID 1 8CR729 Lone Fallen Oak Midden, campsite Glades, lb, SHPO: Potentially NRHP (prehistoric) prehistoric with eligible; Not eligible, as per pottery, 20`h FMSF form Century American 2 8CR898 Newton Midden, campsite Glades Surveyor: NRHP eligible Hammock (prehistoric), SHPO: Not evaluated extractive site, habitation 3 8CR902 C -01 Midden, campsite Glades Surveyor: Not NRHP (Gator Glades) eligible SHPO: Not evaluated 4 8CR903 C -02 Midden, extractive Glades Ia, Ib SHPO: Potentially NRHP site, habitation eligible P07074/November 2007 A3 -11 Table 5. (font.) Agenda Item No. 10C October 27, 2009 Page 122 of 330 Site Site No. Site Name Site Type Culture Evaluations ID 5 8CR921 no name Campsite, Glades la, Ib SHPO: Not NRHP extractive site, eligible special activity area 6 8CR183 Conch Midden Glades; Prehistoric SHPO: Insufficient unspecified information 7 8CR184 Deer Leg Midden Possibly Glades; Surveyor: Not NRHP Prehistoric eligible unspecified SHPO: Not evaluated 8 8CR824 Crosby Midden Prehistoric Surveyor: Potentially unspecified NRHP eligible SHPO: Not evaluated 9 8CR825 Kirkland Hammock Midden, subsurface Late .Archaic, Glades, Surveyor: Insufficient features, campsite Glades II information (prehistoric), SHPO: Not evaluated habitation, extractive site 10 8CR826 Silver Hard Hat Midden Glades III Surveyor: Potentially NRHP eligible SHPO: Not evaluated 11 8CR840 Bottoms Up Lithic scatter (as Prehistoric lacking SHPO: Insufficient per FMSF form); pottery information Cave/rock shelter (GIS data) 12 8CR556 Hunting Camp Campsite, Glades SHPO: Potentially Hammock habitation, NRHP eligible extractive site, midden 13 8CR557 Palmetto Cluster Sand mound with Glades Surveyor & possible prehistoric SHPO: Not evaluated burials 14 8CR723 Oughtabeea Midden, extractive � Late Archaic, Glades SHPO: Potentially site, dense artifact I la, fb, prehistoric NRHP eligible scatter, prehistoric with pottery, burial Transitional 15 8CR726 Buschelman Midden, campsite Late .Archaic' ?, SHPO: Not NRHP (prehistoric), Glades IIb, Glades eligible extractive site 16 8CR739 Mosquito Swamp Midden Glades. prehistoric Surveyor: Not NRHP with pottery eligible or Insufficient information SHPO: Not evaluated 17 8CR740 1882 Hammock Unspecified Unspecified Surveyor: Insufficient information SHPO: Not evaluated 18 8CR780 Kyle Midden, campsite Glades, prehistoric Surveyor: Insufficient (prehistoric), dense with pottery information artifact scatter SHPO: Not evaluated 19 8CR786 Hunting Camp Midden, campsite Glades Ia, I and II Surveyor: NRHP Hammock Midden (prehistoric), dense eligible artifact scatter SHPO: Not evaluated 1'07074/November 2007 10 A3 -12 Table 5. Wont.) Agenda Item No. 10C October 27, 2009 Page 123 of 330 Site Site No. Site Name Site Type Culture Evaluations ID 20 8CR787 Marsh Sentinel Site Midden, extractive Late Archaic, Glades Surveyor: NRHP site, diffuse artifact I eligible scatter SHPO: Not evaluated 21 8CR788 Hawkfeather Midden, campsite Glades I Surveyor: NRHP Hammock Site (prehistoric), eligible extractive site, SHPO: Not evaluated diffuse artifact scatter 22 8CR789 Citrus Camp Site Midden, campsite Late Archaic, Glades Surveyor: NRHP (prehistoric), I eligible extractive site, SHPO: Not evaluated dense artifact scatter 23 8CR790 Gnat Haven Midden, campsite Glades I and IIa Surveyor: NRHP Hammock (prehistoric), eligible habitation, SHPO: Not evaluated extractive site, dense artifact scatter 24 8CR791 Twenty Oaks Island Midden, campsite Glades I and II Surveyor: NRHP Site (prehistoric), eligible extractive site, SHPO: Not evaluated dense artifact scatter 25 8CR792 Palmetto Mound Mound, diffuse Glades I and II Surveyor: NRHP artifact scatter eligible SHPO: Not evaluated 26 8CR793 Frog Chorus Lithic Campsite Middle Archaic Surveyor: NRHP Site (prehistoric), eligible extractive site, SHPO: Not evaluated diffuse scatter 27 8CR794 Swamp Surprise Midden, campsite Glades I and II Surveyor: NRHP Midden Site (prehistoric), eligible extractive site, SHPO: Not evaluated dense artifact scatter 28 8CR795 Oak Clearing Site Midden, extractive Glades I and II Surveyor: NRHP site, diffuse artifact eligible scatter SHPO: Not evaluated 29 8CR796 Cabbage Palm Point Midden, campsite Late Archaic, Glades Surveyor: NRHP Site (prehistoric), I and II eligible extractive site SHPO: Not evaluated 30 8CR853 Exotic Orchid Midden Glades Ia SHPO: Insufficient information 31 8CR854 Hardrock Hammock Midden Prehistoric Surveyor: Insufficient unspecified information SHPO: Not evaluated 32 8CR855 Last Day Hammock Midden Prehistoric Surveyor: Insufficient unspecified information SHPO: Not evaluated P07074/November 2007 )l A3 -13 Table 5. (Cont. Agenda Item No. 10C October 27, 2009 Page 124 of 330 Site Site No. Site Name Site Type Culture Evaluations ID 33 8CR856 North Townsend Midden Prehistoric Surveyor: Insufficient (Hunt) Camp unspecified information SHPO: Not evaluated 34 8CR857 Old Saw Mill Building remains: 201h century SHPO: Not NRHP lumber mill American eligible 35 8CR858 Omar's Midden Prehistoric Surveyor: Insufficient unspecified information SHPO: Not evaluated 36 8CR867 Last Day Hammock Midden Prehistoric Surveyor: Insufficient West unspecified information SHPO: Not evaluated 37 8CR868 Snake Skin Prehistoric Prehistoric Surveyor: Potentially Hammock burial(s), midden unspecified NRHP eligible SHPO: Not evaluated 38 8CR869 Green School Bus Midden Prehistoric Surveyor: Insufficient unspecified information SHPO: Not evaluated 39 8CR873 Northwest Midden, campsite Late Archaic, Glades SHPO: Not NRHP Rattlesnake (prehistoric), eligible Hammock extractive site, habitation 40 8CR874 Rockedge Midden Midden, campsite Late Archaic, Glades, SHPO: Potentially (prehistoric), Glades IIb NRHP eligible extractive site, habitation 41 8CR875 Hamelia (or Hamelia) Prehistoric Late Archaic, Glades, SHPO: Potentially Midden burial(s), midden, Glades lb, NRHP eligible campsite, extractive site, habitation 42 8CR878 Clamshell Cove Midden, campsite Glades SHPO: Potentially Midden (prehistoric). NRHP eligible extractive site, habitation 43 8CR879 White Shell Midden, campsite Glades SHPO: Potentially Hammock (prehistoric), NRHP eligible extractive site, habitation 44 8CR880 Deep Marsh Midden, campsite Glades SHPO: Potentially Hammock (prehistoric), NRHP eligible extractive site, habitation 45 8CR881 Jump Start Hammock Midden, campsite Glades SHPO: Potentially (prehistoric), NRHP eligible extractive site, habitation 46 8CR882 Ghost Orchids Midden, campsite Glades, Glades I Surveyor: Insufficient (includes Gumbo (prehistoric) information Limbo, 8CR883) SHPO: Not evaluated 47 8CR887 Jungle Barry Midden Glades Surveyor: Insufficient information SHPO: Not evaluated P07074/November 2007 12 A3 -14 Table 5. (Cont.) Agenda Item No. 10C October 27, 2009 Page 125 of 330 Site Site No. Site Name Site Type Culture Evaluations ID 48 8CR896 Newton Square Midden, campsite Glades Surveyor: Insufficient Ridge #1 (prehistoric), information extractive site, SHPO: Not habitation evaluated 49 8CR897 Newton Square Midden, campsite Glades Surveyor: NRHP Ridge #2 (prehistoric), eligible extractive, SHPO: Not evaluated habitation 50 8CR934 no name Mound, midden, Glades Ia, IIa SHPO: Potentially campsite, NRHP eligible extractive site 51 8CR971 Picayune Canoe Log boat A.D. 1660 to 1960, SHPO: Insufficient most likely from the information logging industry and not Native American 52 8CR977 Picayune Strand Resource group: American, ca. 1940 SHPO: Not NRHP Tram -lines Logging industry to 1957 eligible rail -lines 53 8CR125 Collier Seminole Resource group: American, Seminole SHPO: Potentially State Forest State Park NRHP eligible 54 8CR1064 Logging Rail Routes- Resource group: American, ca. 1920s Surveyor: Not NRHP West Site Logging industry to early 1950s eligible rail -lines SHPO: Not evaluated In addition, two historic structures were recorded south of the study boundaries. These include 8CR138, a walking dredge used in the construction of I -75, and CR658, a 1920s gas station. No additional historic structures were recorded within or adjacent the study area. Review of the appropriate quadrangles and maps from the 1954 USDA Soil Survey of Collier County indicate limited development prior to 1958. Numerous cultural resource surveys have been performed within and immediately adjacent the study area. Surveys resulting in the recording of cultural resources within the study area include general cultural resource studies of Collier County (Dickel and Carr 1991; ACI 1992), roadway corridors (ACI 2002a), development tracts (ACI 2007a; Beriault 1999, 2003a, 2004a, 2004b), and state lands (Glowacki et al. 2003a; Heller et al. 2005; Loubster and Sheffield 2005; Loubster et al. 2006). Several other surveys recorded sites within the general project vicinity, but beyond the project boundaries ( Beriault et al. 2003; Carr and Steele 1993; Carr 2006; Weisman and Newman 1992; Glowacki et al. 2003b). Potential for Discovery of Prehistoric and Historic Sites within the Study Area As archaeologists have long realized, aboriginal populations did not select their habitation sites and special use activity areas in a random fashion. Rather, many environmental factors had a direct influence upon site location selection. Among these variables are soil drainage, distance to freshwater, relative topography, and proximity to food and other resources including stone and P07074/November 2007 13 A3 -15 Agenda Item No. 10C October 27, 2009 clay. In general, on the basis of the aforementioned projects, plus more general regional stVdles, of 330 comparative site locational data for Collier County indicate a pattern of site distribution favoring the relatively better drained terrain relative to the surrounding terrain and near a permanent or semi - permanent source of potable water including rivers, creeks, ponds, and freshwater marshes. Upland sites well removed from potable water are rare. In the pine flatwoods, sites tend to be situated on ridges and knolls near a freshwater source. A number of sites are also found in predominantly wetland regions within the study area. Dickel and Carr (1991:11) note that the "generally hospitable swamp areas" were utilized due to the rich faunal diversity. However, they specify that "...the sites are generally restricted to hardwood hammocks or tree islands, rather than in low lying swamp forest per se" (Dickel and Carr 1991:111). According to Carr (1988:51- 52), tree island sites often include sand mounds (usually within sloughs and swamps), and middens "that frequently occur on hardwood and cabbage palm islands." It should be noted that the settlement patterns noted above cannot be applied to sites of the Paleo- Indian and Early Archaic periods, which precede the onset of modern environmental conditions. Furthermore, as Dickel and Carr note (1991:112), site environment descriptions are typically based on present - day conditions "after the introduction of exotic species, decades of farming and timber clearing, and lowering of water tables through canal construction and other drainage projects." Given these known patterns of aboriginal settlement within the study area, discrete locales were identified as having a moderate to high potential for the occurrence of prehistoric archaeological sites (Figures 3.1 -3.7: Appendix A). The remainder of the project area was considered to have a low potential for prehistoric archaeological sites. Research suggests that midden sites are common in the general region, as are short-term campsites evidenced by artifact scatters. Prehistoric sites in the study area typically date to the Late Archaic to Glades period cultures. The site probability areas correspond to the slightly elevated terrain, especially adjacent to natural drainageways and amidst wetlands dispersed within the study area. Based on the results of the historical research, the potential for historic period archaeological sites was considered moderate to high within the vicinity of previously recorded sites with historic components, such as in areas once occupied by a 19th century fort, battle ground and/or trails, as well as 20th century camps and rail lines (Figures 3.1 -3.7: Appendix A); elsewhere the potential for historic archaeological resources was considered low. According to Carr (1988:52), Seminole and U.S. military sites are important site types in the interior zone of Collier County. In addition to railroads and 19th century trails, the USGS quadrangle maps and the 1954 Collier County soil maps indicate various unimproved trails within the study area. The FMSF may require such trails to be recorded if evidence is discovered during field survey. However, such sites are not typically considered eligible for listing in the NRHP, and therefore, are not included in supplementary GIS material. In addition, US 41 (a historic road) would require recording with the FMSF, as well as the associated canal. Similarly, background research suggested a limited potential for the discovery of standing buildings constructed prior to 1958 within the study area. The number of potential structures is contingent upon anticipated project construction dates, as well as the viewshed of construction, which may impact sites beyond the study boundary. Based on observation of modern aerials, it appears that modern development has affected the natural as well as historic landscape within the region. Construction of roads, housing developments, and the dredging of ditches and installation of utilities may have destroyed P07074/November 2007 14 A3 -16 Agenda Item No. 10C October 27, 2009 potential sites, as well as those already recorded. Thus, field survey of proposed development of 330 will be necessary to verify potential of probability zones as well as the presence of known cultural resources. Conclusions and Recommendations Based on the results of background research, 54 previously recorded cultural resources (including 51 archaeological sites and three resource groups) were identified within the study area. In addition, because a number of prehistoric sites have been recorded in the general vicinity, and in environments similar to that of the study area, it is the opinion of ACI that a cultural resource assessment survey will be required if state or federal dollars are used, and/or if a South Florida Water Management District permit is required. The resulting Cultural Resource Assessment Survey Report should meet the completeness and sufficiency requirements set forth in Chapter 1 A -46, Florida Administrative Code, and the effort would have to include systematic subsurface testing in high to moderate ZAPs, and judgmental testing in low ZAPS. Also, any building 50 years of age or older within the study area would have to be recorded in the FMSF and evaluated for NRHP eligibility. In conclusion, few areas will present cultural resource issues. P07074/November 2007 15 A3 -17 Bibliomphy Agenda Item No. 10C October 27, 2009 Page 128 of 330 Ambrosino, Meghan L. 2005 An Archaeological and Historical Survey of the I -75 Toll Plaza West Tower Location in Collier County, Florida. Manuscript on file, PCI, Tampa. Archaeological Consultants, Inc. (ACI) 1986 Cultural Resource Assessment Review Request, An Archaeological Assessment Survey of the City Commerce Park (DRI), Collier County, Florida. Manuscript on file, Archaeological Consultants, Inc., Sarasota. 1992 Mapping of Areas of Historical /Archaeological Probability in Collier County, Florida. Manuscript on file, Archaeological Consultants, Inc., Sarasota. 1993 A Cultural Resource Assessment Survey of US 41 (SR 90) from CR 31 to East of SR 951 Collier County, Florida. Manuscript on file, Archaeological Consultants, Inc., Sarasota. 1999 Revised Mapping of Areas of Historical /Archaeological Probability in Collier County, Florida. Manuscript on file, Archaeological Consultants, Inc., Sarasota. 2000 A Cultural Resource Assessment Survey, State Road 84 (Davis Boulevard) from Santa Barbara Boulevard to CR 951 /SR 951, Collier County, Florida. Manuscript on file, Archaeological Consultants, Inc., Sarasota. 2001 A Cultural Resource Assessment Survey of I -75 from SR 951 to South of Bonita Beach Road, Collier County, Florida, Financial Project ID No. 40313 1 22 01; FP No. 0754 132 1. Manuscript on file, Archaeological Consultants, Inc., Sarasota. 2002a Addendum Cultural Resource Assessment Survey 1 -75 PD &E Study SR 951 to the Collier /Lee County Line. Manuscript on file, Archaeological Consultants, Inc., Sarasota. 2002b Cultural Resource Assessment Survey East Naples Mine II Project, Collier County, Florida. Manuscript on file, Archaeological Consultants, Inc., Sarasota. 2003a Cultural Resource Assessment Survey HHH Ranch Collier County, Florida. Manuscript on file, Archaeological Consultants, Inc., Sarasota. 2003b Cultural Resource Assessment Survey Henderson Creek PUD, Collier County, Florida. Manuscript on file, Archaeological Consultants, Inc., Sarasota. 2007a Cultural Resource Assessment Survey Collier County Solid Waste Operations Park, Collier County, Florida. Manuscript on file, Archaeological Consultants, Inc., Sarasota. 2007b Addendum to the Cultural Resources Assessment Survey, State Road 84 (Davis Boulevard) from West of Santa Barbara Boulevard to East of Collier Boulevard (CR951 /SR951), Collier County, Florida. Manuscript on file, Archaeological Consultants, Inc., Sarasota. Archaeological and Historical Conservancy (AHC) 1988 An Archaeological Survey of Collier County, Florida. Manuscript on file, AHC, Miami. 1992 An Archaeological Survey of Collier County: Phase L AHC Technical Report #38. On file, AHC, Miami. P07074 /November 2007 16 A3 -18 Agenda Item No. 10C October 27, 2009 Beriault, John G. Page 129 of 330 1983 Toll Gate Commercial Center, Collier County, Florida. Manuscript on file, Florida Division of Historical Resources, Tallahassee. 1999 An Archaeological Survey of the Winding Cypress Property, Collier County, Florida. Manuscript on file, Florida Division of Historical Resources, Tallahassee. 2003a A Phase One Archaeological Assessment of the Newton PUD Parcel, Collier County, Florida. Manuscript on file, AHC, Davie. 2003b An Archaeological Survey of a Section of the County Road 951 Corridor, Collier County, Florida. Manuscript on file, AHC, Davie. 2004a A Phase One Archaeological Assessment of the Feathers Parcel, Collier County, Florida. Manuscript on file, AHC, Miami. 2004b A Phase One Archaeological Assessment of the Newton Square Parcel, Collier County, Florida. Manuscript on file, AHC, Davie. 2005 A Phase One Archaeological Assessment of the Toll - Rattlesnake Parcel, Collier County, Florida. Manuscript on file, AHC, Miami. 2006 A Phase One Archaeological Assessment of the Collier Boulevard, CR 951 Road Corridor, Interstate 75 to U.S. 41, Collier County, Florida. Manuscript on file, AHC, Davie. Beriault, John G., Steven Bertone, Robert S. Carr, Mark Lance 2003 A Phase I Archaeological Assessment of the Ten Thousand Islands Collier County, Florida. Technical Report #434. Manuscript on file, AHC, Davie, Florida. Browning, William D. 1990 Archaeological Resource Assessment Survey: SR 84 from CR 31 to CR 951, Collier County, Florida. Manuscript on file, Florida Division of Historical Resources, Tallahassee. Browning, William D. and L. Ross Morrell 1978 [Letter Report on William D. Browning Archaeological Survey] State Project No 03030 -1503, State Road 951 from SR 92 to SR 90/US 41, Collier County. Carr, Robert S. 1990 An Archaeological Assessment of the Arete Golf Course Property, Collier County, Florida. Manuscript on file, Florida Division of Historical Resources, Tallahassee. 2000 Time Warner /Golden Gate Parkway Tower. Manuscript on file, AHC, Miami. Carr, Robert S. and Willard Steele 1993 An Archaeological Survey and Assessment of the Lely Resort Property, Collier County, Florida. AHC Technical Report #70. Manuscript on file, AHC, Miami. P07074/November 2007 17 A3 -19 Agenda Item No. 10C October 27, 2009 Dickel, David N. and Robert S. Carr Page 130 of 330 1991 An Archaeological Survey of Collier County, Florida: Phase I [Collier County, Florida]. Manuscript on file, Florida Division of Historical Resources, Tallahassee. Florida Preservation Services (FPS) 1986 Historical /Architectural Survey of Collier County, Florida. Manuscript on file, FPS, Tallahassee. Glowacki, Mary, Christine Newman and Christopher Morehart 2003a Inventory and Assessment of Cultural Resources in the Picayune Strand State Forest, Collier County, Florida. Manuscript on file, Florida Division of Historical Resources, Tallahassee. 2003b Rookery Bay Conservation and Recreation Lands (CARL) January 2003 Field Project. Manuscript on file, Florida Division of Historical Resources, Tallahassee. Hammond, .Tames 2006 Army Forts of Southwest Florida. Text and maps on file, James Hammond, Naples. Heller, Nathanael, William P. Athens, Brandi Carter, Sean Coughlin, , Kan' Krause, and Robert Lackowicz 2005 Cultural Resources Investigation of the Picayune Strand Cultural Resources Survey Project Collier County, Florida. Manuscript on file, US Army Corps of Engineers Jacksonville District, Jacksonville. Ives. Lieut. J. C. 1856 Map of the Peninsula of Florida South of Tanya Bay. Top Engineers. Reprint, Robert E. Lamme, Hialeah. Jackson, Roy Adlai 1990 Historical Resource Assessment Survey of a Segment of SR 84, Collier County, Florida. Manuscript on file, Florida Division of Historical Resources, Tallahassee. Janus Research 2005a Reconnaissance Survey of the Century Park Center Area, Collier County. Manuscript on file, Janus Research, Tampa. 2005b Cultural Resource Assessment Survey for the Picayune Strand Restoration Pump Stations Project, Collier County. Manuscript on file, Janus Research, Tampa. 2006a Cultural Resource Assessment Survey of the Picayune Geotechnical Survey Project Area, Collier County, Florida. Manuscript on file, Janus Research, Tampa. 2006b Cultural Resource Assessment Survey of Additional Parcels for the Picayune Strand Soil Remediation .Areas Project, Collier County. Manuscript on file, Janus Research, Tampa. Jones, Paul L. 2001 An Archaeological and Historical of the Proposed Country Road Tower Location in Collier County, Florida. Manuscript on file, Panamerican Consultants, Inc., Tampa. P07074. /November 2007 18 A3 -20 Agenda Item No. 10C October 27, 2009 Loubster, Johannes H.N. and Mason Sheffield Page 131 of 330 2005 Cultural Resources Survey, Picayune Strand Restoration Project, Collier County, Florida. Manuscript on file, U.S. Army Corps of Engineers, Jacksonville. Loubster, Johannes H.N. Leslie Raymer, Mason Sheffield, Cynthia G. Thomas, and Stacey Young 2006 Phase II Cultural Resources Survey, Picayne Strand Restoration Project, Collier County, Florida. Manuscript on file, U.S. Army Corps of Engineers, Jacksonville. Sims, Cynthia L. 2002a Cultural Resource Evaluation for the Proposed Golden Gate Boulevard Tower Location in Collier County, Florida. Manuscript on file, Panamerican Consultants, Inc., Tampa. 2002b Cultural Resource Evaluation for the Proposed North Golden Gate Tower Location in Collier County, Florida. Manuscript on file, Panamerican Consultants, Inc., Tampa. Rand McNally and Company 1902 "Florida Railroads" adapted from Rand McNally and Company's New Business Atlas Map of Florida. Rand McNally and Company, Chicago. Available on line, http:// alabamamaps .ua.edu,�historicalmgps /us states /florida/index3.html. Klinkenberg, Jeff 1994 "Swamp Loggers." The St. Petersburg Times, Sunday, September 18. State of Florida, Department of Environmental Protection 1872 Field Notes, Volume 220. 1874a Field Notes, Volume 225. 1874b Plat, Township 49 South, Range 26 East. 1875 Field Notes, Volume 228. 1876a Field Notes, Volume 230. 1876b Plat, Township 50 South, Range 26 East. 1876c Plat, Township 51 South, Range 26 East. 1876d Plat, Township 51 South, Range 27 East. 1881 Field Notes, Volume 236. 1882a Plat, Township 50 South, Range 27 East. 1882b Field Notes, Volume 236. 1882c Plat, Township 51 South, Range 28 East. 1882d Plat, Township 52 South, Range 27 East. n.d.a Tract Records, Volume 23. n.d.b Tract Records, Volume 24. n.d.c Tract Records, Volume 25. State Topographic Office 1993 General Highway Map, Collier County, Florida. P07074/November 2007 19 A3 -21 Thomas, Cynthia G. Agenda Item No. 10C October 27, 2009 Page 132 of 330 2007 Florida Master Site File Form: Picayune strand Tram -lines (8CR977). Associated with Phase II Cultural Resources Survey, Picayune Strand Restoration Project, Collier County, Florida. Form on file, Florida Master Site File, Tallahassee. U.S. Fish and Wildlife Service n.d. Florida Panther National Wildlife Refuge. http: / /www.fu,s.gov /refuges /profiles /index.cfm ?id= 41545. Accessed January 6, 2005. United States Department of Agricultur*r- - ' 1954 Soil Survey Collier County, Florida. USDA Soil Conservation Service, Washington, D.C. 1990 Soil Survey of Collier County Area, Florida (Revised). USDA Soil Conservation Service, Washington, D.C. United States Geological Survey (USGS) 1958 Belle Meade, Fla. Photorevised (PR) 1987, Bathymetry Added (BA) 1991. 1958 Belle Meade NE, Fla, PR 1973. 1958 Belle Meade NW, Fla. PR 1987. 1958 Belle Meade SE, Fla. PR 1973. 1973 Royal Palm Hammock, Fla. 1973 Marco Island, Fla. Weisman, Brent and Christine Newman 1992 A Preliminary Cultural Resource Inventory of the Fakahatchee Strand State Preserve. Manuscript on file, Florida Division of Historical Resources, Tallahassee. 1994 An Archaeological Inventory of the Golden Gate State Forest, Collier County, Florida. Manuscript on file, Florida Division of Historical Resources, Tallahassee. P07074,,November 2007 20 A3 -22 Agenda Item No. 10C October 27, 2009 Page 133 of 330 Appendix A: Figures 3.1 -3.7. Previously recorded sites, zones of archaeological probability, and potential historic resources within the Wilson Boulevard Extension/Benfield Road Corridor Study. P07074/November 2007 A3 -23 «-24 7\ } $% \\ r\ \: 9 \ \ \ƒ /t ±\ \ \ {) §$ /a t|ate /u)3 23 /; rJa) �} \i \ \ \\ \> \\ \{ \\ \( \\ �sy! �j7\{ 27mI/ �) k\ � 17�1. , bf a�M 1 ab t i € tt T Y €" x! �: �, �•, "� it� f ��t �� €i>�Y €f� �''. t �. { °Yi�€ tq 1 , •i.i rt tIR 7f�� t A 1 ' i� • t '1Jf i'^rix^rfsut '�`it�i�as�iml y� $ N"fNb �{ } �f,, i�,}Aelen AA . i!Y # a(aji #Y k # r Y✓� ;� ♦ a #. f.: {iy ff YA�t. t y v }y €. Is lo /A +A ffJ iy Tyfi si} i ��# �'' OVJ vE , W Z ..r.. 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V x C 0 Y ? � O — � r a T 2 ; � B _ 3 U � 3 Z G � U 2 1®nn P07074/November 2007 A3 -31 Appendix B: Survey Log Agenda Item No. 10C October 27, 2009 Page 141 of 330 Agenda Item No. 10C October 27, 2009 Page t Page 142 of 330 r Ent D (FMSF only) _I_!_ `- Survey Log Sheet Survey # (FMSF only) Florida Master Site File Version 4.1 1107 Consult Guide to the Survey Log Sheet for detailed instructions. identification and Bibliographic Information Survey Project (name and project phase) Report Title (exactly as on title page) Report Author(s) (as on title page— individual or corporate; last names first) Publication Date (year) Total Number of Pages in Report (count text, figures, tables, not site forms) Publication Information (Give series and no. in series, publisher and city. For article or chapter, cite page numbers. Use the style of American Antiquity.) Supervisor(s) of Fieldwork (whether or not the same as authorls]; last name first) Affiliation of Fieldworkers (organization, city) Key WordslPhrases (Don't use the county, or common words like archaeology, structure, survey, architecture. Limit each word or phrase to 25 characters.) Survey Sponsors (corporation, government unit, or person who is directly paying for fieldwork) Name Address /Phone Recorder of Log Sheet Date Log Sheet Completed I I Is this survey or project a continuation of a previous project? 0 No ❑ Yes: Previous survey #(s) (FMSF only) Counties (List each one in which field survey was done - do not abbreviate; use supplement sheet if necessary) USGS 1:24,000 Map(s) : Map Name /Date of Latest Revision (use supplement sheet if necessary): f escifiPfirin Dates for Fieldwork: Start _I_I_ End _I_I Total Area Surveyed (fill in one) hectares acres Number of Distinct Tracts or Areas Surveyed If Corridor (fill in one for each): Width meters feet Length kilometers miles HUE066R0107 Florida Master Site File, Division of Historical Resources, Gray Building, 500 South Bronough Street, Tallahassee, Florida 32399 -0250 Phone 850. 245 -6440, FAX 850 245 6439, Email: SiteFile @dos.state.fl.us A3 -32 — Page 2 Survey Log Sheet Agenda Item No. IOC October 27, 2009 Page 143 of 330 Survey # Archaeological Methods (,/Check as many as apply to the project as a whole.) 0 Check here if NO archaeological methods were used. 0 surface collection, controlled 0 other screen shovel test (size: 0 block excavation (at least 2x2 M) 0 surface collection, uncontrolled _) ❑ water screen (finest size: _) I 1 1 i ❑ posthole tests Types of Survey (check all that apply): 0 archaeological 0 architectural 0 historical /archival 0 underwater 0 other: Preliminary Methods ( ✓Check as many as apply to the project as a whole.) 0 coring 0 unknown 0 Florida Archives (Gray Building) 0 library research- local public 0 local property or tax records 0 other historic maps 0 Florida Photo Archives (Gray Building) 0 library - special collection - nonlocal 0 newspaper files 0 soils maps or data 0 Site File property search 0 Public Lands Survey (maps at DEP) 0 literature search 0 windshield survey 0 Site File survey search 0 local informant(s) 0 Sanborn Insurance maps 0 aerial photography 0 other (describe) Archaeological Methods (,/Check as many as apply to the project as a whole.) 0 Check here if NO archaeological methods were used. 0 surface collection, controlled 0 other screen shovel test (size: 0 block excavation (at least 2x2 M) 0 surface collection, uncontrolled _) ❑ water screen (finest size: _) 0 soil resistivity 0 shovel test- 1 14"screen ❑ posthole tests 0 magnetometer 0 shovel test -118" screen D auger (size:_) 0 side scan sonar 0 shovel test 1116 "screen 0 coring 0 unknown 0 shovel test- unscreened ❑ test excavation (at least 1 x2 MI 0 other (describe): Historical /Architectural Methods ( ✓Check as many as apply to the project as a whole.) 0 Check here if NO historicallarchitectural methods were used. 0 building permits 0 demolition permits ❑ neighbor interview 0 subdivision maps 0 commercial permits 0 exposed ground inspected 0 occupant interview ❑ tax records 0 interior documentation 0 local property records 0 occupation permits ❑ unknown 0 other (describe): ico poll ntensitylPro cod ures burces TeCDT48d) Site Significance Evaluated? 0 Yes 0 No If Yes, circle NR- eligiblelsignificant site numbers below. Site Counts: Previously Recorded Sites Newly Recorded Sites Previously Recorded Site #'s with Site File Update Forms (List site a's without "8." Attach supplementary pages if necessary) Newly Recorded Site #'s (Are you sure all are originals and not updates? Identify methods used to check for updates, i.e., researched Site File records. List site #'s without "8." Attach supplementary pages if necessary.) Site Form Used: 0 Site File Paper Form 0 SmartForm II Electronic Recording Form 0 Compliance Review: HR6E066R0107 Florida Master Site File, Division of Historical Resources, Gray Building, 500 South Bronough Street, Tallahassee, Florida 32399.0250 Phone 850.245 -6440, FAX 850.245 -6439, Email: SiteFile @dos.state.fl.us A3 -33 Agenda Item No. 10C Project Location a ............. Y A, Wilson Boulevard EatensiorvBenfield Road Corridor Study. Townships 49. 50, 51 and 52 South, Ranges 26, 27 and 28 East (USGS Belle Meade, Fla. 1958. PR 1987; Belle Meade SF, Fla. 1958, 1973; Belle Meade NE, Fla. 1958, PR 1973, Belle Meade NW, Fla. 1958, PR 1987: Royal Palm Hammock, Fla. 1973; Marco Island. Fla. 1973). 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P C a 6 e I C`4 C* Agenda Item No. 10C October 27, 2009 TABLE 4 - 1 Page 160 of 330 GENERALIZED ANNUAL AVERAGE DAILY VOLUMES FOR FLORIDA'S URBANIZED AREAS* UNINTERRUPTED FLOW HIGHWAYS Class Il (2.00 to 4.50 signalized intersections per mile) FREEWAYS Interchange spacing = Level of Service Lanes Divided A B C D 2 Undivided 2,000 7.000 13,800 19,600 4 Divided 20,400 33,000 47.800 61,800 6 Divided 30.500 49,500 71.600 92.700 STATE TWO -WAY ARTERIALS Class I ( %0.00 to 1.99 signalized intersections per mile) E 70.200 Level of Service Lanes Divided A B C D 2 Undivided ** 4,200 13,800 1(-5,4(10 4 Divided 4,800 29,300 34,700 35,700 6 Divided 7,300 44,700 5 ^_,100 53,500 8 Divided 9.400 58,000 66,100 67,800 Class Il (2.00 to 4.50 signalized intersections per mile) FREEWAYS E 16,900 * ** Interchange spacing = 2 mi_apart Lanes Divided A B E D E Level of Service 11,200 15.400 27,000 Lanes A B C D E 70.200 4 23.800 39,600 55'200 67.100 74.600 105.400 6 36.900 61,100 85,300 103,600 115,300 12 8 49,900 82,700 115300 140.200 1-56,000 4.5 signalized intersections per mile and within 10 63.000 104.200 145.500 176,900 196,400 _12 _ 7 5.900 125.800 175,500 213,500 237,100 E 16,900 * ** Class III (more than 4.5 signalized intersections per mile and not within primary city central business district of an urbanized area over 750.000) Intcrchangespacing - -2 mi apart Level of Service Lanes Divided A B C D E 2 Undivided ** 1,900 11,200 15.400 16,300 4 Divided ** 4,100 26,000 32.700 34,500 6 Divided ** 6,500 40,300 49200 51.800 8 Divided ** 8,500 53,300 63.800 67,000 Class III (more than 4.5 signalized intersections per mile and not within primary city central business district of an urbanized area over 750.000) Intcrchangespacing - -2 mi apart BICYCLE MODE (Note: Level of sery ice for the bicycle mode in this table is based on roadway geonletrics at 40 mph posted speed and traffic conditions, not number of bicvchsts using the facility.) ( Multiplv motorized vehicle volumes shown below by number of directional roadway lanes to determine two -way maximum service volumes ) Level of Service Lanes A B C D E 4 21000 36.000 52,000 67 200 76.500 6 34.800 56,500 81,700 105,800 120.100 8 47.500 77.000 111,400 144.300 163.900 10 60.200 97.500 141.200 182,600 207.600 12 72,000 118.100 170,900 221 -100 251.200 BICYCLE MODE (Note: Level of sery ice for the bicycle mode in this table is based on roadway geonletrics at 40 mph posted speed and traffic conditions, not number of bicvchsts using the facility.) ( Multiplv motorized vehicle volumes shown below by number of directional roadway lanes to determine two -way maximum service volumes ) Source: Florida Department of Transportation 02 22 02 Muhl Undn lded No -2;° o Systems Planning Office 605 Suwannee Street, MS 19 ONE -WAY FACILITIES Tallahassee, FL 32399 -0450 Decrease corresponding two - directional volumes in this table by 40 0o to http: /hvwwl 1 myflor da comi plan ning; systems'sm.'los, default. htm obtain the equivalent one directional volume for one -wav facilities. 'This table does not eou'l -ne a standard and should be used onl% (or general planning applications. The computer models from ohich this table is darned should be used for more specific planning applications. The table and die —iig computer models should not be used for corridor or intersection design. ,%here more refined techniques —st Values shmvn arc i% annual average daik columes (based on K,a factors) for Icccls of service and are forthe aulomobllchrvck modes unless spceificalh stated. Level of service letter grad, thresholds arc probabl% not comparable across modes and therefore. cross medal compansons should he made -th caution. Furthemnorc. combmin� Icy cis o(scn •.ce of differen[ modes rain one rn erall madrvar Ic%cl of service is not recommended The tables input -lue defaults and le el of sen lee enteric appear on the folio,nng page. Calculations arc based on planning appi ications of the High, a, Capacin Manual, Bmpcic LOS Modcl. lodc—an LOS Model and Transit Captious %and Quality of Senicc Manual_ respcctnch for the automob,ic i ck. bigcle. pcdcsirian and bus modes. "Cannot he " hicn - -cd using table input veluc defaults. Net applicable for that lc%el of service letter grade. For automobile track modes. columes grcatcr man loci of sen ice D 1,,co e F because Intersection capacities hacc been reached. For hic%e ,and pedestrian modes. dnr Ie%el of service later grade (including Firs not ael ie%ahle. hccwse there is no —mium vehicle volume threshold using tale input value defaults. 85 Paved Shoulder' Level of Service Ric%cle Lane Level of Service Lanes Divided A B C D E Coverage A B C D E 2 Undivided ** ** 5,300 12.600 15,500 0 -491-0 ** ** 3.200 13,800 - 13,800 4 Divided ** ** 12,400 28.900 32.800 50 -94 1 o ** 2,500 4,100 -4,100 * ** 6 Divided ** ** 19,500 44.700 49,300 85- 100°0 3,100 7,200 -7,200 * ** * ** 8 Divided ** ** 25,800 58.700 63.800 PEDESTRIAN MODE Class IV (more than 4.5 signalized intersections per mile and within (Note: Level of service for the pedestrian mode in this table is based on roadway primary, city central business district of an urbanized area geometries at 40 mph posted speed and traffic conditions, not number of pedestrians over 750,000) using the facility) (Multiple motorized vehicle volumes shown below by number of Level of Service directional roadway lanes to determine two -vva} maximum service volumes.) Lanes Divided A B C D E Level of Service 2 Undivided ** ** 5200 13,700 15,000 Sidewalk Coverage A B C D E 4 Divided ** ** 12_.300 30.300 31,700 0 -491-0 ** ** ** 6.400 15,500 6 Divided ** ** 19,100 45.800 47.600 50-84% ** ** ** 9.900 19.000 8 Divided ** ** 25,900 59.900 62 200 85- 100 °'0 ** 2,200 11.300 -, 11.300 BUS MODE (Scheduled Fixed Route) NON -STATE ROADWAYS Major City /County Roadways ( Buses per hour) Level of Service (Note: Buses per hour ;h are onh for the peak hour in the single direction of the higher traffic Flow_) Lanes Divided A B C D E Level of Service 2 Undivided ** ** 9,100 14,600 15,600 Sidewalk Coverage A B C D E 4 Divided ** ** 2_1400 31.100 32,900 0 -84 10 '* 5 >4 --3 -2 6 Divided ** ** 33 400 46.800 49.300 85 -100% 6 .4 -3 -2 1 ARTERIAL /NON -STATE ROADWAY ADJUSTMENTS Other Signalized Roadways DIVIDED UNDIVIDED ) signalized intersection analysis) ( alter corresponding volume by the indicated percent) Level of Service Lanes Median I eft Tunis Lanes Adjustment Factors Lanes Divided A B C D E - DiN ided Yes 5 °'0 2 Undivided ** ** 4,800 10.000 12.600 _ Undivided No 4 Divided ** ** 11.100 21700 25.200 Multi Undivided Yes -5 °b Source: Florida Department of Transportation 02 22 02 Muhl Undn lded No -2;° o Systems Planning Office 605 Suwannee Street, MS 19 ONE -WAY FACILITIES Tallahassee, FL 32399 -0450 Decrease corresponding two - directional volumes in this table by 40 0o to http: /hvwwl 1 myflor da comi plan ning; systems'sm.'los, default. htm obtain the equivalent one directional volume for one -wav facilities. 'This table does not eou'l -ne a standard and should be used onl% (or general planning applications. The computer models from ohich this table is darned should be used for more specific planning applications. The table and die —iig computer models should not be used for corridor or intersection design. ,%here more refined techniques —st Values shmvn arc i% annual average daik columes (based on K,a factors) for Icccls of service and are forthe aulomobllchrvck modes unless spceificalh stated. Level of service letter grad, thresholds arc probabl% not comparable across modes and therefore. cross medal compansons should he made -th caution. Furthemnorc. combmin� Icy cis o(scn •.ce of differen[ modes rain one rn erall madrvar Ic%cl of service is not recommended The tables input -lue defaults and le el of sen lee enteric appear on the folio,nng page. Calculations arc based on planning appi ications of the High, a, Capacin Manual, Bmpcic LOS Modcl. lodc—an LOS Model and Transit Captious %and Quality of Senicc Manual_ respcctnch for the automob,ic i ck. bigcle. pcdcsirian and bus modes. "Cannot he " hicn - -cd using table input veluc defaults. Net applicable for that lc%el of service letter grade. For automobile track modes. columes grcatcr man loci of sen ice D 1,,co e F because Intersection capacities hacc been reached. For hic%e ,and pedestrian modes. dnr Ie%el of service later grade (including Firs not ael ie%ahle. hccwse there is no —mium vehicle volume threshold using tale input value defaults. 85 Agenda Item No. 10C October 27, 2009 TABLE 4 - 2 Page 161 of 330 GENERALIZED ANNUAL AVERAGE DAILY VOLUMES FOR FLORIDA'S AREAS TRANSITIONING INTO URBANIZED AREAS OR AREAS OVER 5,000 NOT IN URBANIZED AREAS* UNINTERRUPTED FLOW HIGHWAYS FREEWAYS Level of Service Level of Service Lanes A B C D E Lanes Divided A B C D E 4 23,500 38,700 52,500 62,200 69,100 2 Undivided 2,100 6,900 12,900 18,200 24,900 6 36,400 59,800 81,100 96,000 106,700 4 Divided 18,600 30,200 43,600 56,500 64,200 8 49,100 80,900 109,600 129,800 144,400 6 Divided 27,900 45,200 65,500 84,700 96,200 10 61,800 101,800 138,400 163,800 182,000 STATE TWO -WAY ARTERIALS Class I ( >0.00 to 1.99 signalized intersections per mile) BICYCLE MODE Level of Service (Note: Level of service for the bicycle mode in this table is based on roadway Lanes Divided A B C D E geometries at 40 mph posted speed and traffic conditions, not number of 2 Undivided ** 4,000 13,100 15,500 16,300 bicyclists using the facility.) (Multiply motorized vehicle volumes shown 4 Divided 4,600 27,900 32,800 34,200 * ** below by number of directional roadway lanes to determine two -way 6 Divided 6,900 42,800 49,300 51,400 * ** maximum service volumes.) Class 11 (2.00 to 4.50 signalized intersections per mile) Paved Shoulder/ Bicycle Lane Level of Service Level of Service Coverage A B C D E Lanes Divided A B C D E 0 -49% ** 1,900 3,300 13,600 >13,600 2 Undivided ** ** 10,500 14,500 15,300 50 -84% ** 2,500 4,000 >4,000 * ** 4 Divided ** 3,700 24,400 30,600 32,200 85 -100% 3,200 7,100 >T100 * ** * ** 6 Divided ** 6,000 38,000 46,100 48,400 PEDESTRIAN MODE Class III (more than 4.5 signalized intersections per mile) (Note: Level of service for the pedestrian mode in this table is based on Level of Service roadway geometric at 40 mph posted speed and traffic conditions, not number Lanes Divided A B C D E of pedestrians using the facility.) (Multiply motorized vehicle volumes shown 2 Undivided ** ** 5,000 11,900 14,600 by number of directional roadway, lanes to determine two -way maximum 4 Divided ** ** 11,700 27,200 30,800 service volumes.) 6 Divided ** ** 18,400 42,100 46,300 Level of Service /o Sidewalk Coverage A B C D E 0 -49% ** ** ** 6,300 15,400 NON -STATE ROADWAYS 50 -84% ** ** ** 9,800 18,800 Major City/County Roadways 85 -100% ** 2,200 11,200 >11,200 * ** Level of Service Lanes Divided A B C D E ARTERIAL/NON -STATE ROADWAY ADJUSTMENTS 2 Undivided ** ** 7,000 13,600 14,600 DIVIDED/UNDIVIDED 4 Divided ** ** 16,400 29,300 30,900 6 Divided ** ** 25,700 44,100 46,400 Lanes Median Left Turn Lanes Adjustment Factors Other Signalized Roadways 2 Divided Yes +5% (signalized intersection analysis) 2 Undivided No -20% Multi Undivided Yes -5% 1 -eve] of Service Multi Undivided No -25% Lanes Divided A B C D• E 2 Undivided ** ** 4,400 9,400 12,000 ONE -WAY FACILITIES 4 Divided ** ** 10,300 20,200 24,000 Decrease corresponding vvo- directional volumes in this table by 40% to Source: Florida Department of Transportation 02 /22/02 Systems Planning Office obtain the equivalent one directional volume for one -way facilities. 605 Suwannee Street, MS 19 Tallahassee, FL 32399 -0450 http. / /ww,wl 1. mvflorida.com/planninp/systems/sm/los/default.htm *This table does not constitute a stmtdard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Values shown are two -way annual average daily volumes (based on Kin factors) for levels of service and are for the automobileitmck modes unless specifically stated. Level of senice letter grade thresholds are probably not comparable across modes and, therefore, cross modal comparisons should be made with caution. Furthermore, combining levels of service of different modes into one overall roadway level of service is not recommended. The tables input value defaults and level of service criteria appear on the following page. Calculations are hased on planning applications of the Highway Capacity Manual, Bicycle LOS Model, and Pedestrian LOS Model, respectively for the automobile /truck, bicvcle and pedestrian modes. "Cannot be achieved using table input value defaults. " *Not applicable for the level of service letter grade. For aummohiletruck modes, volumes treater than level of service D become F because intersection capacities have been reached. For bicycle and pedestrian modes, the level of service letter grade (including Fl is not achievable, because there is no maximum vehicle volume threshold using table input value defaults. 87 Agenda Item No. 10C October 27, 2009 TABLE 4 - 3 Page 162 of 330 GENERALIZED ANNUAL AVERAGE DAILY VOLUMES FOR FLORIDA'S RURAL UNDEVELOPED AREAS AND CITIES OR DEVELOPED AREAS LESS THAN 5,000 POPULATION* RURAL UNDEVELOPED AREAS CITIES OR RURAL DEVELOPED AREAS LESS THAN 5000 FREEWAYS FREEWAYS Level of Sery ice Lanes A B C D E Level of Service 4 21,300 35,300 47,900 56,600 63,000 Lanes A B C D E 6 33,100 54300 73,900 87,400 97,200 4 21,300 35,300 47,900 56.600 63.000 8 44,700 73.600 100,000 118,400 131400 6 33,100 54,300 73,900 87 400 97,200 UNINTERRUPTED FLOW HIGHWAYS 8 44,700 73,600 100,000 118.400 131.400 Level of Service Lanes Divided A B C D E 2 Undivided 2500 7,200 12,700 17,300 23.500 UNINTERRUPTED FLOW HIGHNI'AYS 4 Divided 17,800 28,900 41,800 54,100 61,500 6 Divided 26,800 43,300 62,700 81.200 92.200 Level of Service INTERRUPTED FLOW ARTERIALS Lanes Divided A B C D E Level of Service 2 Undivided 2,600 5,300 8,600 13.800 22,300 Lanes Divided 4 B C D E 4 Divided 17,500 28,600 40,800 52400 58,300 2 Undivided ** 2,200 11.000 13,900 14,900 6 Divided 26,200 42,800 61.200 78,600 87400 4 Divided ** 5300 25,500 29.400 31,200 6 Divided ** 8.400 39.400 44.200 46.800 PASSING LANE ADJUSTMENTS NON -STATE SIGNALIZED ROADWAYS (alter corresponding two -lane LOS A -D volumes indicated percent) (signalized intersection analysis) Level of Service Passing Lane Spacing .Adjustment Factors Lanes A B C D E 5 mi. +25n /o 2 `* * 1,900 7.600 10.100 10 mi +10% BICYCLE MODE (Note. LeN el of service for the bicycle mode in this table is based on roadwav geometries at 45 mph posted speed and traffic conditions, not number of ISOLATED SIGNALIZED INTERSECTIONS bicyclists using the facility ) (Multiply motorized vehicle volumes shovm below by numher of directional roadway lanes to determine maximum service Level of Sery °ice volumes ) Lanes A B C D E 2 ** 1,900 8,000 10,700 12,100 Paved Shoulder/ 4 *' 2,900 17A00 23,000 25_200 Bicycle Lane Level of Service 6 ** 4.500 27.100 35.500 43.100 Coverage A B C D E 0- 491.�o ** ** 1.800 6.900 >6,900 BICYCLE MODE 50 -84% ** 2,100 3,500 >3,500 * ** 8i -10o% 2,800 4,000 -4,000 * ** * ** (Note: Level ofservice forthe bicycle mode in this table is based on roadway geometries at 55 mph posted speed and traffic conditions. not number of PEDESTRIAN MODE bicyclists using the facility.) (Multiply motorized vehicle volumes shown below (Note Level of service for the pedestrian mode in this table is based on bv_ directional roadway lanes to determine maximum service volwne) roadway geometric at 45 mph posted speed and traffic conditions, not number of pedestrian using the facility ) (Multiply motorized vehicle volumes shown Paved Shoulder/ he number of directional roadvNa ) lanes to determine maximum service Bicycle Lane volumes ) Coverage A B C D E Level ofSelvice 0 -49% ** ** ** ** 6.200 Sidewalk Coverage A B C D E 50 -84% * * * * * * * * 17.600 0 -49% * * * * * * 4,400 14,200 85 -100% ** ** 3.900 .3.900 * ** 50 -84 110 •* ** *• 8.000 18,000 85 -100% ** ** 9,400 >9.400 * ** 02/22/02 NON- FREEWAI AND SIGNALIZED INTERSECTION ANALYSES DIVIDED/tINDiVIDED ADJUSTMENTS Source: Florida Department of Transportation (alter corresponding volumes by the indicated percent) Systems Planning Office lanes Median Left Turn Lanes Adjustment Factors 605 Suwannee Street, %IS 19 2 Divided Yes +5% Tallahassee, FL 32399 -0450 2 Undivided No -20% Multi Undivided Yes -5% http: /M mull. rm7flondacarJplannin2 /systelndsniAos/defaukhun I Multi Undivided No -25% *This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for wmdor or intersection design, where more refined techniques exist. Values shown are t, %vay annual averac, daily volumes (based on Kioo factors) for levels of sett ice and are for the automobile.'truck modes unless specifically stated. Level of setrce letter grade thresholds are probabk "' comparable across modes and, therefore, cross modal comparisons should be made with caution. Furthermore, combining levels of service of different modes into one overall roadway level of service is not recommended. The table's input value default., and level of service criteria appear on the following page. Calculations are based on planning applications of the Highway Capacn, Manual. &cycle LOS Model, and Pede,wrin 1.0s Model, respecrivelc for the automobile -yuck, bicycle and pedestrian modes. "Cannot be achieved using- table input value defaults * *'Not applicable for the level of service letter grade For h¢ynle and pedestrian modes, the level of service leter _grade (mcludine F) is net ,chic. able. because there is no maximum vehicle volume threshold using table input value defaults. - 89 Location / Scenario n._ native 1: No Build Cost to restore operating conditions: Collier Blvd. (SR 951) Golden Gate Blvd to Pine Ridge Rd 6D Interchange modification: CR 951 at 1 -75 Alternative 2: Miller Boulevard Cost of Improvement Construct 4L from 2L road 2U Cost to restore operating conditions: Interchange modification: CR 951 at 1 -75 Alternative 3 Cost of Improvement US 41 CR 951 0 Cost to restore operating conditions: Interchange modification: CR 951 at 1 -75 Agenda Item No. 10C October 27, 2009 Page 163 of 330 Dist Unit Cost Source 8D 1.14 $ 5,112,169.87 per mi 1 $ 5,827,873.65 $ 125,000,000.00 2 $ 125,000,000.00 TOTAL $ 130,827,873.65 4D NA 3 $ 360,369,757.00 $ 125,000,000.00 2 $ 125,000,000.00 TOTAL $ 485,369,757.00 4D NA 3 $ 337,018,284.00 $ 125,000,000.00 2 $ 125,000,000.00 TOTAL $ 462,018,284.00 1 FDOT Generic Cost per Mile Models (June 2007 -May 2008) 2 Collier 2030 LRTP, cost of interchange. 3 Wilson Blvd Extension / Benfield Corridor Study Evaluation Matrix (Alt 3A) (includes Wetland Mitigation, ROW, and construction costs) Agenda Item No. 10C October 27, 2009 Page 164 of 330 Generic Cost Per Mile Models Statewide Average Unit Prices for May 2007- April 2008 or ` June 2007 - May 2008 for new models Disclaimer: These models are generic in nature. and not based on actual construction projects. They are for reference purposes only, and are not intended to predict future costs. Please see the Lecal Disclaimer Notice Models Cost Per Mile Select Cost Per Mile total Rural Projects: links below for model details. New Construction, Undivided, 2 Lane Rural Road with 5' Shoulders $2,434 948 91 New Construction, Undivided, 3 Lane Rural Road with 5' Shoulders, Center Turn Lane $2,932 026 07 New Construction, Undivided, 4 Lane Rural Road with 5' Paved Shoulders 53.515.821 36 New Construction, Undivided. 5 Lane Rural Road with 5' Shoulders, Center Turn Lane 54.150,428.02 New Construction, Divided, 4 Lane Rural Road with 5' Paved Shoulders 54.793.349 03 New Construction, Divided, 6 Lane Rural Road with 5' Paved Shoulders 55.838.898.50 New Construction, Extra Cost for Single Additional Lane on Rural Arterial 5659,129.07 New Construction, Divided, Rural 4 Lane Interstate S5 902,704.56 New Construction, Divided, Rural 6 Lane Interstate $6.910 830.67 New Construction, Extra Cost for Single Additional Lane on Rural Interstate $793,348.29. Mill and Resurface, 2 Lane Rural Road with 5' Paved Shoulders $480066.42 Mill and Resurface 3 Lane Rural Road with 5' paved shoulders, Center Turn Lane $667.446.98 Mill and Resurface, 4 Lane Rural Road with 5' paved shoulders S1 148 823.86 Mill and Resurface, 5 Lane Rural Road with 5' paved shoulders, Center Turn Lane, $1.317 38724 Mill & Resurface, 4 Lane Rural Arterial 51.093 288 04 Mill & Resurface, 6 Lane Rural Arterial 51.627.458 45 Mill & Resurface 1 Additional Lane on Rural Arterial 5277.124 65 Agenda Item No. 10C October 27, 2009 Page 165 of 330 Mill & Resurface, 4 Lane Rural Interstate $1.290.887.65 Mill & Resurface, 6 Lane Rural Interstate with 10' Paved Shoulders $1.834 964.43' Mill & Resurface 1 Additional Lane on Rural Interstate $291,18826 Widen 4 Lane Interstate to 6 Lanes (in Median); Mill & Resurface Existing $2.359,426.03 Widen 6 Lane Interstate To 8 Lanes (In Median) Mill And Resurface Existing. 10' Paved Shoulders Inside & Out $4.379 300.03 Widen Existing 2 Lane Arterial to 4 Lanes, Divided $3,115.517.39 Widen Existing 2 Lane Arterial to 4 Lanes, Undivided 52,359,426.03 Widen Existing 4 Lane Arterial to 6 Lanes, Divided $2.660.209.61 Select Cost Per Mile total Urban Projects: links below for model details. New Construction, Undivided, 2 Lane Urban Arterial $5,110,285.37 New Construction, Undivided, 3 Lane Urban Arterial with Center Turn Lane & 4' Bike Lanes $5,706 368.06 New Construction, Undivided, 4 Lane Urban Arterial $6.137.314,87; New Construction, Undivided, 5 Lane Urban Arterial with Center Turn Lane 36,991,791 75 New Construction, Divided, 4 Lane Urban Road with 5' Sidewalk $7,6 18, 1 665,73 : 1 11 New Construction, Divided, 6 Lane Urban Road with 5' Sidewalk 4 Bike Lanes $$,542,423 05 New Construction, Additional Lane for Urban Arterial $626,626.05 New Construction, Divided, Urban 4 Lane Interstate $10.678.939.21 New Construction, Divided, Urban 6 Lane Interstate $11,870.249.67! New Construction, Additional Lane for Urban Interstate $708,354 87 Mill & Resurface 2 Lane Urban Road $520,116.58 Mill & Resurface 3 Lane Urban Road with Center Turn Lane $710,721.66 !: Mill & Resurface 4 Lane Undivided Urban Road $1,009,291.33 j Mill & Resurface 5 Lane Urban Road with Center Turn Lane $1.202 439.08' Mill & Resurface, Divided, 4 Lane Urban Roadway $1,023.754,95! Mill & Resurface, Divided, 6 Lane Urban Arterial $1,607,187,84 Mill & Resurface Additional Lane $207.345,62 Widen Existing 2 Lane Urban Arterial to 4 Lane Divided with 22' Median Widen Existing 2 Lanes to 4 Lane Undivided Arterial Widen Existing 3 Lanes to 5 Lane Undivided Arterial with Center Turn Lane Widen 4 Lane Urban Divided Arterial to 6 Lane Urban Divided with 22' Median and 4' Bike Lanes Widen 6 Lane Urban Divided Arterial to 8 Lane Urban Divided with 4' Bike Lanes Widen 4 Lane Urban Interstate With Closed Median To 6 Lanes S5,428,616.88 54 431.171 05 $4.622.380.27 * $4.777,498.55 * $5.112,169 87 7 $7.383.245.27 ',cvS-6: po'z Cje�-'�� (Outside), Mill And Resurface Existing. 10' Shoulders Outside Widen 6 Lane Urban Interstate With Closed Median To 8 Lanes (Outside); Mill And Resurface Existing. 10' Shoulders Outside Suburban Projects: New Construction, 4 Lane, Paved Shoulders Outside, Median Curb New Construction, 4 Lane, Curb & Gutter Outside, Grassed Medlar Agenda Item No. 10C October 27, 2009 Page 166 of 330 $7.930.045 29 Select Cost Per Mile total links below for model details. • S4.308 589.65 • S5.815.685.82 �\ W. Agenda Item No. 10C October 27, 2009 Page 167 of 330 \ 2 \\ \\ \\ \{ \ } \ \ � \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ Agenda Item No. 10C October 27, 2009 Page 167 of 330 Wilson Boulevard Extension 1 Benfteld Road Corridor Study Agenda Item No. 10C Collier County October 27. 2009 Alternatives Evaluation Matrix Page 168 of 330 I Length (Miles) el. 22.49 19.112 20.07 Number of Potential Business Relocations 0 0 0 0 Number of Potential Residential Relocations 0 7 3 3 Archaeological/Historicat Sites (Potential) None 1,2,3,4 1,2,3,4 Wetland (Acres) 0 286 363 371 Direct Public Lands Impacts (Acres) 0 216 6 20 Fragmented Public Lands Impacts (Acres) 0 1 8,403 13 37 Floodplains (Acres) 0 208 363 371 Contamination Sites 0 0 13 12 Panther Habitat Impacts Dired Panther Primary Zone impact (Acres) 0 417 508 511 Direct Panther Secondary Zone Impact (Acres) 0 74 0.34 0.34 Direct Other Zone mpad (Acres) 0 54 57 57 Direct Panther Habitat Impacts Total (Acres) 546 563 568 Fragmented Panther Primary Zane Impact (Acres) 0 62.1 97 13.347 12,543 Fragmented Panther Secondary Zone Impact (Acres) 0 46,412 1.787 1,053 Fragmented Other Zone Impact (Acres) 0 11,164 11,554 11,495 Fragmented Panther Habitat Impacts Total (Acres) 119,773 26,690 25,090 Right -of -Way to be Acquired for Roadway (Acres) dway 0 570 410 410 Right -of -Way to be Acquired for St-ater Facilities (Acres) 0 114 82 84 Total Acreage 0 684 492 502 Wetland Mitigation (SiW per credit at Big Cypress Mitigation Bank, assumes '. o 1.5 1 ratio - credit/ acre f impact) SO $25.722.000 $32,670.000 $33,390,000 Right -of -Way to be Acquired for Roatlway $0 $8,770.823 $20,225.503 $20,183.963 Right -of -Way Acquisition for Storrmvater Facilities $0 $1.884.846 $4,734 453 $4,789,393 Total RightoI -Way Cost $0 $36,377.669 $57,629.955 $58,363,356 Roadway Construction $0 $276.146.300 $221,787,000 $224,260,300 Single Bridge Deck Overpass of 1 -75 Estimated Cost $0 $0 $18,963,083 $16,574.306 Construction Cost for Slomivater Facility "` SO $18.391,062 $13,229,306 $13487439 Total Construction Cost s0 $294,538,262 $253,989,389 $254,322,045 Design (5 %of T.t.1 Construction Cost) s0 $14.726.913 $12,699.469 $12.716,102 Construction Engineering B Inspection of Total Construction Cost) s0 $14.726.913 512,699489 $12,716,102 'L ength of Alternatives (Miles) Public Lands Mitigation (a rata that compares the magnitude of impact between the three alternatives)` 0.00 r NrA $360,369,757 $337,018,284 $338,117,605 2249 516,023.555 7,033 times greater than A6. 3A. 1982 . $17.003.950 20.07 $16,846,916 Least impactful' 3 fines greater than Alt. 3A' Panther Habitat Mitigation (e ratio that compares the magnitude of Impact between [he three alternatives)" NIA 4.7 times greater than Alt. 3B" 1.1 times greater than All. 3B" -east Imoactful" TO BE ANALYZED FURTHER AT DESIGNIPERMITTING PHASE Protect constr.ctlon caab do not Include cwt satimalaa for mltigatlon to oflut Imp.c4 to panther l bl io or pubhc lends. Offsetting impecb to penlher hebuto end lh. Picayune Slnnd Stele Fri—properly has are potential to Etgniflcantly inc fir. y 1m coat for ... h ellamativ -, with At.. -..v- 2 ".nit subetentially coon imwcHul than the pth.r eltemetivea. Total pro)sct tail esq......... be coneidarad complete until eras- mibill n coals have bean negoeabd d—ii the PD4E or th-ti.lwrmitting phase of lha pole.UCl roadway. NOTES; ArcheaplopmallMisbnwl 1 =i pi lrr dereie Arc ii- bglcel Porenhal, 2 =_ow Archaeologlcel Ppranllel 3= P iy Rewrded Sne.:- r. H'slonc Archeeolegice. Slues S =NO sales 'These asslgnmenis ere not representeave of whole ehgnmen6, only P.-I'd (hem Pond 4Nv' assumed to be 20%wr FOOT Stormwater Menegemenl Faullry Handbook, Jar.. ry irvvpage . -tt f., Met InFlu— pond size sucn es Seesenel H,gh',Nater Elevehon ISHWE) file pplentml change in pemItllnq pu emants). Compensating storage will need fo be pro Watl for tiny fieng or fioodplam Only segment l has a determined Floodplan. Hc.e eech ellemat his we;tands tech wetland is assumed to have a 100 year floodplam Therefore fps simpllcey II is assumed the fi —piam acmelle Impeded 1; the same es we rlands Impacted ' Fragm.nbd Public Land Impacts brad on dlac ... 1... with U.S. Fiah and WWI. Service IUSF WS) on January 33, Nell. IN. study 1. too pWhrenary to accurately angcipale Pubic Land- mlbriturn cock. Funh.r negogation between USFWS, Florida TIITF, and Collier County will be necessary tludng protect PDaE or dealgniperml[tlng phases. For W. pu rpo..1 01 IN. cosh's, Public Land. Imp lot each eltemativ- ie d to the lea.l Impaceul build .It.metiv., such till Altamativa 2 is appmalar —y 1,033 Ume. gnatsr than Alternative 3A. and Allarnalive 311 1. appro.im 113 times Bneter than Ali.ni . 3A. "Freetr n d PenNar Radler Impacic bated on discuuions with U.S. Fl.h end Were. Sa r. (USFWS) on January 23, 2009. Thle study Ic too pniliminary b accurately anecipele penNer ml0gation costa. Further negotiation between USFWS and Coll'wr County .111 1- ....eery d.-it prmecl PDBE or daetgnlpermittinq ph..... For fire purpo.e. of file maMe, penM.r habiLt impact. tar each alwmativ. is pnmparetl to the I ... I Impacfful build.11 ... IN , each that Alt.rr ti 2 is approatmatety 4.7 gmea greeter than Altsmelive 3B, and Altem ht 3A I. epirr— iteatily 1.1 limes greeter then All ---eve 3B. "POnC Eviceva VOn Cost eshme;e = $1000 per C -C yard - $101 333 00 per Acre 1C ct peen [ond +, Does rot ale Impecl5 assouered wnh Potenllei Srtle Street Gdnnectlonc nor Al;ernetv�s 3.. end 38 are nct Included ,r M,:. meV.x Updated rebruary11. 20ov C.IBOBRICOUNTIESICOLLIERINS Easr fir lilt hemeriws',MDESIFinal MOE \Compiled_MOE S- READSHEET REViSEC_211 -Dg- Cunen12'1112 9 Agenda Item No. 10C October 27, 2009 Page 169 of 330 N o0 O 0 0 O O � 6 Vhi O oo M 7 h O O o0 O �D q 'Q z on CA v) �q W Q - d h M y oo N huh M h O N M W O O oc O Oho W t ✓i vj - - - W n o i rJ' � G M q (� x z .. vj'sv ds sA � sH � wv is � crl U' f3 p N N M .a .. 7 W — .n T x NV O O O h i0 1p h I M p V1 n N� Oh M rrj O M � OMO W x% q 'v. �; <r s9 �,v ss w es sri ss v 9 P N 1% CR N N n ' ^ II ,o ,o — 7 ^ : , 69 cf1 69 fA 69 N N .0 - CD NI C C Q a on'..x N y tz W 0i �uuJ JI2�U �x Agenda Item No. 10C October 27, 2009 Page 169 of 330 Agenda Item No. 10C October 27, 2009 Page 170 of 330 � r — o o 00 TIT SIT kh kH �r I � vH ' U U [i] 4 rn n loo iirJ MI iM M � M rn NN ^ M o0 rl O� v� n J J 60 T a. � N M V']Y JC7 4lI Vl i,M V W_ it �� U� rn J vl '4. N r l T M T T n.a K I I � � � I I I J P E!r 69 Ni Y1 bS V3 (f' 69 t/? � rf' fA r TIGC J l.I� 7 �rl TI �J � V 'U r V rJ'M I j �I r''': •.r I',.:_ v: v:: � In Lr L r o G = L� Agenda Item No. 10C October 27, 2009 Page 170 of 330 Appendix 5 Public Involvement Documents (sans October 13 Public Hearing) Public Workshop March 26, 2008 Senfield Area Community Meeting September 10, 2008 VeronaWalk Community Meeting December 3, 2008 Public Workshop February 12, 2009 Agenda Item No. 10C October 27, 2009 Page 171 of 330 A5 -1— A5 -92 A5 -93 — A5 -107 A5 -108 — A5 -127 A5 -128 — A5 -158 Agenda Item No. 10C October 27, 2009 Page 172 of 330 Public Workshop March 26, 2008 to ✓; II:SON BOULEVARD extension BENFIELD RO►ADco"idor WILSON BOULEVARD EXTENSION BENFIELD ROAD CORRIDOR STUDY Summary of Public Workshop Comments March 26, 2008 Page 1 of 19 Agenda Item No. 10C October 27, 2009 Table of Contents Page 174 of 330 Tableof Contents ...................................................................... ..............................2 Introduction.............................................................................. ..............................3 Summaryof Comments ............................................................. ..............................4 Potential Alignment Location .................................................... ............................... 4 Agree................................................................................ ............................... 4 Opposed............................................................................ ............................... 4 Idea Generation or Suggestion .............................................. ............................... 6 EnvironmentalIssues .............................................................. .............................11 Agree.... ............................... ...................................... .............................11 Opposed....... ............................... ...........................,....... .............................11 Idea Generation or Suggestion ............................................... .............................11 Other Roadway Concerns /Needs ............................................... .............................13 Agree. ............................... ....................................... .............................13 Opposed............................................................................. .............................13 Idea Generation or Suggestion ............................................... .............................13 NextSteps ................................................................................ .............................16 Appendix.................................................................................. .............................17 AppendixA ............................................................................ .............................18 AppendixB ............................................................................ .............................19 Page 2 of 19 4 s. %;W SON BOULEVARD..t <n..i.. BENFIELD ROAD—,ido, Introduction Agenda Item No, 10C October 27, 2009 Page 175 of 330 Gor County Collier County held a Public Information Workshop for the Wilson Boulevard Extension /Benfield Road Corridor Study on the following date: Wednesday, March 26, 2008 — St. Agnes Church in Naples. The local public was notified of the workshop in advance in the following ways (refer to Appendix A for details): • Mailing of Newsletter via USPS standard mail (mailed to Stakeholders) • Mailing of Postcard Announcement via USPS standard mail (mailed to property owners and stakeholders) • Newspaper advertisement in Naples News on March 16 and 23, 2008 • Media press release • Notification letter to public officials and agencies The purpose of the workshop was to review and discuss a potential new north -south roadway located east of Collier Boulevard (CR 951). The area being studied is approximately 20 miles in length, bordered by US 41 to the south, CR 951 to the west, 18th Street S.E. /Miller Boulevard to the east and Golden Gate Boulevard to the north. As participants arrived, they were asked to sign in and provided a handout packet (refer to Appendix B for handouts). Citizens were provided a map of the study area and asked to "draw" a preferred alignment, given the constraints of the project area and their knowledge of the area. In addition, a comment sheet was provided on the back of the map to record their comments on three special topics of interest, which are: • Potential Alignment Location • Environmental Issues • Other Roadway Concerns /Needs The format of the workshop provided citizens' an opportunity to learn about the project, understand the social, environmental and economic character of the area, ask questions and offer input to county staff and consultant team members. Maps, displays and other project information were available for viewing to provide participants a good understanding of the project. Ms. Claudine Auclair, Collier County Project Manager, Mr. Bob Rutledge, Consultant Team Project Manager, other county staff and consultant team members were available throughout the workshop to assist participants in identifying an alignment and answer questions. A total of 159 people attended the workshop, according to the sign -in sheets. Additionally, a total of 64 comment sheets and 21 maps with preferred alignments were completed at the meeting and /or received by mail at the county. A summary of all written comments is presented below (Comment Sheets, maps and emails are available at the Transportation Planning Department office and will not be posted to the project Web site). Page 3 of 19 Agenda Item No. 10C October 27; 2009 Summary of Comments Page 176 of 330 MARCH 26, 2008 — ST. AGNES CHURCH, NAPLES Written Comments (Comment Sheets, maps and emails are available at the Transportation Planning Department office and will not be posted to the proiect Web site): Potential Alignment Location AGREE • Should be one of the top priority roads under consideration for construction. • Traffic on CR 951 should receive relief - so much happens to cities when no planning is done for the relief of traffic congestion. • An additional north /south corridor in this area is greatly needed to alleviate congestion at US 41 and CR 951 and to reduce the potential for an extreme 'bottleneck' at this intersection in the event of a major evacuation. • I support the Wilson Blvd. alignment connecting to Landfill Road. It will ease traffic on Golden Gate Parkway & CR 951. This will provide an additional hurricane evacuation route. • Idea of having more routes north and south are of very importance for people especially living in the areas. Any 'new' road will be welcomed. • We desperately need an on /off ramp at Everglades Blvd. south at I -75 without a toll. Collier, despite the real estate crisis is growing and will continue to grow. We need more than one way in and out, especially during evacuation periods. OPPOSED • Unequivocally opposed to any of the proposals that would create any bypass to I- 75/US 41. The reasons are many but the most important is the environmental tragedies such plans would create. There is no justification to take more away from the panthers, bears, bobcats and cockaded woodpeckers than we have already taken. These endangered species are but a thumbnail sketch of the wildlife that would be harmed permanently. Just so humans can conveniently get to US 41? o Quick access to Golden Gate Estates will create an increase in crime as I -75 would be so accessible. • Oppose any road being built within 1 -2 miles of the back of the Verona Walk property. We moved from a very nice golf community (Naples Lake) because of the unbearable road noise. We specifically moved to the back of Verona Walk property to avoid road noise. To consider building a road within 1/4 mile of the Verona Walk property jeopardizing the property values of over 1900 families would be a total disregard of this community and unacceptable. • I have relatives who live in Benfield Road area and on Stable Way who could actually be displaced from their homes depending on how the new road is actually run. Additionally, they own a business, a riding stable, which is solvent and is well placed on the edge of the state park. This business would be ruined as current proposals route the road through their property and this is not the only business that could be ruined (proposed corridor) and with the economy as it is, it disheartens me that the county plans to contribute to the failing of several long standing and solvent businesses. Page 4 of 19 Agenda Item No. 10C October 27, 2009 o I regularly trailer my horses over and take advantage of the close and ej??p 177 of 330 access to the state park. The opening of the corridor could impact that and /or make the ride far less pleasant as cars travel at posted speeds and above. If equine enthusiasts continue to make use of the state park from that venue (if permitted to do so) it could make the ride less safe for them as well as for passing motorists if an unwise rider of an unruly horse were to let it get out of control near the major roadway. • According to Transportation needs and the 2030 map, a two -lane road (Wilson Blvd.) is proposed to US 41 - against extending our nice quiet dead end street. This will also drop our house value and our neighborhood will be devastated. The trash trucks will use this for a route into the Estates. • The distance from Collier Blvd. to Benfield along Beck is approximately 1.25 miles. The Collier /Beck /Davis corner is already terribly congested. • Don't see how an additional road here will alleviate traffic, will only make it worse. • A connection to I -75 at this place will have the same effect - adding more traffic to an already congested area. • Appears from the wording the Beck /Benfield /Collier /I -75 connection is the intent and goal of the study, not just one of several alternative routes. • Q: Why is the county expanding these roads to the other side of I -75 where there is nothing but low land? Concerned that some developer is planning something in the low land areas and we as taxpayers are going to pay for it. • Do not use Benfield Road - its private property. • Put the road outside of Benfield properties to border state forest. • Move environmental line out farther east. • Move road around private lands curves to make scenic drive. • I have 3 lots on Benfield Road - this project could hold up a TDR (Transfer of Development Right) deal and could cost me money. • Benfield option is wrong - it is a mistake. It will dump traffic from the north onto Beck and back to Collier -Davis intersection and increase the terrible congestion there. o Wilson should not connect to Beck - Beck, Davis, or CR 951 intersections are already a disaster. o I live at Forest Glen - you have taken our front entrance on Collier away. If you do the Benfield option, most of the traffic from the north will turn on Beck and 798 homes that now exit from Forest Glen will have a very dangerous exit onto Beck. • Meeting at the court house promised the bill to make the road end. A barrier was to be placed on the road to protect. This is my retirement home - don't take my dream away. • I live on Benfield Road and my concerns are privacy, developmental rights, and regress (access to my home and access to Beck Blvd.). Page 5 of 19 Agenda Item No. 10C October 27, 2009 I ride my horse at M &H Stables ( http: / /www.mhstables.com /index.htmi) whicRq§e 178 of 330 located within the Benfield Road Corridor Study. I was very disturbed to hear about possibilities of having a four lane highway in the Benfield area. I ride here on a regular basis taking advantage of the Picayune Strand State Forest Mel Meade Horse Trails. This proposed road would prevent us from accessing this area - not only will it impact the wild life which is quite extensive such as American Bald Eagles, Black Bear, White Tail Deer, Florida Panther, Bobcats, Coyotes, Red Cockaded Woodpeckers, Wood Storks and all other smaller species. It will also impact the five equine boarding establishments here, housing over one hundred horses at this time. The Benfield Road area is rapidly becoming an equine community. High traffic will greatly impact all who reside here, both to human and animal society. I urge you to take this into consideration and not place a highway in this highly environmentally sensitive area or anywhere that will cut this equine community or any of us who ride here off from being able to access the Bel Meade Horse Trails. We attended the public workshop on March 26, 2008 and were both very disturbed to hear about possibilities of having a four lane Highway in the Benfield area. We have just completed building our home and now reside there since February 2008. The proposed extension and widening of Benfield Road will run directly into our house. We moved to this location with the intention of running an equine boarding facility taking advantage of the Picayune Strand State Forest Bel Meade Horse Trails. This proposed road would prevent us from accessing this area - not only will it impact the wild life such as the American Bald Eagles, Black Bear, White Tail Deer, Florida Panther, Bobcats, Coyotes, Red Cockaded Woodpeckers, Wood Storks and all other smaller species, it will also impact the five equine boarding establishments here, housing over one hundred horses at this time. The Benfield Road area is rapidly becoming an equine community. We have horse riders from all over the County who trailer their horses here for trail riding. High traffic will greatly impact all who reside here, including the residents, horse riders and wildlife. I urge you to take this into consideration and not place a highway in this highly environmentally sensitive area or anywhere that will cut this equine community or any of us who ride here off from being able to access the Bel Meade Horse Trails. I invite you or anyone to take a trail ride to see the beauty of this area and what will be destroyed if this highway is approved. IDEA GENERATION or SUGGESTION • Determine and clearly demonstrate need: Prior to lines being drawn on a map for potential new corridor alignments, the first step must be a clearly established need for the new road, taking into account current and projected trips per day on the existing roadways and a demonstration of how the system will fail if the new road is not constructed. Other considerations should include the expected future growth consistent with the GMP and the impact of widening existing road networks. Once the outcome of the need assessment has been calculated, this should be presented as the underpinning for proceeding with the Corridor Study. The "no build" alternative must also be examined and kept on the table until it has been demonstrated to be insufficient. Page 6 of 19 Agenda Item No. 10C October 27, 2009 • Ensure consistency with the Collier County Growth Management Plan Page 179 of 330 (GMP): The Future Land Use Element (FLUE) gives specific guidance as to how the Wilson Boulevard extension north of I -75 will be planned and constructed. Thus, the Corridor Study must be consistent with the provision contained in the FLUE. However, for the lands south of I -75, there is no specificity contained in the FLUE as to appropriate locations for alignment consideration. When considering alignment suitability through this portion of the corridor study area, a key consideration must be the future land use designations as indicated on the Future Land Use Map (FLUM). In order to be compatible with the GMP, any alignment south of the interstate should focus on the lands west of the line dividing the RFMUD Sending Lands and the Urban Residential Fringe Sub district. The intent of the Sending Lands is to minimize development - related impacts, while the Urban Residential Fringe Sub district allows for more intensive urban uses, as a transition between urban and rural districts. In addition, it would be inappropriate to place connector roads between a Benfield alignment and current east -west corridors, such as Rattlesnake Hammock Road, through Sending Lands. Thus, with a north -south Benfield alignment west of the designated Sending Lands, such incompatibilities are removed. • Early coordination with other agencies and rapid assimilation of information into the Corridor Study: The Memorandum of Agreement (MOA) entered into by Collier County and the various state and federal agencies is a critical component in assuring that once a roadway corridor is selected, there will be necessary attention given to appropriate wildlife crossings, directional fencing and protection of both public lands and Sending Lands. However, prior to alignment selection, the input from these and other agencies must be a significant part of the feasibility assessment for potential alignments. The Efficient Transportation Decision Making (ETDM) process allows for easy access to agency comments, concerns and red flags. Incorporation of these comments early in the determination process for feasibility of alignments should be utilized. • First consideration should be the environmental issues and the route should be the least intrusive to the wildlife and flora and fauna. If a road must be built to I -75 (not US41), Everglades Blvd seems to be the most practical. • Extending Greenway north along eastside of south Naples Citrus Grove to Sabal Palm Road continuing north along east side of Toll Brothers property connecting to Benfieid Road to Beck Blvd. then across I -75. o Connecting to Greenway is more beneficial since the south exit from Marco could be used, Fiddlers Creek, and developments from GL Farms could all tie into Greenway for evacuation purposes. • By using north Belle Meade as major passage way, the cost for moving traffic both north -south and east -west can be greatly minimized. This would also allow abandonment of Vanderbilt, as proposed, from Wilson to DeSoto. The result would be the Estates, as currently developing, can be maintained and not destroyed. • Run it down to Tomato Road. Not much R.O.W. concerns down in 6 L, S farm area. We can all see that Collier Blvd. will be a mess in 5/10 years. This location would be perfect as you will be able to go from Marco all the way north with no problems. Just keep the red lights and housing entrances to a minimum - possibly a couple of access roads. • Proposed N/S highway: From the intersection of 846 and 858 south to US 41 to the east corner of Collier- Seminole State Park. • Extend 92 NE to the proposed N/S Highway. • Extend Jane's Memorial Scenic Drive NW to the proposed N/S Highway. • Extend Davis Blvd. eastbound to the proposed Highway 829. Page 7 of 19 Agenda Item No. 10C October 27, 2009 • Extend other E -W Master Roads eastward to the proposed Highway. These incOmp 180 of 330 • Vanderbilt Beach Road • Pine Ridge Road • Golden Gate Parkway • Rattlesnake Hammock Road • Extend CR 951 from south of Rattlesnake Hammock Road south to US 41. • A highway south via Benfield Road that parallels CR 951 is extremely impractical in that it would be too close to 951 and destroy a major rustic area in close proximity to the city of Naples. • Proposal for Wilson Blvd. extension /Benfield Road corridor study is to continue Wilson through Trinity. • There is already a precedence of building wildlife crossings such as those built on State Road 29. Connect the areas of Golden Gate Estates with wildlife crossings on the Wilson Blvd. /Benfield Road corridor - this will be a model for any future roads built in the area. o Left messages with the Southwest Florida Chapter of Audubon and the Florida Wildlife Federation and have already spoken to Nicole Ryan of the Conservancy of Southwest Florida - with the cooperation of these organizations there can be a compromise between development and environmental concerns. • Connect Greenway Road to Benfield Road - as adjacent land owners we could assist with the needs that may arise as easements or using part of our property on the east side or west side. • Road would follow on the west side of the Picayune and on the east side of Toll Brothers Development. ■ Road would help keep panthers on the Picayune state ground - act as a border like you see on your diagrams as soon as there is a road or fence the panther stays to one side primarily. • Road could be used as a dyke to keep the states plan of flooding the everglades to the east side of development. • Road would have less environmental impact if it is run bordering the states Picayune and Toll Brothers property. • Fiddlers Creek could use the road as evacuation route to I -75. • South entrance to Goodland and Marco could use the road as evacuation route to I -75. • The few other developments on 41 could use the road as evacuation route to I -75. • The farm fields of 6 -1s could connect to Greenway to use the road as evacuation route to I -75. Q: In the Project Description it is noted to define the optimum location of Benfield Road to connect to US 41. Since Benfield already exists do you mean to say that it could be moved to a more easterly Location? OR Will the southern piece (study area 3) use the existing Benfield Road as a base? Is this a decision that has already been made? Or is essentially made? If true intent is to open up and provide access for future development to the east, a corridor further east makes more sense to me. Possibly collier Blvd. to Miller Road - would accomplish alleviating the congestion at Collier /Beck and Collier /I -75. People will not be eager to travel through an over utilized area already known to be congested - just as people avoid Pine Ridge today. Q: How much separation is planned between future ROW and existing DRIB (we are located with the winding Cypress DRI)? Page 8 of 19 Agenda Item No. 10C October 27, 2009 • Due to the high degree of public land acquisition in the area of I -75, additional Page 181 of 330 north /south corridor access should be very limited which will reduce the possibility of - the road impacts to wildlife and the overall project cost. o Wildlife crossings should be reasonable in size and design so that they may be greater in number to facilitate movement of the greatest number of species. o Fencing should be required to avoid the potential for increased panther mortality, particularly for the portion south of I -75. o By limiting access points, the profile of the road (4 lanes vs. 6 lanes) may be reduced, thereby reducing the potential for direct impacts to the environment. • Instead of expansion, the county should focus on more important priorities. o Place a 4 way stop sign in the eastern part of Golden Gate Blvd. (East of Wilson) at different intervals as to force the traffic to slow down. • This will allow those who live north and south of Golden Gate Blvd. able to cross or join the traffic going east or west at the peak hours (I.e., early morning or afternoon) without inconveniencing their lives. • County will be able to save money as well. o Opening of some streets from Everglades Blvd. to 951 (no mention of White Blvd. because there is no connection to it after 27th Street SW). • Wilson Blvd. to Black Road east Everglade west to Benfield Road copy south to Tamiami Trail (41). • Miller or Everglades to 75 Exit on and off. • Put under walk way for wildlife - lived out there for 30 years and have not seen a panther cross yet. • Road is already there for Miller extension to US 41 & I -75 exit but it should go straight as an arrow. • Wilson 51h then east west corridor north of I -75. • Benfield Road - goes east to Wilson and extends Wilson straight south. o Go east to Miller would make much more sense. • Take Wilson south to I -75 - west to line up with fast line of property (homes, etc.) on Benfield Road then south to US 41. • Q: I own two acres of land abut the proposed road route (Benfield). What is the proposal for people who own empty lots - will the county or state be buying these lots that are adjacent to Benfield Road? • The study has settled (partly) on Wilson south, but do see a great need for road alignment. East -west is important and would like every effort taken to study 16th Ave e/w and roads to east (Everglades) and west 13th Street southwest studied deeply. • Closer you get to Collier Blvd., the less effective the new road would be. It could act like a service drive for Collier Blvd. • Come close to subdivisions off of Collier Blvd.; provide a tree -like green belt between the new road and the subdivisions. • Much wiser to put the road extension down Everglades Blvd. with an interchange to I -75. The current proposal to extend Wilson Blvd. and divert traffic via Benton Road toward CR 951 seems as though it will create too much traffic congestion than there is already. Long range planning and goals should look to the future and build now out further to the east to serve the estates population as well as others for easier traffic flow. • Use Everglades Blvd. - longest existing N/S road in Estates. Would provide for future growth to the east and evacuation route. Page 9 of 19 Agenda Item No. 10C October 27, 2009 • Appears only alignment that would have the least impacts both to the public aneage 182 of 330 environment would be the alignment from Benfield down through Winding Cypress Drive. (x4) • Winding Cypress Drive is a large track of undeveloped land and closest to CR 951. • Wilson south to Benfield and on to Tamiami Trail is a good idea. However, I think it is a mistake to construct any less than a six (6) lane roadway. Reason is that much of the morning traffic, which at present has to go all the way to CR 951 in order to go south in the direction of Marco Island, would be siphoned off at that junction and take away tremendous pressure from GG Blvd. to CR 951. Single most important route to develop that will have the biggest impact in reducing congestion. • Extend Wilson south o Interconnect to 951 at Golden Gate Parkway extension (Brantley /Keene) and Markley. o Jog over to GLs rural village well south of the Benfield alignment. • Immokalee Road to Wilson Blvd. to Blackburn Road east to Everglades Blvd. and west to Benfield and south to US 41. • Wilson Road to Blackburn Road (north of 75) east to Everglades and west to alignment with Benfield Road going south to Tamiami Trail (US 41). • Wilson Blvd. extended south to Landfill Road and Benfield. This will allow Golden Gate Estates and N Belle Meade residents and evacuation route in the event of a fire or hurricane. Everyone cannot be dumped onto CR 951. We need another n -s road. We were cut off by flames once in our area and would have benefited by a second way out. Emergency vehicles will also have access to N Belle Meade. • Put Sable Palm through to Miller Boulevard opening evacuation routes. It will also give the 3 new schools in the Golden Gate Estates better access (sic) to hospitals. • The route from the new school on Everglades needs to go down on Sable Palm to the new hospital on 951 (Collier Blvd.). Then put Miller extension thru from 41 to the end of Miller Road. • Route from new schools on Everglades down Everglades over to Miller to Sable Palm to new hospital on 951 continue road to 41 for and evacuation route and access to state park. • For fire control and EMS in the southblocks could be helped by better access through Sable Park from 951 to Miller Blvd. Also paving Miller Blvd. extension through to 41 ( Tamiami) Trail. Page 10 of 19 Environmental Issues Agenda Item No. 10C October 27 2009 Page 183 f 330 AGREE • Glad to see plans to include environmental agencies early in the study (i.e., protect archaeological sites, natural flow -ways, panthers and wildlife crossings and avoid using public lands so we can assure future enjoyment of all these special areas). • Agree to protect our wildlife. • Unfortunately it is very difficult to mandate a safe area for our bears, deer, etc. when people live in the vicinity. OPPOSED • Land of Belle Mead was to be preserved - most animals are in our area (Benfield- Lebuff). We have the (water) lakes 6# in all. • Environmental issues are so many that if this project was studied with an open, sensitive mind it would end now. Too many wet, panthers, woodpeckers, etc. We have enough land to develop here without tearing up the Belle Meade. IDEA GENERATION or SUGGESTION • Establish a clear connection between transportation and land use planning: As the corridor study area for this project almost exclusively encompasses environmentally sensitive lands either under public ownership or designated as Sending Lands under the Rural Fringe Mixed Use District (RFMUD), land use planning and existing land use designations must be interlinked into the transportation planning process. Such considerations must include a thorough assessment of need, environmental impacts and compatibility with existing neighborhoods, along with a determination of how such a corridor will compliment the Growth Management Plan (GMP). • Avoid publicly -owned conservation lands: Any north -south alignment east of CR951 must not only be directed away from Sending Lands, but also must avoid the publicly -owned conservation lands contained within South Belle Meade and Southern Golden Gate Estates, also known as Picayune Strand State Forest. These conservation lands were purchased through public dollars in order to preserve and restore our western Everglades. As there are alternative corridor routes that avoid these lands, we ask that corridors through public conservation lands be determined unfeasible and removed from consideration early in the study process. • Compatibility with future hydrologic restoration within North and South Belle Meade: An important component of protecting the lands within North and South Belle Meade is the hydrologic restoration of these currently impacted lands. The feasibility of corridor alignments must be compatible with future restoration plans by the South Florida Water Management District through the Big Cypress Basin. • Protection of listed species habitat: While provisions have been built into the inter - agency MOA regarding mitigation for potential impacts to listed species through wildlife crossings and other mechanisms, avoidance and minimization of impacts must first be demonstrated. • Road should be built on western edge of environmental ground owned by the State. o Road could also be used as a dyke to keep wetlands flooded on the east side; road also would keep panthers more on the east side in Picayne where they should live anyway. • North Belle Meade is currently miscategorized as an environmentally sensitive area - only a very small portion of the NRPA now designated needs to be `protected'. Page 11 of 19 Agenda Item No. 10C October 27, 2009 • Building of roadways negatively impacts animal habitats and leads to further Page 184 of 330 degradation of the environment; however, I believe that the negative impacts can be greatly reduced by using engineering techniques that have proven their worth in numerous studies. • Studies such as the Wildlife Crossing Designs and Use by Florida Panthers and Other Wildlife in Southwest Florida, by Darrell Land and Mark Lotz of the Florida Game and Fresh Water Fish Commission is available online and shows how wildlife crossings such as the one used on State Road 29 is an effective method to permit the safe passage of many species wildlife across a roadway. • My dream is to make the entire Golden Gate Estates into an area where humanity can live in harmony with nature. Golden Gate Estates is a rural community - if you add the area that humans actually need to live, it would amount to the footprint of the home they live in, their driveways and the roadways within the community. That amounts to a fraction of the entire area - now if we connect these areas fragmented by roads we would have a thriving habitat for animals. • The Wilson Blvd. route is across receiving lands. The Wilson Blvd. route to Landfill Road is in the Comprehensive Plan. • Panther and wild dogs not leashed. • Depending on the development, keep the road as straight as possible. • Fence road to protect wildlife. • Relocate the panthers /bears 'east' of the project. • Create entrance /exit to I -75 from GS Blvd - concerned with fires to get to Desoto - S. Everglades has to drive a long way. • Ask yourselves where the rock and minerals will be purchased and do not build roads which put residents' homes in danger that have close proximity to mines. No more blasting near homes please! • County has existing ROW easements on Everglades Blvd. Widening would be less invasive for all environmental concerns. • Everything east of Winding Cypress Drive is either state forest preserves or areas filled with environmental wildlife. The preliminary reviews by the county's own consulting ecologists, Passagreilli & Assoc., shows that panther and other wildlife are concentrated on the north & east areas at the ones of study. (x4) o Alignment doesn't cross through state forests and affects the fewest homeowners. (x3) • Rural fringe lines seem to change as big developers mitigate TDRs that they didn't even have. I've owned my place of property for 13 -14 years - since then you've added sending rights to my property. The ones on receiving end haven't made me any legitimate offers and they still mitigate away. Seems unfair and if the county that buys a right of way then says less than 5 acres no TDRs. • Environmental groups signed off on the north portion during TDR development - fewer residents to dispossess and easy construction. • The rock pit is expanding to the south. An extension of Wilson Blvd. next to the expansion would allow black bears, panthers, etc. to be undisturbed to the east and south since they will move away from active mining anyway. Concentrating earth moving and road building activity helps keep greenways to the east for animal movement. Page 12 of 19 Other Roadway Concerns /Needs Agenda Item No. 10C October 27, 2009 Page 185 of 330 AGREE • The roads built recently in Collier County are generally great - the Airport/Golden Gate overpass and the I -75 /Golden Gate intersections are beautiful as well as functional. Keep up the good work! OPPOSED • Connecting Benfield to Greenway Road as some mentioned would cause tons of homeowners to lose their homes. Further, the connection would ruin a quaint neighborhood that could not handle the traffic. I question the need for this alignment project. (x2) • Homeowners in the lower Belle Meade area will not stand for a road that takes away their land or homes. The Winding Cypress Drive is owned by a developer and given real estate market conditions at this time it would be to their benefit to dump said property. (x2) IDEA GENERATION or SUGGESTION • Future residents applying for a building permit within the study area or along existing roads under consideration of widening should be informed that there could possibly be a road construction in the near future so they will make informed decisions as to where to place their home. • Limited access roadway to prevent sprawl: In order to ensure that the future Wilson /Benfield Road alignments are not simply a catalyst for additional intensive land uses that would be inappropriate based on current land use designations and proximity to public lands, any future roadway must limit access to a set number of connector roads. In addition, there should be no additional access available to the east that would open up Sending Lands or public conservation lands to intensification of development. Page 13 of 19 Agenda Item No. 10C October 27, 2009 • Sufficient public input: Public input and stakeholder involvement are an esseT-RiR 186 of 330 component of roadway alignment studies. While this particular Corridor Study has provided for two public workshops, one at the beginning of the study and one at the end prior to presentation of study findings to the Board of County Commissioners, additional public workshops during the summer and fall should be considered. Such workshops would provide the venue to present findings from the need assessment, agency input on environmental issues, and alignments that are being considered and analyzed. Through such meetings, the County will be able to inform the public as to progress on the Corridor Study and receive additional comments and input. Any road alignment selected will likely create controversy. It is better to provide numerous venues for discussion in order to be able to allow for issues to be dealt with prior to the Commission meeting in April 2009. • Sabal Palm Road should be paved to new road. The Smits family, owners of South Naples Citrus Grove, would like to work with county if they would need easements or donate some property to help make road come through the east side or west side of our property ( Smits family). • Use of Miller Road and providing an intersection at I -75 and Everglades Blvd. are both desirable proposals. • Sabal Palm Road should be paved to the new road or even to our stand (South Naples Citrus Grove). I could provide a list of about 30,000 customers that would support this road pavement. • If Sabal Palm Road is to be extended to meet with the proposed extensions then Sabal Palm Road needs to be 4 -lane and speed increased (back to 45 mph). There is significant traffic during the winter months on Sabal Palm Road. o The rock pit on Sabal Palm Road, the citrus grove, the lengthening of Sabal Palm Road past the black top have all changed the water (ground) flow for the area - 40 years ago we lived on a cypress pond (happily). Now with the mentioned changes the water stopped flowing east then south to not flowing (became stagnant) or going west to the canal, to now no flooding at all for the past 20 years. Our property is now high & dry year round with a complete change in flora. ■ Consider these changes to avoid further deterioration of the natural flow of water. We were a 1 mile designated buffer zone for the water shed area - what happened to those designations? They need to be maintained. • Section line 1 mile east 951 - Collier Blvd. • Wilson to US 41 east shortest straight line south. • The further east on I -75 for a N -S road with connections like Sabal Palm connecting 951 to projected N -S Road, that would handle all projected growth plus serve as another route to connect Immokalee area to Marco and surrounding areas `plus' serve as another hurricane evacuation route leading away from the coast and I -75. • Keane Ave & Marley (too much rock and dust - needs paving and trees are dying) - east and west. 0 16th Street to Everglade Road. o CR 951 to Marley Avenue. o Ancley to Ives and south to Blackview. o Nursery taking the beauty of area - too much cover up (Earth Square or American Farm). • Q: If I -75 fly over exits on Bealle Blvd, how can we stop truck noise to the residential area of FGCC? • Suggest Benfield Road is too close to CR 951 (1 mile) to be effective. Why put it there? Suggest moving it west. • The state owns more than 1/2 of the property needed south of I75. • Build an interchange at I75 Everglades. Page 14 of 19 Agenda Item No. 10C October 27, 2009 • Where you cross I -75, build a new interchange at that location. Page 187 of 330 o Build the new road - it is needed. Result should be to reduce the traffic on Collier Blvd. • We need more stores and medical offices. If my child gets sick in the middle of the night and I need to get to a store, it's a 45- minute trip. • Too many high speed Collier County cop cars flying up and down Everglades Blvd. • There are many stables along Newman Drive and the value of the property is greatly enhanced by its proximity and access to the Belle Meade Trails in the P/S state forest. Any road construction must allow access by some means to the Trails for horses by tunnel or bridge. • Extend White & Green Blvd. east to Wilson & Everglades Blvd to provide more east /west access. • N.S 17th St SW (this road could provide an alternative N.S. route from Vanderbilt Beach Road to Benfield. • Extend 23rd Street the same as 17th Street. • Strongly like to see Golden Gate Parkway extended (Brantly /Keene) through to Everglades Blvd. It is the most logical east /west route as it already connects with I- 75. • Another East /west route to consider would be Pine Ridge /White Blvd. to Everglades. • Need N/S outlet from the central estates to lighten pressure on Golden Gate Blvd. and CR 951. • Keene /Brantley east and west. • 16th Avenue extension to Everglades. • CR 951 to Markley Avenue to Ines and south to Blackburn Road. • Strongly feel that road construction west of the main Golden Gate where it now one mile east of and parallel to CR 951 would not be reasonable and would not serve the traffic demand being studied. • Wilson, a low impact country road (not curb and gutter), is needed - 4 lanes possibly 6 lanes footprint. No curbs so vehicles can pull over in the event of a flat or other emergency. Farm machinery needs this type of road to allow vehicles to go around them. Enough land is available if you work on the right of way now to allow for drainage beside the road. Page 15 of 19 NEXT STEPS Agenda Item No, 10C October 27, 2009 Page 188 of 330 It is the intent of the county and Consultant team to review all comments, and where necessary, incorporate those comments and alignment suggestions into the technical analysis, development of alternatives and evaluation process. Three alternatives, plus a No -Build Alternative, will be developed and analyzed and evaluated or ranked against the other alternatives. Evaluation criteria include measures such as: residential and business relocations and impacts, environmental impacts, travel demand, social and cultural effects, right -of -way, mitigation acreage and costs, among others. An evaluation or ranking matrix will be created based upon the standard FDOT matrix and the one developed for the Vanderbilt Beach Road Corridor Study. The weighting structure of the matrix may be adjusted to address the public's comments /concerns. Once the evaluation is complete, the County will recommend a preferred alternative. The public will have another opportunity to comment on the three alternatives, evaluation matrix and the recommended alternative at the next public workshop, to be held in late Fall 2008. Comments will again be reviewed and incorporated, where necessary, before a final alternative is recommended to the Board of County Commissioners at a Public Hearing in early 2009. Page 16 of 19 Agenda Item No. 10C October 27, 2009 Page 189 of 330 Appendix Page 17 of 19 Agenda Item No. 10C October 27, 2009 Appendix A Page 190 of 330 Public announcements /notifications for the March 26, 2008 Public Information Workshop of the Collier County: Wilson Boulevard extension /Benfield Road corridor Study: 1. Mailed March 13, 2008 via USPS standard mail of the Issue No. 1 dated March 2008 Newsletter to the Stakeholders. FINAL NEWSLETTER_MAR2( 2. Public Notice (newspaper ad) published in the Naples News on March 16, 2008 and March 23, 2008. Ad Naples News March 16_23_08.jpg 3. March 14, 2008 media press release. Wilson_ Blvd_Ext -Ben field—Road—Corridor- 4. Mailed March 13, 2008 via USPS standard mail of the Postcard announcing to the Property owners and Stakeholders. FINAL 20Postcard 20announcn-ent_Wrk 5. Notification letter to public officials and agencies. Fina I_Project_Notific ation letter 11-2-2C Page 18 of 19 M 4 O Ou tl0. 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L. ► L oOC �aN�cE oA P� aka d1 C •Z go ¢ "7 m "- O o N N _ Z O .L" O Y n w iO E m w ry 9 ffi v E in G o O 3 3 i 'o _! 3'. 3'' Agenda Item No. 10C ge 193 of 330 I3t:7T7CEf.. 1�. — PUBLIC NOTfc -h Public Information Meeting Wilson Boulevard Extension 1 Benfield Road Corridor Study Corridor Study Public Workshop March 26, 2008 • 5:00 - 8:00 p.m. St.Agnes Church e 7775 Vanderbilt Beach Road (at CR 951), Naples • The Collier County Transportation Services Division is presenting an infomiational me=ting in an open house format for the Wilson Boulevard Extension Ben field Road Corridor Study. Collier COMM is conducting this corridor study to investigate the feasibility of a potential north - south ruadway to help improve traffic cangestion'an'Collier Boulevard (CR 951), while being sensitive to emironmental issues and public concerns. • The approximately, 20 -mile corridor study limits are US al to the south, Collier Boulevard In the vvc Street S.E.,n4lilicr Boulevard"to the east and Golden Gate Boulevard to the nurth. • Reside tts, business owners and other interested person: are welcome to stop in any time b Awe= 3 p.m. and 7 p.m. to review the proiect displays and ask questions of the study repreventatics. nlerobcrs of the Board of County Commissioners may he in attendance at this public information meeting. • If you am aperson with a disability Who needs any accommodation in order to panicipate n this proceeding. th at no cost to ynu. to the provision or certain assisutnce. Please contact e You are entitled. Collier CnuntY Facilities Management Department located at 3301 East Tantiami "frail. Naples. FL 3411'_. t- 391350 at least two (2) days prior to the meeting. Assisted listening, deuces for the hearing impaired are av°rilahie in the County, Commissioners' Office. • For more information call (239) 252 -8192 Watson Soulav :rd ExtansionfSertfiald Road Corridw Study { project l=ocation Ma 1 •. GULDEN CnTE BLVD ��. a_ o o .. �, PINE , Fttt3GE IiD w � GPEEN KVU L � fti. Y y w GOLDEN GATE PY.WY Rome RU 4 ' Q DAVIS 9L':0 � I � 1 I � I �l _RATTLESNAKE HAMMOCK RU as i ?x I t Legend i Agenda Item No. 10C October 27, 2009 94 of 330 Collier County G Transportation Division Contact: Connie Deane Planning Department Community Liaison 2885 S. Horseshoe Drive 239 - 252 -8192 or 8365 Naples, FL 34104 Eileen O'Grady Public Information Specialist 239 - 252 -8192 or 5801 March 14, 2008 FOR IMMEDIATE RELEASE Wilson Boulevard Extension /Benfield Road Corridor Study Public Workshop Planned for March 26 The Collier County Transportation Services Division invites residents, visitors, business and property owners to participate in the Wilson Boulevard ExtensionBenfield Road Corridor Study Public Workshop on Wednesday, March 26 from 5 p.m. to 7 p.m. at St. Agnes Church, 7775 Vanderbilt Beach Road, Naples. This corridor study is being conducted to identify a potential new north -south road to help improve capacity in eastern Collier County as well as to lessen traffic congestion on Collier Boulevard (CR 951), while being sensitive to environmental issues and public concerns. The 20 -mile wide study area limits include US 41 to the south, CR 951 to the west, 181h Street S.E. /Miller Boulevard to the east and Golden Gate Boulevard to the north. In recent years, Collier County has experienced significant development and population growth. This trend is expected to continue, particularly in the eastern portions of the county. This growth has strained the area's transportation network and prompted an analysis of potential ways to improve north -south travel. A new north -south roadway is needed to create a better traffic circulation, allow for an alternate connection to Collier Boulevard (CR 951) and I -75 from US 41, improve access to US 41 and 1 -75 and accommodate countywide population and employment growth. In addition, the potential new roadway will serve the evacuation needs of eastern Collier County residents, enhance overall safety, and allow for better emergency access. The purpose of the workshop is to present information about the project and study area, and to obtain public input on the location of a new north -south road. Participants will be provided a map of the study area and asked to "draw" a preferred alignment, given the constraints of the project area. Maps and exhibit boards showing these constraints and project parameters will be available to assist participants in identifying an alignment. This is the first of two workshops. The second workshop will be held once alternative alignments have been developed so that the public will have an opportunity for comment before the study is completed. The study will be completed in summer 2009. District 5 Commissioner Jim Coletta, in whose district this corridor study is located, would like to see as many of his constituents as possible get involved in the study process. -more- Agenda Item No. 10C October 27, 2009 Wilson Boulevard Extension/Benfield Road Corridor Study Public Workshop Planned for March 26 /Page 2 of 2 Page 195 of 330 "This workshop will provide an opportunity for all the residents and business owners in Golden Gate Estates and eastern Collier County to have a say in how, or if, an additional north -south roadway is incorporated into what development has already happened," said Coletta. "This is the community's chance to take part in an important county transportation process. With everyone's input we can better determine where a road can best fit to assist the transportation and emergency needs, if it is determined that an alignment can be done successfully." County staff and consultant team members will be at the workshop to discuss the study and answer any questions from residents. Everyone is encouraged to attend and provide input. Members of the Board of County Commissioners may be in attendance at this informational workshop. If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Department located at 3301 East Tamiami Trail, Naples, Florida, 34112, 239.252.8380, at least two days prior to the meeting. Wilson Boulevard Extension /Benfield Road Corridor Study Project Location Ma I >i ' z j GOLDEN GATE BLVD m, _ O J m P1NE__ PIDGE_RD cr J' m J GREEN BLVD OJ to o '951: '- C7 d• i i GOLDEN w —_GATE PKWY RADIO RD DAVIS BLVD o I UL cri RATTLESNAKE v HAMMOCK RD Q' I to a �z 0 o (fl Cr LU I L I Legend Study Area 1 :44' Study Area 2 1 0 t Q Study Area 3.... - nanm,raaon sew +.: a..sm j t,.rxmnaron wsnm60.w^n'an Ln Q'CL) �+0•+�. w U) rg " rd d 'd o 4-a as U c 'NS., ` a C3 O C3 ry Ln � (j � CU B T� � _ Tj to ~ `N Q O•a' �.0 ,`• CO W 0 DID � C� Agenda Item No. 10C October 27; 2009 Page 197 of 330 COLLIER COUNTY GOVERNMENT TRANSPORTATION PLANNING DEPARTMENT TRANSPORTATION SERVICES DIVISION November 9, 2007 To Whom It May Concern: 2885 SOUTH HORSESHOE DRIVE NAPLES, FL 34104 (239) 774 -8192 FAX: (239) 213 -5839 Subject: Wilson Boulevard ExtensionBenfield Road Corridor Study Work Program No.: 601041 Dear Sir/Madam: Collier County is in the process of preparing a corridor study on the above referenced project. This letter is the county's invitation for you to participate in and comment on this project. The project includes the study of a new north -south corridor east of Collier Boulevard (CR 951). The study area limits are approximately 20 miles in length and include Collier Boulevard (CR 951) to the west, 18`h Street S.E. /Miller Boulevard to the east, Golden Gate Boulevard to the north and US 41 to the south. (see attached study area map). The primary purpose of the study is to determine the existing and future transportation demands within this corridor and develop an alternative alignment or possibly more than one alignment that is /are consistent with the Collier County 2030 Long Range Transportation Plan and 2015 Interim Plan while being sensitive to environmental issues and public concerns. It is our collective role to determine the best alternative to improve traffic congestion on CR 951. The consultant team led by Dyer, Riddle, Mills and Precourt, Inc. (DRMP) of Tampa, Florida has been retained by the County to coordinate the development and evaluation of alternative alignments for this project. Your participation and input will help the county to accomplish the following: 1. Determine any significant issues and the degree of analysis required to accomplish the Study. This will include the identification of alternatives and evaluation of associated impacts, including environmental, natural and social impacts. 2. Identify specific areas of concern and determine the best method for resolving and/or managing them in the context of this corridor study. 3. Identify and eliminate from detailed study those issues which are not significant or which have been covered by prior studies, thereby narrowing discussion in the corridor study to a brief paragraph and providing a reference to their coverage elsewhere. 4. Identify any environmental assessments, impact statements or feasibility studies that are being prepared that may be related to, but are not part of, the scope of the project under study. Agenda Item No. 10C October 27, 2009 5. Identify whether any permits, licenses or entitlements will be necessary if this study is furrkop 198 of 330 advanced. Your individual and agency participation and cooperation in this preliminary issues identification effort is encouraged. Please identify a representative of your agency to be the key contact person with whom the county shall coordinate by completing the attached form and faxing it back to me at 239.252.5839 by November 28, 2007. Also, if you have any initial issues or concerns with this Corridor Study, you may include it on the attached form, call me at 239.252 -5887 (direct line) or e -mail me at ClaudineAuclair(a—:collier,2ov .net. Sincerely, Ms. Claudine Auclair, Project Manager Enclosures Agenda Item No. 10C October 27, 2009 Appendix B Page 199 of 330 Attendees were distributed the following handouts at the registration table for the Public Information Workshop: 1. March 2008 Collier County: Wilson Boulevard extension /Benfield Road corridor Study Newsletter FINAL NEWSLETTER_MAR2( 2. Comment Sheet and Study Area Map (2- sided) FINAL_ConmentShe et_Mar_26_08.pdf 3. Goals & Objectives GOALS AND ORIECTIVES BOARD. Page 19 of 19 s co m 0 0 d. a �? r a v�y 2 2� au3c°c'c � L Ch L e m q a L`c y� z v N O E L O P �y L r s Y O is _ Lu Cl J V ` v O c y E 5 /�� m a g � O C C Q1 E o aai fZ E t Q -0 C v m� Mavi y —° a m VX � J z c m v` o y a m y r� `G =� o .. y � v :� — U. s o w L� Em. uU _ O m q O m G L ? p V LLJ C«-0 w d > LLJ t mEcc LU s•• w lJ a 3 v $ O j N 3 x � O Z q J m N � c 1 C N N �✓ y 'p _ L J °c . 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U o � L "ryW1&0 d BOULEVARDe� tenon BENPIELD ROADmrtidor 5eudy Public Information Meeting March 26, 2008 COMMENT SHEET Name: Address: (Street) (City) (State) (Zip Code) Agenda Item No. 10C October 27, 2009 Page 203 of 330 Collier County E -mail: Would you like to be placed on the study's mailing list? Yes ❑ No ❑ Please provide your comments below. We are especially interested in the areas listed below, as well as any others areas that are important to this project. Thank you in advance for your comments, as they are valuable to our study process. ** *PLEASE RETURN WITHIN 14 DAYS * ** Potential Environmental issues: Other roadway concerns /needs: Please place this comment sheet in the tray at the Comments Table or give to a Project Team member. You can also: • Fax to (239) 252.2726. • Email to claudineauclair (a-,�collieroov.net • Fold at the dotted line on back and mail. -" Collier CountyTransportation Services Division Attn: Project Manager Claudine Auclair 2885 Horseshoe Drive South Naples, FL 34104 Agenda Item No, 10C October 27, 2009 Page 204 of 330 WILSON BOULEVARD extension BENFIELD ROADcorridor rt f WILSON BOULEVARD /BENFIELD ROAD CORRIDOR STUDY STUDY PURPOSE The purpose of the corridor study is to determine how the County can improve traffic congestion in the study area bji laeveloping a series of alternative routes that will accommodate our transportation needs. Over the past several years, the increase in traffic, development and population has made getting around in Collier County more challenging. This trend is expected to continue, particularly in eastern Collier County. This growth has put a strain on the overall transportation network and prompted a study of potential ways to improve north -south travel. STUDY GOALS AND OBJECTIVES A. To determine the Corridor's existing and future transportation demands, including traffic volumes, travel characteristics, and historical trends; facility operation (level of service), conditions of existing facilities and plans for improvements; describe what the existing or expected concerns are for the corridor and how the management plan expects to address these concerns. B. To determine the existing and projected traffic circulation needs for the Corridor, including traffic volumes, travel characteristics, future conditions and mobility requirements. C. To generally describe natural, physical, environmental, social, political, operational, and economic constraints within the Corridor that could have a negative social and economic effect upon any proposed alignments. The proposed alignments should minimize the displacement of residences and businesses as well as damage to ecosystems, wetlands or water quality. D. To develop and recommend alternative alignments that are consistent with the Collier County Growth Management Plan and Long Range Transportation Plan. E. To coordinate review with existing and proposed development/land use. F. To provide sufficient preliminary engineering and environmental information for future County production activities. G. To maximize public outreach efforts to ensure that communications efforts and public's participation in all phases of the Study process will be maintained and expanded by identifying and involving stakeholders. 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MARCO IS FL 34146 34146095C 86580 3244 41287200006 ROUBICEK TR, CARLOS H A ROUBICEK IRREVOCABLE UTA/D 4/20/98 PO BOX 9! MARCO IS FL 34146 341460950 43290 2196 41285800000 ROUBICEK, CARLOS PO BOX 950 MARCO IS FL 34146 34146095C 274139 2221 38044920008 ROUBICEK, CARLOS PO BOX 950 MARCO IS FL 34146 34146095C 292777 2227 38047440006 ROUBICEK, CARLOS PO BOX 950 MARCO IS FL 34146 341460950 282635 2228 38047480008 ROUBICEK, CARLOS PO BOX 950 MARCO IS FL 34146 34146095C 283893 3060 41284400003 ROUBICEK, CARLOS PO BOX 950 MARCO IS FL 34146 34146095C 300759 3083 41288800007 ROUBICEK, CARLOS PO BOX 950 MARCO IS FL 34146 34146095C 274139 3092 41281780001 ROUBICEK, CARLOS PO BOX 950 MARCO IS FL 34146 34146095C 352435 3093 41281760005 ROUBICEK, CARLOS PO BOX 950 MARCO IS FL 34146 34146095C 354929 2220 38044880009 ROUBICEK, ELENA PO BOX 950 MARCO IS FL 34146 341460950 227655 3077 41290081005 ROUBICEK, ELENA PO BOX 950 - MARCO IS FL 34146 34146095C 250125 3172 41284780008 ROUBICEK, ELENA PO BOX 950 MARCO IS FL 34146 34146095C 264182 129 397880001 RUSSELL, NOELLA 0 6228 SHADOWOOD CIR NAPLES FL 34112 34112190E 17160 2893 41719160106 SANNA JR, CARL JOSEPH JOHN & EVELYN CURATELL MATTHEW BJELOBF MICHAEL I FLORENC SC 29505 29505671E 62500 3122 41281360007 SANTOS, WANDA I DIGNA SANTOS 2780 20TH AVE SE NAPLES FL 34117 34117552C 42180 -�'-- 2771 348160000 SARRY TR, GABRIEL 21121 NE 24TH CT MIAMI FL 33180 33180102: 79200 2192 41345560002 SCARPA TR, DONNA DONNA SCARPA FMLY TRU UTD 8/30/07 2940 26TH NAPLES FL 34117 34117000C 56750 2859 41715080109 SCHMAELING TR, GEORGE FL HOME OF COLLIER INC 16 1ST ST BONITA SI FL 34134 341347317 62500 22 301200004 SCHULZE, JAMES C 665 93RD AVE N NAPLES FL 34108 34108243E 45000 2182 437240006 SCHULZE, JAMES C 665 93RD AVE N NAPLES FL 34108 34108243E 25500 2537 301160005 SCHULZE, JAMES C 665 93RD AVE N NAPLES FL 34108 34108243E 45000 2520 306160000 SCOTT, FREDERICK MARC JOYCE SCOTT SHAPIRO %JOYCE SCOTT SH 617 TREA: SARASOT. FL 34242 342421411 88200 2509 306560008 SEPKOWSKI, RONALD J =& 2507 242ND AVE SE SAMMAMI WA 98075 98075946: 88200 1906 37220680008 SIMS TR, TARIL BRUCE MICHELLE E SIMS TR ME &T B SIMS LIVII UTD 12/18 NAPLES FL 34117 341179364 175695 1761 37220160007 SLENKAI, MARIA 835 WILSON BLVD S NAPLES FL 34117 34117933E 136740 2358 752240008 SOTO, RUPERTO =& JUANI- 11850 TOMATO RD NAPLES FL 34114 34114851,' 62699 1986 307680000 SPACE TO GROW INC % DOMINIC SPARACINO 15 ROYAL PALM WAY UNIT 40z BOCA RAI FL 33432 33432782E 200000 2743 347400004 SPERLING JR, HARRY 4708 JACKSON ST HOLLYWC FL 33021 33021722E 79200 43 312920001 SPONSELLER, ANDREW B SPONSELLER NURSERY IN -2180 16TH AVE SW NAPLES FL 34117 341174337 88200 210 42101920005 ST OF FL TIITF DEPT OF AGIFORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 305 42109120001 ST OF FL TIITF DEPT OF AGIFORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 323996575 0 424 42108880009 ST OF FL TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 323996575 0 453 42101440006 ST OF FL TIITF % DEP - STATE LANDS 3900 COMMONWEALTH BLVD I TALLAHAE FL 32399 32399657E 0 755 42556760001 ST OF FL TIITF DEPT OF AGIFORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 323996575 0 849 42553880007 ST OF FL TIITF % DEP - STATE LANDS 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 858 42556160009 ST OF FL TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 0 914 42553000007 ST OF FL TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 947 42737320008 ST OF FL TIITF DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657E 0 1028 42736800008 ST OF FL TIITF % DEP - STATE LANDS 3900 COMMONWEALTH BLVD ITALLAHAS FL 32399 323996575 0 1096 42732480008 ST OF FL TIITF % DEP - STATE LANDS 3900 COMMONWEALTH BLVD ITALLAHA: FL 32399 32399657E 0 1101 42733800001 ST OF FL TIITF DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAE FL 32399 323996575 0 1156 42733160000 ST OF FL TIITF DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP E TALLAHA; FL 32399 323996575 0 1187 42797000009 ST OF FL TIITF % DEP - STATE LANDS 3900 COMMONWEALTH BLVD I TALLAHA'. FL 32399 323996575 0 1221 42796480002 ST OF FL TIITF DEPT OF AGIFORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 323996575 0 1469 42974840008 ST OF FL TIITF DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP E TALLAHAS FL 32399 32399657E 0 1587 44080760009 ST OF FL TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 323996575 0 1645 44082160005 ST OF FL TIITF DEPT OF AGIFORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 2937 42212000005 ST OF FL TIITF DEPT OF AGIFORESTRY GOLDEN GATE ST F % DEP DC TALLAHA;: FL 32399 32399657E 0 1983 309280000 STAHLMAN LANDSCAPE G PO BOX 888 NAPLES FL 34106 34106088E 27000 1985 309400000 STAHLMAN LANDSCAPE G PO BOX 888 NAPLES FL 34106 34106088E 9000 3000 41718840003 STANZIALE, DON C =& CON 400 SEQUOIA LN BOCA RAI FL 33487 334871464 62500 1565 320720002 STARLING ET AL, HAROLD 10241 BUTTERCUP CT PEMBROK FL 33026 330262421 90000 213 42102000005 STATE OF FL TIITF % DEP - STATE LANDS 3900 COMMONWEALTH BLVD I TALLAHAE FL 32399 32399657E 0 230 42109680004 STATE OF FL TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 0 340 42100840005 STATE OF FL TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 ..a.. -. 471 41995120009 STATE OF FL TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 809 42555160000 STATE OF FL TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 0 10133 42735720008 STATE OF FL TIITF DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAE FL 32399 323996575 0 Agenda Item No. 10C October 27, 2009 Multiple Parcel Owners Page 210 of 330 1017 42734720009 STATE OF FL TIITF DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA'. FL 32399 32399657` 0 1025 42734840002 STATE OF FL TIITF DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAE FL 32399 32399657; 0 1080 42736640006 STATE OF FL TIITF DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAE FL 32399 32399657_E 0 1168 42790680002 STATE OF FL TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 323996575 0 1184 42793760000 STATE OF FL TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 0 1199 42793920002 STATE OF FL TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657; 0 1232 42794200006 STATE OF FL TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 0 1720 44084000008 STATE OF FL TIITF DEPT OF AG'FORESTRY GOLDEN GATE ST F "ro DEP DCTALLAHAE FL 32399 323996575 0 284 41995280004 STATE OF FL'TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 0 1712 44082600002 STATE OF FL/TIITF DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 0 1989 308000003 STRAMONDO, JAMES =& BE 2361 LANTERN LN NAPLES FL 34102 34102765c 200000 3412 299480004 SYMPHONY REAL ESTATE CIO THERESA L PEARSON- PO BOX 2681 GT 4TI CENTURY CAYMAN ISLANDS 2625 3414 299680008 SYMPHONY REAL ESTATE C/O THERESA L PEARSON - PO BOX 2681 GT 4Th CENTURY CAYMAN ISLANDS 2625 3415 299560005 SYMPHONY REAL ESTATE C/O THERESA L PEARSON- PO BOX 2681 GT 4TI CENTURY CAYMAN ISLANDS 675 3416 299920001 SYMPHONY REAL ESTATE C/O THERESA L PEARSON- PO BOX 2681 GT 4T CENTURY CAYMAN ISLANDS 767 414480009 TIITF /DEP- FORESTRY BELLE MEADE STATE FORE 3900 COMMONWEALTH BLVD TALLAHAE FL 675 32399 32399657E 0 2427 396520003 TIITF /DEP- FORESTRY DEPT OF AG- CONSUMER S 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 2464 414440007 TIITF /DEP- FORESTRY BELLE MEADE STATE FORE 3900 COMMONWEALTH BLVD TALLAHAE FL 0 32399 32399657E 414 41991560003 TIITF /DEPT OF AG FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHAE FL 0 497 41991960001 TIITF /DEPT OF AG FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS 813900 COM TALLAHAE 32399 32399657E 0 FL 542 41992080003 TIITF /DEPT OF AG FOREST GOLDEN GATE ST FOREST 9,6 DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 32399657E 0 638 42445880005 TIITF /DEPT OF AG FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHA: FL 32399 32399657E 0 698 42442800004 TIITF /DEPT OF AG FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS B13900 COM TALLAHA: FL 32399 32399657E 0 727 424426D0000 TIITF /DEPT OF AG FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS 813900 COM TALLAHAE 32399 323996575 0 FL 794 42554360005 TIITF /DEPT OF AG FORESI GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 32399657E 0 819 42554240002 TIITF /DEPT OF AG FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 32399657E 0 820 42551080003 TIITF /DEPT OF AG FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS B13900 COM TALLAHAE FL 32399 32399657E 0 874 42551880009 TIITF /DEPT OF AG FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 32399657E 0 915 42552320005 TIITF /DEPT OF AG FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 323996575 0 216 42000320007 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS B1 3900 COM TALLAHAE FL 32399 32399657E 0 ' 220 41999720007 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS 131 3900 COM TALLAHAE FL 32399 32399657E 0 224 41998640007 TIITF /DEPT OF AG- FORESI GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHA: FL 32399 32399657`, 0 261 42001040001 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHA; 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FL 32399 32399657E 0 622 42440760007 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEF DOUGLAS BI 3900 COM TALLAHA: FL 32399 323996575 0 629 42440920009 TIITFIDEPT OF AG- FORESI GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 32399657_E 0 631 42443720002 TIITFIDEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 32399657E 0 633 42443600009 TIITFIDEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 32399657E 0 32399 32399657E 0 637 42445840003 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHA: FL 32399 32399657`. 0 640 42444760003 TIITFIDEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 32399657E 642 42444800002 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST 3900 COMMONWEALTH BLVD TALLAHA: FL 0 646 42443480009 TIITFIDEPT OF AG- FORESI GOLDEN GATE ST FOREST % DEP DOUGLAS BE 3900 COM TALLAHA; FL 32399 32399657E 0 656 42443360006 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 323996575 0 662 42445720000 TIITFIDEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS 813900 COM TALLAHAE FL 32399 32399657E 0 32399 32399657E 0 664 42445760002 TIITF /DEPT OF AG- FORESI GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 32399657E 665 42444920005 TIITFIDEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS 813900 COM TALLAHA: FL 0 668 42443200001 TIITFIDEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 323996575 0 669 42441240005 TIITFIDEPT OF AG- FORESI GOLDEN GATE ST FOREST % DEP DOUGLAS 61 3900 COM TALLAHA: FL 32399 323996575 0 685 42445120008 TIITF /DEPT OF AG- FORESI GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHA: FL 32399 32399657E 0 686 42445000005 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 32399657E 0 32399 687 42445080009 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST °,o DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399657,` 0 692 42442960009 TIITF /DEPT OF AG- FORESI GOLDEN GATE ST FOREST °,o DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 32399657E 0 697 42441560002 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST °,o DEP DOUGLAS 61 3900 COM TALLAHA; FL 32399 323996575 0 704 42441640003 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS 813900 COM TALLAHA: FL 32399 32399657E 0 32399 710 42445640009 TIITFIDEPT OF AG- FOREST GOLDEN GATE ST FOREST °/ DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399657E 0 711 42445200009 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS 813900 COM TALLAHA; FL 32399 32399657E 0 712 42445160000 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 39CO COM TALLAHA` FL 32399 32399657E 0 720 42441760006 TIITF /DEPT OF AG- FORESI GOLDEN GATE ST FOREST °,6 DEP DOUGLAS BI 3900 COM TALLAHA; FL 32399 32399657E 0 734 42445520006 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST °.o DEP DOUGLAS BI 3900 COM TALLAHA: FL 32399 32399657E 0 738 42442480000 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST °,o DEP DOUGLAS B1 3900 COM TALLAHA'. FL 32399 323996575 0 32399 749 42442240004 TIITFIDEPT OF AG- FOREST GOLDEN GATE ST FOREST °,o DEP DOUGLAS BI 3900 COM TALLAHA: FL 32399657E 0 900 42552160003 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST °,o DEP DOUGLAS BI 3900 COM TALLAHAE FL 32399 32399657E 0 796 42554400004 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHA_° FL 32399 323996575 0 797 42550920009 TIITFIDEPT OF AG- FORESI GOLDEN GATE ST FOREST % DEP DOUGLAS 1313900 COM TALLAHA: FL 32399 32399657E 0 798 42554440006 TIITF /DEPT OF AG- FORESI GOLDEN GATE ST FOREST 32399 32399657E 0 % DEP DOUGLAS 613900 COM TALLAHA; FL 32399 32399657E 0 Agenda Item No. 10C October 27; 2009 Multiple Parcel Owners Page 211 of 330 826 42551320006 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS 813900 COM TALLAHA: FL 32399 32399657; 0 869 42551720004 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS 613900 COM TALLAHA,' FL 32399 32399657E 0 876 42551840007 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS 813900 COM TALLAHA: FL 32399 32399657E 0 888 42550280008 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS Bt 3900 COM TALLAHA; FL 32399 32399657E 0 906 42552240004 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS 813900 COM TALLAHA; FL 32399 32399657E 0 913 42552360007 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST °% DEP DOUGLAS BI 3900 COM TALLAHA: FL 32399 32399657° 0 932 42550160005 TIITF /DEPT OF AG- FOREST GOLDEN GATE ST FOREST % DEP DOUGLAS BI 3900 COM TALLAHA; FL 32399 32399657E 0 480 41991840008 TIITF /DEPT OF FORESTRY GOLDEN GATE ST FOREST % DEP DOUGLAS 613900 COM TALLAHA: FL 32399 32399657E 0 362 41991400008 TIITF /FORESTRY GOLDEN GATE STATE FORT 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 428 41991600002 TIITF /FORESTRY GOLDEN GATE STATE FORI3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 543 41990040003 TIITF /FORESTRY GOLDEN GATE STATE FOR! DNR 434 3900 COM TALLAHA: FL 32399 32399657E 0 190 42109640002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 191 42107480002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657° 0 192 42107560003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 193 42107520001 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657E 0 194 42107000000 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657° 0 195 42106920000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 196 42106960002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 197 42105760009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657; 0 198 42105800008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 199 42105160007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 200 42105200006 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657E 0 201 42104240009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 202 42104280001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657'. 0 203 42104320000 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657' 0 204 42103680000 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657' 0 131 42270240001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 132 42102240001 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 133 42102280003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657; 0 134 42102320002 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 135 42103960005 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 136 42110240006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 137 42103920003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657° 0 138 42104000003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657: 0 139 42104040005 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657° 0 140 42105440002 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F CiO DEP C TALLAHA: FL 32399 32399657E 0 141 42110160005 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657: 0 142 42107280008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 143 42110000000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 144 42107320007 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 145 42107240006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 146 42107120003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 147 42107200004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 148 42107160005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 149 42105520003 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 150 42105560005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 151 42105600004 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657E 0 152 42105480004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 153 42105320009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 154 42105360001 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA'. FL 32399 32399657E 0 155 42104120006 TIITFIST OF FL DEP OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657E 0 156 42104080007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 157 42103840002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 158 42103880004 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA,' FL 32399 32399657E 0 159 42102400003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657E 0 160 42102360004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 161 42102160000 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657E 0 162 42110040002 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 32399657E 0 163 42110080004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 32399657E 0 164 42110320007 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 32399657E 0 165 42109960009 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657E 0 166 42109920007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 167 42107400008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 32399657E 0 168 42107360009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 169 42107440000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 170 42107080004 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 32399657E 0 171 42107040002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657E 0 172 42105640006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 173 42105720007 TIITFIST OF FL DEP OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 32399657E 0 174 42105680008 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 32399657E 0 175 42105280000 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 32399657E 0 176 42105240008 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA,' FL 32399 32399657E 0 177 42104160008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 178 42104200007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 179 42109880008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 180 42109840006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 181 42109800004 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 182 42112680004 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 183 42112640002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 32399657E 0 184 42112720003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 185 42112040000 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 186 42111920008 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 187 42111960000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 188 42112000008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 32399657E 0 189 42110560003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 Agenda Item No. 10C October 27, 2009 Multiple Parcel Owners Page 212 of 330 205 42103600006 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657E 206 42103640008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 207 42102560008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657; 0 0 433 42106200005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 434 42106120004 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 32399657: 0 435 42106240007 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 32399657E 0 0 436 42106160006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 437 42104880003 TIITF /ST OF FL DEP OF AG- FORESTRY GOLDEN GATE ST F C/O DEP [ TALLAHA,' FL 32399 32399657E 0 438 42104920002 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP [TALLAHA; FL 32399 32399657E 0 439 42104640007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 440 42104680009 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 441 42104600005 TIITFST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; 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0 268 42000400008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657E 0 269 42101800002 TIITFIST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA' FL 32399 32399657E 0 270 41999640006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657° 0 271 42100760004 TIITFST OF FL DEPT OF AG,'FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 273 41998720008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 274 42100800003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657: 0 275 41998800009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657E 0 276 41998840001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657E 0 Agenda Item No. 10C October 27, 2009 Multiple Parcel Owners Page 213 of 330 277 41998760000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657: 278 42100200001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657° 279 41998000003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657° 280 41997320001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657; 281 41996800001 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657: 282 41996040007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 283 41996000005 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657: 285 41995320003 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657: 286 41995360005 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657° 287 41994400005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 32399657! 288 41994480009 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657! 289 41994440007 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA£ FL 32399 32399657! 290 42109360007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657! 291 42110720005 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657! 292 42109440008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657! 293 42109400006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 294 42110760007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657! 295 42109240004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657! 296 42109320005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA', FL 32399 32399657! 297 42110800006 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657! 298 42109280006 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657! 299 41993320005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657! 300 42110840008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657! 301 42109200002 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657! 302 41993280006 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657: 303 42111760006 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657! 304 42110880000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 307 42107760007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657! 308 42107800006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 32399657! 309 42107720005 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 32399657: 310 42106720006 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F CIO DEP C TALLAHA; FL 32399 32399657! 311 42106680007 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657: 312 42106000001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657! 313 42105960003 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 32399657! 314 42105000002 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657! 315 42105040004 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657: 316 42104520004 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/0 DEP C TALLAHA', FL 32399 32399657E 317 42104440003 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F CIO DEP C TALLAHA; FL 32399 32399657° 318 42104480005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657! 319 42103480006 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F % DEP DCTALLAHA,' FL 32399 32399657! 320 42103360003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657! 321 42103400002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657! 322 42103440004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657! 323 42102760002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657! 324 42001000009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657! 325 42102840003 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F CIO DEP C TALLAHA; FL 32399 32399657! 326 42102600001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657! 327 42000520001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA_' FL 32399 32399657! 329 42000560003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 330 42101680002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657! 331 42000480002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657; 332 42101720001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA! 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FL 32399 32399657! 366 41991480002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657! 368 42111040001 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657 369 42108960000 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F% DEP DC TALLAHA! FL 32399 32399657! a .. 370 42107880000 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 323996571 371 42107840008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657; 372 42107920009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657! 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FL 32399 323996575 0 425 41992840007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 D 427 41992800005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 429 42108720004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 430 42108040001 TIITF, %ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 431 42108000009 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST FC /O DEP ETALLAHAE FL 32399 32399657E 0 432 42106520002 TIITF /ST OF FL % DNR DOUGLAS BLDG 39CO COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 448 42000680006 TIITF /ST OF FL °% DNR DOUGLAS BLDG 2900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 449 42103000004 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 451 42101360005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 452 41999320009 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 454 41999080006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA`. FL 32399 32399657E 0 456 42101400004 TIITF,'ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 32399657E 0 457 41999040004 TIITF,'ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 458 42101160001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 459 41997800000 TIITF /ST OF FIL DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 460 42101080000 TIITF /ST OF FL ° -6 DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 461 42101120009 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 462 41997480006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 463 42100080001 TIITF %ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F ° %o DEP DC TALLAHAf FL 32399 323996575 0 464 41996640009 TIITFIST OF FL ° %o DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 465 41996600007 TIITFIST OF FL °/ DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657E 0 466 41996320002 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 323996575 0 467 41996280003 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F ° %o DEP DCTALLAHAf FL 32399 323996575 0 468 41996360004 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F ;%6 DEP DCTALLAHAf FL 32399 32399657E 0 469 41996240001 TIITF %ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 470 41995080000 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 32399657E 0 472 41995040008 TIITF /ST OF FL DEPT OF AGFORESTRY GOLDEN GATE ST F % DEP DC TALLAHAf FL 32399 323996575 0 473 41994640001 TIITFIST OF FL DEPT OF AG'FORSTRY GOLDEN GATE ST F % DEP DC TALLAHAf FL 32399 32399657E 0 474 41994720002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 32399657° 0 475 41994680003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 32399657E 0 476 41992720004 TIITFIST OF FL 90 DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 32399657E 0 478 41990080005 TIITF /ST OF FL °ro ONR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 32399657E 0 479 42108680005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 481 42108760006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 32399657E 0 482 41992760006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 483 41991800006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 32399657E 0 487 41992680005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 323996575 0 489 41991880000 TIITF /ST OF FL % DEP DOUGLAS BLDG 390C COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 491 42000940005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 494 41992640003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 32399657E 0 Agenda Item No. 10C October 27, 2009 Multiple Parcel Owners Page 215 of 330 495 41992000009 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657: 0 496 41992600001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657° 0 498 41992560002 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657: 0 499 41991920009 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 501 42104800009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 502 42104760000 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 32399657E 0 503 42104720008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 504 42103200008 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 505 42000840008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 506 42103160009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 507 42000880000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 509 42103080008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 512 41999280000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 513 42103120007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 514 42101320003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 515 41999160007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 516 41999240008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 517 41999200006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 518 41997720009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 519 42101280004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 520 41997760001 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAE FL 32399 32399657° 0 521 41997680000 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 522 41997640008 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAE FL 32399 32399657E 0 523 41997560007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 524 42101240002 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 0 525 41997600006 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 532 41996400003 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 0 533 41996440005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 534 41994920006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657E 0 535 41994880007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 536 41994960008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 537 41995000006 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA'. FL 32399 32399657E 0 538 41994840005 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 0 539 41994800003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 540 41994760004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 541 41992520000 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 544 41992440009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 681 42441400007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 742 42440040002 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 744 42442440008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 745 42442040000 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 746 42442400006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 547 41992480001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 548 41992120002 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F% DEP DCTALL.AHAE FL 32399 32399657E 0 551 41992320006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 552 41992160004 TIITFIST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657E 0 553 41992280007 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 554 41992240005 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 555 41992360008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 556 41992200003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 557 41992400007 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 559 42447440003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 560 42446240000 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657C 0 561 42446200008 TIITFIST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 562 42446280002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 563 42446160009 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 564 42444560009 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 565 42444520007 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 32399657E 0 566 42440360009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 567 42440320007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 568 42444480008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657' 0 569 42444440006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657' 0 570 42440400008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657' 0 572 42444400004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 576 42444240002 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F% DEP DC TALLAHA: FL 32399 32399657E 0 577 42440440000 TIITF /ST OF FL %- DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA` FL 32399 32399657E 0 578 42444360005 TIITF /ST OF FIL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 579 42444280004 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 580 42444320003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 582 42446320001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 583 42446120007 TIITFIST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 323996570 0 584 42444680002 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 585 42444640000 TIITF /ST OF FIL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 586 42444600008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 587 42444160001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 588 42440520001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 590 42444200000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 591 42444120009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 592 42440480002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 595 42444080000 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F CIO DEP C TALLAHA; FL 32399 32399657E 0 600 42443960008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657! 0 601 42440680006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 ..»..,,.. 602 42443920006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 603 42440560003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 604 42444040008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 Agenda Item No. 10C October 27, 2009 Multiple Parcel Owners Page 216 of 330 605 424415600002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 606 42444000006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657E 610 42446080008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657° 0 611 42446000004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657: 0 0 612 42446040006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 613 42444720001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 614 42443760004 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657E 0 615 42440840008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657.` 0 616 42440240006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657: 0 617 42443880007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657° 0 618 42440800006 TIITF /ST OF FL % DEP DOUGLAS BLDG 390D COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 619 42443800003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 620 42440720005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 621 42443840005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657: 0 628 42443680003 TIITF /ST OF FL °! DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 630 42443640001 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 632 424408801500 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 634 42440960001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 635 42446520005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 636 42445920004 TIITF.!ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA', FL 32399 32399657: 0 639 42445960006 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657; 0 641 42444840004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 643 42443440007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657° 0 644 42441000009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 645 42440200004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657E 0 647 42443520008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 648 42443560000 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657: 0 650 457080204 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657° 0 654 42443320004 TIITF,'ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 655 42441080003 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 657 42441040001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 658 42443280005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657E 0 659 42441120002 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 660 42443400005 TIITF,'ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 661 42446560007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 663 42445800001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 666 42444960007 TIITF /ST OF FL °,6 DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 667 42444880006 TIITF /ST OF FL °;o DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 670 42440160005 TIITF, /ST OF FL °6 DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 671 42443240003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 672 42441160004 TIITF,'ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 673 42443120000 TIITF,'ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 674 42441200003 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 675 42443160002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657E 0 676 455920007 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 678 42443080001 TIITF,!ST OF FL % DNR DOUGLAS BLDG 33900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 682 42441360008 TIITF,'ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 683 42446680000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA_' FL 32399 32399657E 0 684 42445680001 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657° 0 688 42445040007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 689 42443040009 TIITF /ST OF FL °/ DNR DOUGLAS BLDG 390') COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 690 42441480001 TIITFST OF FL °! DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA', FL 32399 32399657E 0 691 42440120003 TIITF,'ST OF FL °h DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 693 42441520000 TIITF,'ST OF FL °/ DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 694 42442920007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 695 42441440009 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 696 42443000007 TIITF /ST OF FL °,, DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 699 42441680005 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 701 42442840006 TIITF /ST OF FL % DNR DOUGLAS BLDG 390C COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 702 42441600001 TIITF /ST OF FL 9/6 DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 703 42442880008 TIITF. /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 705 42442760005 TIITF,'ST OF FL 9i DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657.1 0 706 42441720004 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 707 42446800000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 708 42445560008 TIITFST OF FL 96 DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 709 42445600007 TIITF,'ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657`, 0 713 42445240001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 714 42442720003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 715 42441840007 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 716 42440080004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 717 42442680004 TIITFST OF FL °/ DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 718 42441800005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657° 0 719 42442640002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 721 42442560001 TIITF /ST OF FL % DNR DOUGLAS B_DG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657° 0 722 42509520007 TIITF /ST OF FL DEPT OG AG FORESTRY GOLDEN GATE ST F C/O DEP [TALLAHA: FL 32399 32399657`, 0 723 42442000008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 724 42509560009 TIITF /ST OF FL °ro DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 725 42442520009 TIITFST OF FL °ro DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 726 42441920008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 728 42441960000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 729 42441880009 TIITF, /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 730 42446880004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 731 42445480007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657; 0 732 42445440005 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657: 0 733 42445400003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657°. 0 Agenda Item No. 10C October 27, 2009 Multiple Parcel Owners Page 217 of 330 735 42445280003 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657: 0 736 42445320002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 737 42445360004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 739 42509600008 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F CIO DEP C TALLAHA; FL 32399 32399657: 0 740 42509480008 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP E TALLAHA'. FL 32399 32399657; 0 741 42442080002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657: 0 748 42442160003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657° 0 751 42442320005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657: 0 752 42442200002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 753 42442360007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 814 42550400008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA FL 32399 32399657E 0 815 42509280004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 816 42551040001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 898 42552120001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 899 42553240003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH 9LVD TALLAHA: FL 32399 323996575 0 901 42552080002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657 "J 902 42557560006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 3 7 _ . 903 42556000004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 3239965£ 982 42730760005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657: 0 983 42735120006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 984 42731400005 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 985 42735160008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 986 42731360006 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 987 42735200007 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP E TALLAHA: FL 32399 32399657E 0 988 42735040005 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 989 42731560000 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 754 42556880004 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 756 42556720009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 757 42556800000 TIITFIST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657E 0 758 42556840002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 759 42554840004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 760 42554800002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 761 42554880006 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657E 0 762 42554760003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 763 42509640000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 764 42509400004 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP E TALLAHA: FL 32399 32399657E 0 765 42550560003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 766 42550520001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 768 42554600008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 769 42550680006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 770 42554680002 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAI FL 32399 32399657E 0 771 42554720001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657E 0 772 42550640004 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 773 42554640000 TIITFIST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALL.AHAE FL 32399 32399657E 0 774 42550600002 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 775 42557000003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 776 42556680000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAc FL 32399 32399657E 0 777 42556560007 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 778 42556600006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA FL 32399 32399657E 0 779 42556640008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 780 42555040007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 781 42554920005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 782 42555000005 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 783 42554960007 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 784 42554560009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 785 42509680002 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 786 42550440000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 787 42550760007 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 788 42509360005 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 789 42550800006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA£ FL 32399 323996575 0 790 42554520007 TIITFIST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657E 0 791 42550840008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 792 42554480008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA£ FL 32399 32399657E 0 793 42550720005 TIITFIST OF FL - - % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 795 42550960001 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 799 42551000009 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 800 42554320003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 801 42550880000 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 802 42557120006 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 803 42556480006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 804 42556520005 TIITFIST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 805 42556440004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 806 42556400002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657E 0 807 42555200009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 808 42555080009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 810 42555120008 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 811 42554200000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 812 42551160004 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 813 42509720001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA FL 32399 32399657E 0 817 42554280004 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 818 42551120002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA FL 32399 32399657E 0 821 42554160001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 822 42551200003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 823 42554080000 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 824 42551240005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA£ FL 32399 32399657E 0 Agenda Item No, 10C October 27; 2009 Multiple Parcel Owners Page 218 of 330 825 42554120009 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 827 42554040008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 829 42557160008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657: 0 830 42556240000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 831 42556280002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 832 42556320001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 833 42556360003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657.` 0 834 42555320002 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DCTALLAHAE FL 32399 32399657E 0 0 835 42555280003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 836 42555240001 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F% DEP DCTALLAHA; FL 32399 32399657E 0 0 837 42555360004 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 838 42553920006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657° 0 0 839 42551400007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 840 42509760003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 841 42509120009 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP E TALLAHA: FL 32399 323996575 0 842 42550360009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALL�WAEFL 32399 323996575 0 843 42553960008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD - TALLAHA; 32399 32399657E 0 844 42554000006 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA6TA .. 32399 323996575 0 B45 42551360008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLV6'TALLAHAE FL 32399 323996575 846 42551440009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 0 847 42553800003 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 323996575 0 848 42551480001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 850 42553840005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 851 42551520000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 852 414600009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 853 42553760004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996575 0 854 42551560002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 855 42557400001 TIITFST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 856 425560800D8 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA£ FL 32399 32399657E 0 857 42556200008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 859 42556120007 TIITF /ST OF FL "ro DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 860 42555440005 TIITF /ST OF FL DEPT OF A&FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 323996575 0 861 42555400003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657.1 0 862 42555480007 TIITF /ST OF FL ;-6 DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996571 0 863 42553680003 TIITF /ST OF FL °a DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 864 42551600001 TIITF'ST OF FL °;o DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 323996575 0 865 42550320007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 866 42509080000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 867 42509800002 TIITF /ST OF FL % DNR DOUGLAS BLDG 390D COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 868 42553720002 TIITF /ST OF FL % DNR DOUGLAS BLDG 2900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996575 D 670 42553640001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 871 42551680005 TIITF /ST OF FL 1, DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 872 42551640003 TIITF /ST OF FL 0/. DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 873 42553600009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 875 42553520008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 877 42553480009 TIITF/ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 878 42551760006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657', 0 879 42553560000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 880 42551800005 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 881 42557520004 TIITFiST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 882 42556040006 TIITF /ST OF FL % DNR DOUGLAS BLDG 390D COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 883 42555560008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 884 42555520006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 885 42555600007 TIITF /ST OF FL °/ DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 886 42553400005 TIITF /ST OF FL °/ DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 887 42551960000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 889 42509840004 TIITF /ST OF FL °/ DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 890 42509040008 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP ITALLAHA' FL 32399 323996575 0 891 42553320004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 892 42552040000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996575 0 893 42553440007 TIITF!ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 894 42551920008 TIITF!ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA.' FL 32399 323996575 0 895 42553360006 TIITF /ST OF FL DEPT OF AG'FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657E 0 896 42552000008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 897 42553280005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657; 0 904 42555640009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 905 42553200001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 907 42550240006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA`. FL 32399 323996571 0 908 42552200002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 , 32399657E D 909 42553160002 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 323996575 0 910 42553120000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 912 42553080001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 916 42552960009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 917 42552400006 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 918 42553040009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 919 42552280006 TIITF /ST OF FL % DNR DOUGLAS BLDG 2900 COMMONWEALTH BLVD TALLAHA'. FL 32399 323996575 0 920 42557600005 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 323996575 0 921 42555840003 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 922 42555880005 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E D 923 42555920004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 924 42555960006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 322399 323996575 0 925 42555720000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 926 42555800001 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 927 42555680001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 928 42555760002 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F% DEP DC TALLAHA; FL 32399 32399657E 0 Agenda Item No. 10C October 27, 2009 Multiple Parcel Owners Page 219 of 330 929 42552840006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 32399657: 930 42552520009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA.' FL 32399 32399657: 931 42550120003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 32399657: 933 42550200004 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 935 42550040002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 936 42552920007 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 937 42552480000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 938 42552880008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 939 42552440008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 940 42552720003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657'. 941 42552640002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 942 42552760005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 943 42552600000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA_' FL 32399 323996575 944 42552800004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 945 42552680004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 948 42737200005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575' 949 42737160006 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 323996575 950 42737240007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399, 32399WE . 951 42735400001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 952 42735440003 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 323996575 953 42735480005 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA.' FL 32399 323996575 954 42735360002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 955 42731120000 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 956 42730960009 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 957 42731000007 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 323996575 958 42731040009 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 959 42730920007 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 960 42731160002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 961 42731080001 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 962 42735280001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 32399657'. 963 42731240003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 964 462800000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 32399657.' 965 42731320004 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 966 42735320000 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 967 42731280005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 969 42731200001 TIITFIST OF FL 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 970 42737480003 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAS FL 32399 323996575 971 42737080005 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEPT TALLAHAS FL 32399 323996575 972 42737120004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 973 42737040003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 974 42735520004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 975 42735600005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 976 42735560006 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 977 42735080007 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 978 42731440007 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAS FL 32399 323996575 979 42730840006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 980 42730800004 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 981 42730880008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 991 42731520008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 992 42731600009 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 993 42731480009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1054 42737800007 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAS FL 32399 323996575 1055 42736680008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 323996575 1056 42736720007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA', FL 32399 323996575 1057 42736760009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1058 42735920002 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1059 42734360003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1060 42732160001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657'. 1061 42730480000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1062 42730440008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'_ FL 32399 323996575 1064 42732280004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA', FL 32399 323996575 1065 42734280002 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1066 42732200000 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1067 42734320001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1068 42732240002 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1297 42790960007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1298 42791080009 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1299 42791000005 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1300 42790160001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALi H BLVD TALLAHAS FL 32399 323996575 1301 42795000001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1302 42795040003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 995 437920009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 996 42737600003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 997 42736920001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 998 42737000001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 999 42736960003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1000 42735640007 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 323996575 1001 42735760000 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAS FL 32399 323996575 1002 42735680009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1004 42734880004 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1005 42731760004 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1006 42730720003 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAS FL 32399 32399657'. 1007 42730640002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 1008 42730680004 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 1009 42730600000 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAS FL 32399 323996575 Agenda Item No. 10C October 27, 2009 Multiple Parcel Owners Page 220 of 330 1011 42734920003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657; 1012 42731720002 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1013 42734960005 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1014 42731640001 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657E 0 1015 42735000003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657: 0 1016 42731680003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657: 0 1018 42731840005 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP I TALLAHAE FL 32399 32399657E 0 1020 42734800000 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1022 42731880007 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAE FL 32399 32399657E 0 1023 42734760001 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1024 42731800003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1026 42737640005 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAE FL 32399 32399657E 0 1027 42736840000 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 32399657E 0 1029 42736880002 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 0 1030 42735840001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1031 42735880003 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP ITALLAHA; FL 32399 32399657E 0 1032 42735800009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1033 42734640008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1034 42732000006 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C.!O DEP C TALLAHA; FL 32399 32399657E 0 1035 42730560001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657° 0 1036 42730520009 TIITF /ST OF FL °,6 DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1040 42731960008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1041 42734600006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1042 42731920006 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 32399657E 0 1043 42734680000 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C. /O DEP C TALLAHAE FL 32399 32399657E 0 1044 42734480006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657.1 0 1045 42732080000 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657E 0 1048 42734520005 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F CIO DEP [TALLAHA; FL 32399 32399657: 0 1050 42734400002 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1051 42732120009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 ' 1053 42734440004 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAE FL 32399 32399657° 0 1069 42734200D08 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1070 42732320003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657: 0 1071 42734160009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1072 462320001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 32399657E 0 1073 42732360005 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 32399657E 0 1075 42734120007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1076 42732440006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657; 0 1077 42734240000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1078 42732400004 TIITF. /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1079 42737840009 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 32399657E 0 1081 42736560005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1082 42736600004 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657E 0 1083 42735960004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 32399657E 0 1084 42734080008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 32399657E 0 1085 42732520007 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 32399657E 0 1086 42730280006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1087 42730400006 TIITF /ST OF FL I, DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1088 42730320005 TIITF /ST OF FL °,o DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 32399657E 0 1092 42734040006 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA', FL 32399 32399657E 0 1094 42732560009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1095 42734000004 TIITF.!ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 32399657E 0 1097 42733960006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1098 42732600008 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F CIO DEP C TALLAHA; FL 32399 32399657E 0 1099 42733840003 TIITFIST OF FL °/o DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1100 42732640000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1102 42732760003 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657E 0 1105 42733920004 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1106 42732720001 TIITF, /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657E 0 1107 42733880005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1108 42732680002 TIITFIST OF FL °/ DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657° 0 1109 42737880001 TIITF/ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1110 42736520003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 323996571 0 1111 42736480004 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 . 32399657E 0 1113 42736080006 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F CO DEP C TALLAHAE FL 32399 32399657E 0 1114 427360400134 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 32399657E 0 1115 42736000002 TIITF /ST OF FL °,o DNR DOUGLAS BLDG 29CO COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1116 42733720000 TIITFIST OF FL °/o DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657° 0 1117 42732880006 TIITF /ST OF FL °o DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1118 427302D0002 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAE FL 32399 32399657E 0 1119 42730160003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA.° FL 32399 32399657E 0 1120 42730120001 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657`. 0 1121 42733680001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1122 42732920005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1123 42733760002 TIITFIST OF FL °/o DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1124 42732800002 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657E 0 1125 42733640009 TIITF /ST OF FL 90 DNR DOUGLAS BLDG 390D COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1126 42732840004 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F CO DEP C TALLAHAE FL 32399 32399657E 0 1127 42733480007 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1128 42732960007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1 i29 42733600007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 32399657° 0 1130 42733000005 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 32399657E 0 1132 42733520006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 32399657E 0 1133 42733040007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 323996571 0 1134 42733560008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAEFL 32399 32399657E 0 Agenda Item No. 10C October 27, 2009 Page 221 of 330 32399657E 0 32399657: 0 32399657_° 0 32399657E 0 32399657: 0 32399657: 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657: 0 32399657E 0 Multiple Parcel Owners 1135 42737920000 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1136 42736360001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1137 42736320009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1138 42736400000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1140 42736160007 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA', FL 32399 1141 42736200006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1142 42736120005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1143 42736240008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1144 42733440005 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1145 42733120008 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F CIO DEP E TALLAHA; FL 32399 1146 42730080002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1147 42730040000 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1148 42733080009 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1149 42733360004 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F CIO DEP C TALLAHAE FL 32399 1150 42733240001 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAE FL 32399 1151 42733320002 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP E TALLAHAE FL 32399 1152 42733200009 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F CIO DEP E TALLAHAE FL 32399 1153 463440003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1154 42733400003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1155 42733280003 TIITF /ST OF FIL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1157 42798440008 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1158 42796880000 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1159 42796800006 TIITFIST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 1160 42796840008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1161 42796760007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1162 42796680006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 1163 42796720005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1164 42793600005 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1165 42793400001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1166 42790640000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1167 42790600008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1169 42790560009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1170 42790520007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1171 42790480008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1172 42793480005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1173 42793320000 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1174 42793520004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1175 42793440003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1176 42793560006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1177 42793360002 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 1178 42793640007 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1179 42793280001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1180 42793680009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1181 463320000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 1182 42793720008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1183 42793200007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1185 42793240009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1186 42798360007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1188 42796960001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1189 42796920009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1190 42796640004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1191 42796600002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1192 42796520001 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F% DEP DC TALLAHAE FL 32399 1193 42796560003 TIITFIST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 1194 42793840001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1195 42793120006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1196 42790720001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 1197 42790440006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1198 42790400004 TIITFIST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA`. FL 32399 1200 42793160008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1201 42793880003 TIITFIST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 1202 42793080007 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1203 42793800009 TIITFIST OF Ft- % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1204 42793040005 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1205 42793960004 TIITF /ST OF FL DEPT OF AGIFORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 1206 42792960005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1207 42794080006 TIITF /ST OF Fl- % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1208 42792880004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1210 42794000002 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1211 42793000003 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 1212 42794040004 TIITFIST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 1213 42792920003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1214 42798240004 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 1215 42797120002 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1216 42797040001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1217 42797080003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1218 42796360009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1219 42796440000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1220 42796400008 TIITFIST OF Fl- DEPT OF AG- FORESTRY GOLDEN GATE ST F io DEP DCTALLAHAE FL 32399 1222 42794240008 TIITFIST OF Ft- % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1223 42794240008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1224 42794120005 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1225 42792760001 TIITFIST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1226 42790760003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1228 42790360005 TIITFIST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 Agenda Item No. 10C October 27, 2009 Page 221 of 330 32399657E 0 32399657: 0 32399657_° 0 32399657E 0 32399657: 0 32399657: 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657: 0 32399657E 0 Agenda Item No. 10C October 27, 2009 Multiple Parcel owners Page 222 of 330 1229 42792720009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996571 1230 42794160007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657: 0 1231 42792800000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1233 42792840002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657` 0 1234 42794320009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 0 1235 42792600006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 1236 42794280000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657° 0 1237 42792560007 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657E 0 0 1238 42794400000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1239 42792680000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1240 42794360001 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1241 42792640008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1242 42798200002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1243 42797280007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657E 0 1244 42797160004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1245 42797240005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1246 42797200003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1247 42796280008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657E 0 1248 42796320007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1249 42794520003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1250 42792520005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1251 42790800002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1252 42790840004 TIITF /ST OF FL i° DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657`. D 1253 42790880006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657E 0 1254 42790280004 TIITF /ST OF FL %. DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1255 42794440002 TIITF /ST OF FL °a DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1256 42792480006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1257 42794480004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1258 42794680008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1259 42792400002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1260 42794640006 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1261 42792360003 TIITF /ST OF FL °/ DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1262 42794600004 TIITF /ST OF FL °,o DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1263 42792440004 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 32399657E 0 1264 42794560005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1265 42792320001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1266 427980400DO TIITF /ST OF FL °ib DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1267 42797320006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1268 42797400007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1269 42797360008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1270 42796200004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1271 42796240006 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657E 0 1272 42794760009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1273 42792240000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1274 42790920005 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 1276 42790200000 TIITF/ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1277 42794720007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1278 42792280002 TIITF /ST OF FL °gib DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1279 42794800008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1280 42792200008 TIITF /ST OF FL °! DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1281 42794880002 TIITF!ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1282 42792160009 TIITF,BT OF FL "o DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1283 42794920001 TIITRST OF FL 5D DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1284 42794840000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3930 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1285 42792120007 TIITF /ST OF FL DEPT OF AGiFORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657E 0 1286 42794960003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1287 42792080008 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F °.o DEP DC TALLAHA; FL 32399 32399657E 0 1288 42798000008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1289 42797440009 TIITF /ST OF FL ° -/, DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1290 42797480001 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1291 42797520000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1292 42796120003 TIITF /ST OF FL 9, DNR DOUGLAS BLDG 39CO COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1293 42796160005 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 0 1294 42795080005 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA' FL 32399 32399657E 0 1295 42792040006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1296 42791040007 TIITF /ST OF FL °,o DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1303 42792000004 TIITF /ST OF FL °, DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657° 0 1304 42795120004 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 0 1305 42791960006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1306 42795200005 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 1307 42791840003 TIITF /ST OF FL ° -6 DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1308 42795160006 TIITF /ST OF FL DEPT OF AGFORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 323996571 0 1348 42790040008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1349 42795640005 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 32399657E 0 1350 42791560008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1351 42795560004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1352 42791600007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1353 42791640009 TIITF /ST OF FIL °i6 DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1354 42795760008 TIITF /ST OF FL 9a DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1355 42791520006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1356 42795680007 TIITF /ST OF FL DEPT OF AGiFORESTRY GOLDEN GATE ST F % DEP DC TALLAHAE FL 32399 32399657E 0 1357 42791480007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1358 42795800007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1359 42791440005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1360 42795720006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 Agenda Item No. 10C October 27, 2009 Page 223 of 330 32399657E 0 32399657E 0 32399657E 0 323996575 0 323996575 0 323996575 0 323996575 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 323996575 0 323996575 0 32399657E 0 32399657E 0 3239965ZE 0 323$9857,1 0 32399657E 0 32399657E 0 32399657,1 0 323996575 0 32399657E 0 32399657E 0 323996575 0 32399657E 0 323996575 0 32399657,1 0 32399657E 0 32399657,1 0 32399657E 0 32399657E 0 32399657,' 0 32399657,1 0 32399657E 0 323996575 0 32399657E 0 323996575 0 323996575 0 323996575 0 32399657E 0 32399657E 0 32399657E 0 323996575 0 32399657E 0 323996575 0 323996575 0 323996575 0 323996575 0 32399657,1 0 323996575 0 323996575 0 32399657,1 0 323996575 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 323996575 0 32399657E 0 32399657E 0 32399657E 0 323996575 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 323996575 0 32399657E 0 32399657E 0 32399657E 0 323996575 0 323996575 0 32399657E 0 32399657E 0 32399657,1 0 323996575 0 323996575 0 Multiple Parcel Owners 1361 42791400003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1362 42978440006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 1444 42976400006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1445 42976360007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1446 42974600002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1309 42791800001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1310 42795280009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1311 42791920004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1312 42795240007 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 1313 42791880005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1314 42797960000 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1315 42797560002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1316 42797600001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1317 42796000000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1318 42796040002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1319 42796080004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1320 42795400009 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA,' FL 32399 1321 42791760002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1322 42791160000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1323 42791120008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1324 42791200009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1325 42790120009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1327 448120005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1328 42795360000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1329 42795320008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1330 42795520002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1331 42791720000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1332 42795440001 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA,' FL 32399 1333 42795480003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1334 42797760006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1335 42797720004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 1336 42797680005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 1337 42797640003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1338 42795840009 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 1339 42795960002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1340 42795880001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1341 42795920000 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 1342 42795600003 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA,' FL 32399 1343 42791680001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1344 42791320002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1345 42791360004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1346 42791280003 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA£ FL 32399 1347 42791240001 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1363 42976920007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1364 42976880008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 1365 42976960009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1366 42976800004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1367 42976840006 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1368 42976760005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1369 42973720006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1370 42973640005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1371 42970840002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1372 42970880004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 1373 42970720009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1374 42970800000 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1375 42970760001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1376 42973760008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 1377 42973600003 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA_' FL 32399 1378 42973800007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1379 42973560004 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1380 42973680007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1381 42973520002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,1 FL 32399 1382 42973840009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1383 42973440001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1384 42973400009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 1385 42973360000 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1386 42973480003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1387 42978400004 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1388 42977000007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1389 42976720003 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 1390 42976640002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAf FL 32399 1391 42976680004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1392 42974000000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1393 42973280009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1394 42970920003 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAE FL 32399 1395 42970960005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 1396 42970680000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1397 42970640008 TIITF /ST OF FL % DEP. DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1398 42970600006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 1399 42973880001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 1400 42973960002 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 1401 42973240007 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA,' FL 32399 1402 42973920000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1403 42973320008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 1404 42974160005 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA,' FL 32399 Agenda Item No. 10C October 27, 2009 Page 223 of 330 32399657E 0 32399657E 0 32399657E 0 323996575 0 323996575 0 323996575 0 323996575 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 323996575 0 323996575 0 32399657E 0 32399657E 0 3239965ZE 0 323$9857,1 0 32399657E 0 32399657E 0 32399657,1 0 323996575 0 32399657E 0 32399657E 0 323996575 0 32399657E 0 323996575 0 32399657,1 0 32399657E 0 32399657,1 0 32399657E 0 32399657E 0 32399657,' 0 32399657,1 0 32399657E 0 323996575 0 32399657E 0 323996575 0 323996575 0 323996575 0 32399657E 0 32399657E 0 32399657E 0 323996575 0 32399657E 0 323996575 0 323996575 0 323996575 0 323996575 0 32399657,1 0 323996575 0 323996575 0 32399657,1 0 323996575 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 323996575 0 32399657E 0 32399657E 0 32399657E 0 323996575 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 32399657E 0 323996575 0 32399657E 0 32399657E 0 32399657E 0 323996575 0 323996575 0 32399657E 0 32399657E 0 32399657,1 0 323996575 0 323996575 0 Agenda Item No. 10C October 27, 2009 Multiple Parcel Owners Page 224 of 330 1405 42973160006 TIITF /ST OF FIL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 1406 42974040002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAS FL 32399 323996575 0 1407 42973120004 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657: 0 1408 42974080004 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHAE FL 32399 323996575 0 1409 42973080005 TIITF,'ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996575 0 1410 42974120003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657`. 0 1411 42973200005 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1412 42978200000 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1413 42977080001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1414 42977160002 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 0 1415 42977120000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1416 42977040009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 1417 42976520009 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1418 42976600000 TIITFST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 323996575 0 0 1419 42976560001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1420 42976480000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1421 42974240006 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1422 42973040003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1423 42971080007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 323996575 0 1424 42971040005 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1425 42971000003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1426 42971120006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1427 42974320007 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1428 42972960003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1429 42974280008 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP ETALLAHAE FL 32399 323996575 0 1430 42973000001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1431 42974200004 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1432 42972920001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996571 0 1433 42974360009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1434 42972800008 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 323996575 0 1435 42974400008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 D 1436 42972840000 TIITF /ST OF FL % FL DEPT OF NTRL RESR( STATE LANDS MAIL STA- TALLAHA: FL 32399 323996575 0 1437 42974440000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657° 0 1438 42972760009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1439 42972880002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657.1 0 1440 42978120009 TIITF /ST OF FL °,6 DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1441 42977200001 TIITFST OF FL 0, DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1442 42976440008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1443 42976320005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1447 42972720007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1448 42971160008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996575 0 1449 42970480006 TIITF /ST OF FL %; DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1450 42970440004 TIITF /ST OF FL 1, DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1451 42974520001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 D 1452 42972680008 TIITFST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1453 42974480002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1454 42972640006 TIITF /ST OF FL °,6 DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1455 42974560003 TIITFST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 323996575 0 1456 42974640004 TIITFST OF FL % DNR DOUGLAS BLDG 3905 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1457 42972520003 TIITF, /ST OF FL DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1458 42974720005 TIITFST OF FL 96 DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1459 42974760007 TIITF,'ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 323996575 0 1460 42972560005 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 323996575 0 1461 42974680006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1462 42972600004 TIITFST OF FL °,, DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1463 42978080000 TIITFST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 323996575 0 1464 42977240003 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1465 42976240004 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1466 42976160003 TIITF /ST OF FL DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1467 42976280006 TIITF /ST OF FL °o DNR DOUGLAS BLDG 39DO COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1468 42976200002 TIITF /ST OF FL °;a DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996575 0 1470 42977960008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1471 42977840005 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 323996575 0 1472 42977360006 TIITF,'ST OF FL °£ DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996575 0 1473 42977320004 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1474 42977280005 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 323996575 0 1475 42976120001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1476 42976080002 TIITFST OF FL °,b DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1477 42975080003 TIITF /ST OF FL °.o DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1478 42975120002 TIITFST OF FL % DNR DOUGLAS BI -DG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1479 42977760004 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1480 42977440007 TIITFST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP CTALLAHAE FL 32399 323996575 0 1482 42977520008 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1483 42977480009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1484 42975920008 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1485 42977640001 TIITF /ST OF FL % DNR DOUGLAS BLDG 390D COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1486 42977560000 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1487 42977600009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1488 42975840007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1489 44086680002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996575 0 1490 44086480008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 D 1491 440864400D6 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA`. FL 32399 323996575 0 1492 44086520007 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996575 0 1493 44086560009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1494 44086720001 TIITF,'ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996575 0 Multiple Parcel Owners Agenda Item No. 10C October 27, 2009 Page 225 of 330 1495 44086360005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657'. 0 1496 44086400004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657' 0 1497 44084920007 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657: 0 1498 44086800002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1499 44086320003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1500 44086200000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1501 44086240002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1502 44086260004 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657; 0 1503 44085040009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657: 0 1504 748000003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657: 0 1505 747360003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657° 0 1506 44086160001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1507 44086080000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1508 44086120009 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657' 0 1509 44086040008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657'' 0 1510 44085200001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1511 44085240003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1512 746800001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1513 747320001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1514 747040006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1515 748080007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1517 747280002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1518 747880208 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA FL 32399 32399657E 0 1519 44081240007 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657E 0 1520 44083240005 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1521 44081200005 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1522 44081120004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1523 44081160006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1524 44080040004 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1525 44550480000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1571 42970200008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1572 42970160009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1573 42970080008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1574 42970040006 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 32399657E 0 1575 44080400000 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1576 44080440002 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1577 44080560005 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1578 44080600004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1579 44080480004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1580 44080280000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1581 44080680008 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 32399657E 0 1582 44080640006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1583 44080720007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1584 44080240008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1588 44080200006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1591 42970120007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1592 42972400000 TIITF /ST OF FIL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1593 42971200007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1594 42971240009 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1595 42971280001 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1596 42970360003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1597 42970400002 TIITF /ST OF FL % DNR DOUGLAS BLDG 390D COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1598 42970410005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 32399657E 0 1599 42974800006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1600 42972440002 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657E 0 1601 42974880000 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657E 0 1602 42972480004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1603 42974920009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1604 42972360001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1605 42974960001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1606 42972320009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1607 42975000009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1608 42972200006 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA; FL 32399 32399657E 0 1609 42971360002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1610 42971320000 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1611 42970280002 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657E 0 1612 42970290005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1613 42970240000 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1614 42972160007 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1615 42975040001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 32399657E 0 1616 42972280000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA° FL 32399 32399657E 0 1617 42972240008 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1618 42972120005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1619 42972040004 TIITFIST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP C TALLAHA: FL 32399 32399657E 0 1620 42972080006 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1621 42972000002 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1622 42971880003 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1623 42971480005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1624 42971440003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1625 42971520004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1626 42971400001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 32399657E 0 1627 42971960004 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 1628 42971920002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657: 0 1629 42971840001 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 0 1630 42971800009 TIITFIST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 32399657E 0 Agenda Item No. 10C October 27, 2009 Multiple Parcel Owners Page 226 of 330 1631 42971760000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657E 1632 42971560006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996571 0 1633 42971600005 TIITF /ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP E TALLAHAE FL 32399 323996571 0 1634 42971640007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996571 0 0 1635 42971720008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996571 0 1636 42971680009 TIITFIST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA`. FL 32399 323996571 0 1637 44082000000 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 0 1638 44081840009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA.' FL 32399 323996571 0 1639 44081920000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1640 44081880001 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA; FL 32399 323996571 0 1641 44080360001 TIITFST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 0 1642 44081960002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 0 1643 44082040002 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1644 44082080004 TIITF /ST OF FL DEPT OF A&FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA.' FL 32399 323996571 0 1646 44081800007 TIITFlST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1647 44080520003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 0 1648 44082120003 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1649 44082200004 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996571 0 1650 44082240006 TIITF /ST OF FL DEPT OF AG /FORESTRY GOLDEN GATE ST F % DEP DC TALLAHA: FL 32399 323996571 0 1651 44082360009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 0 1652 44082280008 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1653 44082320007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1654 44082400008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 0 1655 44081760008 TIITF, /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA°. FL 32399 323996571 0 1656 44082440000 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA' FL 32399 323996571 0 1657 44082480002 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1658 44082520001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1659 44081720006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 0 1660 44081680007 TIITF /ST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1661 44081640005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996571 0 1662 42970560007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 0 1663 42970520005 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA'. FL 32399 323996571 0 1664 747160009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 , 32399657E 0 1665 747120007 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1666 747000004 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 0 1667 751280001 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996571 0 1668 42976000008 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996571 0 1669 42976040000 TIITF,!ST OF FL DEPT OF AG- FORESTRY GOLDEN GATE ST F C/O DEP E TALLAHAE FL 32399 323996571 0 1670 42975200003 TIITF,/ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1671 42975160004 TIITF /ST OF FL °,6 DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996575 0 1672 42975240005 TIITF /ST OF FL ° -o DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 0 1673 42975880009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996571 0 1674 42975960000 TIITFiST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 0 1675 42975360008 TIITF, /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996571 0 1677 42975320006 TIITFST OF FL °/. DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1678 42975400007 TIITF,'ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 0 1679 42975480001 TIITFST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA: FL 32399 323996571 0 1680 42975440009 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 323996571 0 1681 42975760006 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA; FL 32399 323996571 0 1682 42975800005 TIITF /ST OF FL % DNR DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHAE FL 32399 32399657.1 0 1683 42975640003 TIITFST OF FL % DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD TALLAHA`. FL 32399 323996571 0 1684 42975560002 TIITF,'ST OF FL % DNR DOUG! 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U- Li NLL 17 =z ¢z �cn wtn OF F- �� ii atILLLL C7LD W n �I(n I I I i I I I ' I I I ' i I I -_ r 1 N N M N )D N fb ti Agenda Item No. 10C October 27, 2009 Page 264 of 330 Benfield Area Community Meeting September 10, 2008 '-•J_ sE ,� :WVtLr50N BOUIEVARDextondon BENFIEID ROADcorridoI Agenda Item No. 10C October 27, 2009 Page 265 of 330 G0r County WILSON BOULEVARD EXTENSION BENFIELD ROAD CORRIDOR STUDY Summary of Benfield Road Area Community Meeting Comments September 10, 2008 (Comment data as of 3.3.2009) Collier County held a Benfield Road Area Community Meeting to assist with the Wilson Boulevard Extension/Benfield Road Corridor Study on the following date: Wednesday, September 10, 2008 - Lely Elementary School in Naples. Local residents were notified of this meeting in advance by the following ways (refer to Appendix A for actual meeting notice): • 66 notices of meeting mailed via USPS standard mail. • 115 notices hand delivered to Club Naples RV Resort. • 113 notices hand delivered to Panther's Walk RV Resort. The purpose of this Community Meeting was to review the proposed alignments /alternatives regarding the potential new north -south roadway located east of Collier Boulevard (CR 951), particularly to those affecting Benfield Road. All attendees were provided a comment sheet to complete that addressed three special topics of interest, which are (refer to Appendix B): • Comments /concerns with proposed alignments. • Comments /concerns with access on proposed roadway or adjacent property. • Other roadway or general. comments. Ms. Claudine Auclair, Collier County Project Manager, conducted the meeting, with assistance from other Collier County staff. A total of 41 people attended the meeting, according to the sign -in sheets. Additionally, a total of 12 comment sheets were completed at the meeting, and five emails and two telephone calls regarding the meeting discussion were received by the County to date. A summary of all written comments is presented below (Comment Sheets and emails are available at the Transportation Planning Department office and will not be posted to the project Web site). Document in Transportation Planning\Final Report\Apendices Interim Data 0809 Final\Appendix 5.docPage 1 of 7 Agenda Item No. 10C October 27, 2009 County 266 of 330 •:WILSON BOULEVA RDeaens;on �' y ! Co my ': BENFIELD ROADro..;ao. Sz�u�yr Summary of Comments September 10, 2008 — LELY ELEMENTARY SCHOOL, NAPLES Written Comments (Comment Sheets and emails are available at the Transportation Planning Department office and will not be posted to the project Web site) Comments /concerns with proposed alignments AGREE • OK with front or back of Benfield Road. • We own 2 lots in this proposed alignment and see no problems with it. • Support the growth plan east of 951 — particularly the S3A6 and favor extension all the way to US 41. OPPOSED • Benfield Road alignment prevents me from state reserve area and my business, M &H Stables, along with all boarders who reside there (approximately 100 horses housed). Additionally, I could be in danger of losing my home. • Waste of Money! • Oppose any road with a terminal affect on so many already threatened species (Bald Eagle, Fl Panther, red cockaded woodpecker, Gopher tortoise, Black Heron, Fox squirrel and so many others). If an alternate road must be built, infringe on the golf course, not the animals or park. (2 comments received) • Oppose Benfield Road extension — use Miller Road. • Q: Only one option provided that ran right next to VeronaWalk property — why build next to a developed property? East is owned by Toll Brothers or Toll Rattlesnake- • Concerned VeronaWalk will be sandwiched between 2 major roads and noise may be unbearable. If built, we want a wall to act as sound and sight barrier. • Q: I own 25 acres on Newman Dr. and the yellow draft option goes right down my west border. Since this major road will impact my property, consider the following: Can NERPA and conservation easements be lifted from these properties that are impacted so the land we have left can be subdivided and developed as a way of compensating us for what we are losing? If the road goes down Stable Way, an underpass to access Belle Mead horse trails is necessary and can you consider all the land west should be zoned either commercial or for increased density such as 1 RDU per 1 '/ acres? IDEA GENERATION or SUGGESTION Place at least one mile from back of VeronaWalk development. (2 comments received) Miller project is the best fit extension from 951 to Beck to Miller. (4 comments received) Prefer no build but, if inevitable, best alignment scenario is S3A5 due to least impact on the equine community. Document in Transportation PlanningTinal ReportlApendices Interim Data 0809 FinaMppendix 5.docPage 2 of 7 :�WILr50N BOULEVARO.xtens:on '+ BENFIELD ROA D—Idor Agenda Item No. 10C October 27, 2009 Page 267 of 330 Coy County Comments /concerns with access on proposed roadway or adjacent property AGREE • OK with yellow or red alignment — we own lots on the east side of Benfield Road and both front the road. OPPOSED • Must have buffer zone — too close to VeronaWalk development (road noise). • Will impact countless protected animals that live in this area. The Benfield Road access borders up against Picayune (home of the Florida panther, American Bald Eagle, whitetail deer, and countless small animals) and will run them out of their domain by heavy traffic. (2 comments received) • Using Sabal Palm Road as an access from collier Blvd. will increase traffic and noise — boxed in with views of cars and noise. IDEA GENERATION or SUGGESTION • Want S3A6 proposed 4 -lane going N/S on east side of Benfield Road (part of Toll Plaza RV). (8 comments received) • The money spent on this project could be put towards a smarter plan. • To alleviate traffic from 951, change to 6 lanes not 4; use Miller to 41. • Support Everglades Miller extension. • Can I tie into it from my back yard — Beck Blvd. now is private and needs resurfaced. • Miller Road best fit — already built and no problems with it and we'll save a lot of money while helping with traffic congestion in Golden Gate, Ave Maria and others. Other roadway or general comments AGREE • None OPPOSED • Do not understand how SR 951 expansion is being built — goes from 3 to 2 to 3 to 2 lanes with no apparent logic. Seems like a waste of taxpayers money. IDEA GENERATION or SUGGESTION • Suggest everyone use the Miller Boulevard area, not Benfield Road access. • Vote YES to EVERGLADE MILLER project. Document in Transportation PlanningTinal Report\Apendices Interim Data 0809 FinahAppendix 5.docPage 3 of 7 Agenda Item No. 10C October 27, 2009 a Page 268 of 330 esON BOULEVARDexeQnston Co 6T County BENFIELD ROADco..idor S�dy NEXT STEPS It is the intent of the County and Consultant team to review these comments, and where necessary, incorporate those comments and alignment suggestions into the technical analysis, refinement of alternatives and evaluation process. Three alternatives, plus a No -Build Alternative, will be developed and presented at the next Public Workshop to be held in February 2009. An evaluation, or ranking, matrix will be created to analyze the alternatives, which is based upon the standard FDOT matrix and the one developed for the Vanderbilt Beach Road Corridor Study. Evaluation criteria include measures such as residential and business relocations and impacts, environmental impacts, travel demand, right -of -way, Panther habitat impacts, mitigation acreage and costs, among others. Public comments /concerns will also be considered during the evaluation when determining whether to advance or dismiss specific alignments /alternatives. Once the evaluation is complete, the County will recommend a preferred alternative. During the final workshop in February, comments will be taken and reviewed again before a final alternative is recommended to the Board of County Commissioners at a Public Hearing in April 2009. Document in Transportation Planning \Final Report\Apendices Interim Data 0809 Final\Appendix 5.docPage 4 of 7 ' r :rW L�SON BOULEVARD<Htrmmcion '� BENFIELD R4ADwrridor 091 1 _ I 4 Agenda Item No. 10C October 27, 2009 Page 269 of 330 Co v County Document in Transportation Planning\Final Report\Apendices Interim Data 0809 Final\Appendix 5.docPage 5 of 7 Agenda Item No. 10C October 27, 2009 Page 270 of 330 %�YYILB ORD-t—.. Co e'p SEN County Appendix A Public notices for the September 10, 2008 Benfield Road Area Community Meeting to assist with the Wilson Boulevard Extension/Benfield Road Corridor Study: • 66 mailing notices of Meeting via USPS standard mail Final — lette r_to_Benfi eld_aea_owners. doc �. Wilson Blvd_Ext -Ben field_Rd_Corridor_Stt • 115 copies hand delivered notice of meeting to Club Naples RV Resort • 113 copies hand delivered notice of meeting to Panther's Walk RV Resort Final _Merged—Letter _Benfield_area_owne Document in Transportation Planning\Final Report�Apendices Interim Data 0809 Finallkppendix 5.docPage 6of7 COLLIER COUNTY GOVERNMENT TRANSPORTATION PLANNING DEPARTMENT TRANSPORTATION SERVICES DIVISION August 15, 2008 TO WHOM IT MAY CONCERN: Agenda Item No. 10C October 27, 2009 Page 271 of 330 2885 SOUTH HORSESHOE DRIVE NAPLES, FL 34104 (239) 252 -8192 FAX: (239) 252 -5839 Subject: Wilson Boulevard Extension /Benfield Road Corridor Study Benfield Road Area - Community Meeting Dear Sir/Madam: Collier County is currently performing a corridor study on the potential development of a new proposed north -south roadway facility east of Collier Boulevard (CR 951). We would like to invite you to attend a very important community meeting to review the potential alignments currently under study by the county. During this meeting, we would like to gather your comments or concerns with regard to this future proposed roadway. Transportation Planning staff will be on hand to answer any questions you may have with regard to this project. The meeting will take place on Wednesday, September 10, 2008 at the following location: LELY ELEMENTARY SCHOOL 8125 Lely Cultural Parkway Naples, FL 34113 Meeting time: 6:00pm until 7:30pm PLEASE NOTE WE WILL NOT HAVE ACCESS TO THE SITE UNTIL MEETING TIME The stud area limits are approximately 20 miles in length and include Collier Boulevard (CR 951) to the west, 18 Street S.E./Miller Boulevard to the east, Golden Gate Boulevard to the north and US 41 to the south. (See draft proposed alignments map on back). The primary purpose of the study is to determine the existing and future transportation demands within this corridor and develop an alternative alignment, or possibly more than one, that are consistent with the county's Growth Management and Long Range Transportation Plans. A new north -south roadway will also serve the evacuation needs of residents and significantly enhance overall safety, emergency access and traffic circulation. If you have any questions or require additional information, please do not hesitate to call me at 239.252- 5887 (direct line) or e-mail me at ClaudineAuclair�acollier>ot v.net. Sincerely, Ms. Claudine Auclair Project Manager w BLVD Ln7Ycr Cnunfy � aWYc�"'f y 's W J i Y 2 D 1. s N 396920001 BRIER, JAMES L " AIRPORT RD S STE A106 'LES, FL 34112 -4870 413440008 BELLE MEADE RANCH M LLC BELLE MEADE RANCH P LLC C/O LYONS & LYONS 27911 CROWN LAKE BLVD STE 201 BONITA SPRINGS, FL 34135 -4218 Agenda Item No. 10C October 27, 2009 37012400001 Page 273 of 330 BENFIELD, KEITH & ELIZABETH A 76113TH ST SW NAPLES, FL 34117 -2194 45969320006 397240007 398440000 398440000 BENFIELD, MICHAEL & SUZANNE TR, CLYDE E R BENFIELD, STEVEN R & JACKIE 2251 17TH ST SW HILDA W BENFIELD RHILDA W 4590 BENFIELD RD NAPLES, FL 34117 -4705 BENFIELD LIVING TRUST NAPLES, FL 34114 -1217 2735 70TH ST SW 412480001 NAPLES, FL 34105 -7219 396560005 398760502 396400000 411360009 BENFIELD, TODD A BJD PROPERTY LP BONNESS III ET AL TRS, JOS D 4610 BENFIELD RD 5258 WINCHESTER LN WILLOW RUN LAND TRUST IL OW RUN LA NAPLES, FL 34114- 1219 OGDEN, UT 84403 -4329 A NAPLES, FL 34109 -1926 398000000 BULLARD TR, ROBERT ROBERT BULLARD TRUST 5795 CHARLESTON BAY DR CUMMING, GA 30041 -9283 411920009 CRISP, DANIEL R 6200 DOGWOOD WAY NAPLES, FL 34116 -4810 .,00000 EDWARDS TR EST, GARY R SECTION 12 -A TRUSTUTD 8/4/97 4000 HOLLYWOOD BLVD. 9455 S HOLLYWOOD, FL 33021 -6785 32720000361 FOREST GLEN GOLF & CC MASTER ASSN INC 3855 FOREST GLEN BLVD NAPLES, FL 34114 -2516 396320009 CLUB NAPLES RV RESORT LLC c/o Ms. Marcie Bass MHC CLUB NAPLES LLC 3180 Beck Boulevard Naples, FL 34114 411960001 DANIS, THOMAS J =& MOLLIE E 843 BARCARMIL WAY NAPLES, FL 34110 -0901 411880000 EVERGLADES RANCH LLC 2740 NEWMAN DR NAPLES, FL 34114 -0000 397560004 FOX, KENNETH J =& SHIRLEY A 8946 LELY ISLAND CIR NAPLES, FL 34113 -2612 413800004 CONDELLO TR, VIRGINIA VERA I CONDELLO TRUST 150 13TH AVE S NAPLES, FL 34102 -7209 396240008 DUQUET, ALLEN R PO BOX 2166 MARCO ISLAND, FL 34146 -2166 412960000 EVERGLADES RANCH LLC 13011 COCO PLUM LN NAPLES, FL 34119 -8531 413880406 GUTIERREZ, LINDA STOLMAN ERIC GUTIERREZ 3170 NEWMAN DR NAPLES, FL 34114 -1204 396720007 397280009 398480002 HARRISON, SAMUEL D =& FAWN L HERMAN, FRANCES W HILBERG, ROY D 4211 CINDY AVE FRANCIS W HERMAN TRUST UTD 4570 BENFIELD RD NAPLES, FL 34112 -6754 04/17/90 2825 70TH ST SW NAPLES, FL 34114 -1211 NAPLES, FL 34105 -7217 412480001 396960003 396560005 HOLLAND, JOYCE HOOLIHAN, DAN & DAWN HURLEY, JAMES 5450 STABAL WAY 5050 BENFIELD RD 20950 IMMOKALEE RD NAPLES, FL 34114 NAPLES, FL 34114 -1223 NAPLES, FL 34120 -2451 39 520002 398320007 '"Z"" JONES 413840006 , BEN F 1 3, HEIDI JOKE TROY JONES KAMARCHIK, MARTIN & JANNA 6. _ 12TH AVE SW 430 SAN JUAN 2940 NEWMAN DR NAPLES, FL 34116- 4808 NAPLES, FL 34113- 0000 NAPLES, FL 34114 -1225 397000001 KIMMELL ET UX, CHARLES P 1535 OLD BUTLER RD NEW CASTLE, PA 16101 -3133 396840000 LE BUFF ET UX, LAURENCE D PO BOX 1532 NAPLES, FL 34106 -1532 413280006 LEWIS, ROBERT =& KELLY 8149 SANCTUARY DR # 1 NAPLES, FL 34104 396880002 MADERAL- COZAD, ANA 1250 MESSINA AVE CORAL GABLES, FL 33134 -2377 398720005 MASSEY I1, DANIEL R DANIEL R MASSEY 1204 12TH AVE N NAPLES, FL 34102 -5236 397440001 OLIVERAS, OMAR F 2848 10TH AVE SE NAPLES, FL 34117 -4648 412600001 PLUMLEY, NURY R 2200 SACRAMENTO ST APT 108 SAN FRANCISCO, CA 94115 -0000 398080004 REARDON, PATRICIA A JEREMIAH REARDON 391 TORREY PINES PT NAPLES, FL 34113 -7543 398360009 SANTE, ANDREA JACK COOK 23950 SW 129TH AVE 398680006 KURTH, JIM LEE FAYE KURTH, PAUL KURTH 4895 LE BUFFS RD NAPLES, FL 34114 -1210 397800007 LEHER, ROBERT C & CAROL C 3981 S DAHLIA ST ENGLEWOOD, CO 80113 -5121 397080005 LOPEZ, JULIO C & GEORGINA M 8300 SW 64TH ST MIAMI, FL 33143 -2530 396680008 MALLORY, CINDY LOU 5295 BENFIELD RD NAPLES, FL 34114 -1224 396440002 MAUDSLEY, KELLY 8428 CARGILL PT WEST PALM BEACH, FL Agenda Item No. 10C October 27, 2009 397360000 Page 274 of 330 LASHLEY JR, J B & DEBORAH D 4511 LE BUFFS RD NAPLES, FL 34114 -0000 396640006 LEVANGIE, THOMAS 3730 RECREATION LN NAPLES, FL 34116 -7328 397400009 MACDONALD TR, CATHLEEN S CATHLEEN S MACDONALD R/L TRUSTUTD 12/17,02 175 2ND ST NAPLES, FL 34113- 8550 398520001 MALLORY, MARK CHARLES 5731 GOLDEN GATE PKWY NAPLES, FL 34116-7460 413160003 MORRELL, RICHARD W & JERILYN M 2920 NEWMAN DR 33411 -5514 NAPLES, FL 34114 -1225 396480004 PARK, KEUNYOUNG KEUNSOOK CHOILILLY S LEE 3892 FOREST GLEN BLVD APT 201 NAPLES, FL 34114 -3578 413880008 RAMIREZ, JOSE D 9815 NW 27TH TER DORAL, FL 33172 -1313 413880150 ROBERTS, MARY GENEVA 5465 STABLE WAY NAPLES, FL 34114 -1208 396360001 SHIRWIN INC PO BOX 771059 NAPLES, FL 34107 -1059 396280000 PEYKAR, EZAT O =& SORAYA 49 RED BROOK RD GREAT NECK, NY 11024 -1437 398040002 REARDON, PATRICIA JEREMIAH REARDON 7851 SE 131 STAVE MORRISTON, FL 32668 -5071 397880001 RUSSELL, NOELLA O 6228 SHADOWOOD CIR NAPLES, FL 34112 -1906 412320006 STOLMAN TR, MURIEL D JACK M STOLMAN FAMILY TRUSTUTD 03/28/94 3170 NEWMAN DR NAPLES, FL 34114 -1204 412560002 396600004 396120005 TOLL - RATTLESNAKE LLC TROOST, RAYMOND L U S HOME CORP 28341 S TAMIAMI TRL STE 4 15342 RENSHAW DR 10491 BEN C PRT / 6 ML CYPRS PKWY BONITA SPRINGS, FL 34134 -3225 CLINTON TOWNSHIP, MI 48038 -2654 FORT MYERS, FL 33966 -6406 Agenda Item No. 10C October 27, 2009 Page 275 of 330 397320008 397040003 VACHON, DENNIS J =& DOREEN WALDECK, TODD =& MONIQUE 4350 GAIL BLVD 5180 BENFIELD RD NAPLES, FL 34104 -4057 NAPLES, FL 34114 -1223 R. e'�j� , %:,WILS0N BOULEVARD ---ion BENFIELD ROAD-6do, Sz`udy Aedees ore distibW h 611oWom Bekld Road Area CouWeeig 1. CocjShetad DrafAlip g- sided) Benfield_Road_Com mu n ity_I of o rma t ion_I Agenda Item No. 10C October 27, 2009 Page 276 of 330 Co r poi inty Appendix B Wilson_Blvd_Ext -Ben f ield_Rd_Corridor_sti t8hetath rej�talorkbe 6r h Doc unhffrasportiod ' laigial Repor Apedices lerirDah 0809 FialAppedbS.docPag 7of7 Agenda Item No. 10C Benfield Road Area Community Information Meeting October 27, 2009 To assist with the Wilson Boulevard Extension / Benfield Road Corridor Study Page 277 of 330 Wednesday, Sept. 10, 2008 COMMENT SHEET Name: (PLEASE PRINT) Address: (City) (State) (Zip Code) E -mail: Please provide your comments below. We are especially interested in the areas listed below, as well as any others areas that are important to this project. Thank you in advance for your comments, as they are valuable to our study process. ** PLEASE RETURN WITHIN 14 DAYS ** What are your comments /concerns with the proposed alignments you have seen? (Draft Alignments on back) Do you have any comments /concerns with regard to access to the proposed roadway or adjacent property? Other roadway or general comments? Please place this comment sheet in the tray at the Comments Table or give to a Project Team member. You can also: • E -mail your comments to claudineauclair r colliereov.net Or mail to: Collier County Transportation Services Division Attn: Claudine Auclair, Project Manager 2885 Horseshoe Drive South Naples, FL 34104 _zz . . . . .. + : -Ay7-1 . x � BL \ 1 W . m 6 & Boundary \ S ,s _a Agenda Item No. 10C October 27, 2009 Page 279 of 330 VeronaWalk Community Meeting December 3, 2008 Agenda Item No. 10C October 27, 2009 Page 280 of 330 %rWfL�SON BOULEVAD— idnslon V I County BENFIELO RD.. ..�ao. WILSON BOULEVARD EXTENSION BENFIELD ROAD CORRIDOR STUDY Summary of VeronaWalk Community Meeting Comments December 3, 2008 (Comment data as of 1.8.2009) Collier County held a VeronaWalk Community Information Meeting to assist with the Wilson Boulevard Extension/Benfield Road Corridor Study on the following date: Wednesday, December 3, 2008 — 6 — 7:30 p.m. VeronaWalk Community Ballroom in Naples. Local residents were notified of this meeting in advance by the following ways (refer to Appendix A for actual meeting notices): Notices were hand delivered to the VeronaWalk Community for placement in the clubhouse location. A meeting notice /announcement ad was placed in their November 2008 "Viva Verona" newsletter; notices were also inserted into community newsletters. Posters were prepared by VeronaWalk Community and posted in the clubhouse and other facilities to inform the residents of the meeting. The purpose of this Community Meeting was to review the proposed alignments /alternatives regarding the potential new north -south roadway located east of Collier Boulevard (CR 951). All attendees were provided a project comment sheet and a study map that identified the three proposed alternatives. Additionally, the county staff presented a PowerPoint presentation that gave a high level overview of the Corridor study. The attendees were encouraged to complete the comment sheet that addressed three special topics of interest, which are (refer to Appendix B): Comments /concerns with proposed alignments. Comments /concerns with access on proposed roadway or adjacent property. Other roadway or general comments. Ms. Claudine Auclair, Collier County Principal Planner, conducted the meeting, with assistance from other Collier County staff. A total of 34 people attended the meeting, according to the sign -in sheets. Additionally, ten comment sheets were completed and three emails regarding the meeting discussion were received by the County to date. A summary of all written comments is presented below (Comment Sheets and emails are available at the Transportation Planning Department office and will not be posted to the project Web site). Document in Transportation PlanninglFinal ReportlApendices Interim Data 0809 FinallAppendix 5.doc 1 of 7 %�LYfIA '0 tE0—VARDsKt� 1.. IE! ADMd- Summary of Comments Agenda Item No. 10C October 27, 2009 Page 281 of 330 Cor County DECEMBER 3, 2008 — VERONAWALK COMMUNITY BALLROOM, NAPLES Written Comments (Comment Sheets and emails are available at the Transportation Planning Department office and will not be posted to the proiect Web site): Comments /concerns with proposed alignments AGREE • Proposed #2 Miller Blvd. is much more `future' sighted with less impact to people and open preserve land. The growth is going east in the long -term. (4 comments received) OPPOSED • Not necessary and too close to our home and development. If you 6 lane Collier Boulevard and Rattlesnake Hammock, as well as create the extension of Collier and Santa Barbara, then that is enough. No need to use tax monies and destroy habitat for anything else. (2 comments received) • Building a road one mile from Collier Blvd is a waste of money and should not be considered — it will be a road from nowhere to nowhere. Waste of money. (2 comments received) • Resistance of County staff as to the type of use of Miller Blvd. • No road is acceptable that borders the Divosta property — '/z mile east would be palatable. • #3A & #313 - road too close to rear of VeronaWalk and infringing on wildlife. (3 comments received) • #1 roadway is too close to our community and too close to 951. No need for two major highways to be so close. IDEA GENERATION or SUGGESTION • If a major road impacts my property (25 acres on Newman Drive), then the sending area overlay, NERPA, and conservation easements should be lifted from properties that are impacted so that the land we have left can be sub - divided and developed as a way of compensating us for what we are losing. • If the road goes down Stable Way, we would need an underpass to access the Belle Mead horse trails, and then all the land west of the road should be zoned either commercial or for increased density such as 1 RDU per 1 '/ acres. • If there is to be so much increased housing development in the future south along US 41, the Miller Blvd/Everglades Blvd option (while also unacceptable) does seem to be a better idea for evacuation rather than bringing even more traffic up to the Collier Blvd area. (3 comments received) • Miller is acceptable straight down from Smith Road. Document in Transportation Planning \Final Report\Apendices Interim Data 0809 Final \Appendix 5.doc 3 of 7 Agenda Item No. 10C October 27, 2009 Page 282 of 330 %�YVILSON BOULEVA RDext —ion Co e_r County BENFlELD ROADc —iao. `'��`� • #3A & #3B go straight south at Lord's Way not jogging in and keep away from VeronaWalk's back yard. Document in Transportation Planning \Final Report\Apendices Interim Data 0809 Final\Appendix 5.doc 4 of 7 Agenda Item No. 10C October 27, 2009 Page 283 of 330 %`wWfC50N BOULEVARDrxton:fon Co er County BENEIELD ROADxo..teo. • Move #3A & B further east of VeronaWalk. • Logical location for future development of east Naples is off Tamiami Trail east or 41 east to #2 Miller Blvd. to 75. • Continue #3A plan until it passes VeronaWalk then jog SW to join original #3A route or extend straight down instead of the jog west. Comments /concerns with access on proposed roadway or adjacent property AGREE • None. OPPOSED • None. IDEA GENERATION or SUGGESTION • A vote approving any such roadway should be mandated by surrounding developments already planned or approved — not solely by political decisions for quick results. We don't have money to throw away so let's plan and accurately construct with confidence. Other roadway or general comments AGREE • None. OPPOSED • None. IDEA GENERATION or SUGGESTION • Communities near 951 use Davis to Livingston which runs direct to Bonita Springs. Davis should be widened from Collier Blvd. to permit this flow better. Document in Transportation Planning \Final Report\Apendices Interim Data 0809 Final\Appendix 5.doc 5 of 7 Agenda Item No. 10C October 27, 2009 Page 284 of 330 r % ICSON BOULEVA RDezte 4on C w �uty BENFIELD ROAD�orreeor `./(J * i4- L Sz`ud�r NEXT STEPS It is the intent of the County and Consultant team to review these comments, and where necessary, incorporate those comments and alignment suggestions into the technical analysis, refinement of alternatives and evaluation process. Three alternatives, plus a No -Build Alternative, will be developed and presented at the next Public Workshop to be held on February 12, 2009. An evaluation, or ranking, matrix will be created to analyze the alternatives, which is based upon the standard FDOT matrix and the one developed for the Vanderbilt Beach Road Corridor Study. Evaluation criteria include measures such as residential and business relocations and impacts, environmental impacts, travel demand, right -of -way, Panther habitat impacts, mitigation acreage and costs, among others. Public comments /concerns will also be considered during the evaluation when determining whether to advance or dismiss specific alignments /alternatives. Once the evaluation is complete, the County will recommend a preferred alternative. During the final workshop in February, comments will be taken and reviewed again before a final alternative is recommended to the Board of County Commissioners at a Public Hearing in April 2009. Document in Transportation Planning \Final Report\Apendices Interim Data 0809 FinahAppendix 5.doc 6of7 +�NlILt50N BOULEVARDeKtene�on •: BENFIELD ROAD<ooidor Appendix Agenda Item No. 10C October 27, 2009 Page 285 of 330 Cor County Document in Transportation Planning\Final Report\Apendices Interim Data 0809 Final\Appendix 5.doc 7of7 Agenda Item No. 10C October 27, 2009 " Page 286 of 330 •RWFLr50N BDULEVARD..t..i— Co er County BENF(ELD ROAD�o..+a.. Appendix A Public notices for the December 3, 2008 VeronaWalk Community Information Meeting to assist with the Wilson Boulevard Extension/Benfield Road Corridor Study: Notices hand delivered to residents in the community. l'' Final VeronaWalk Community Meeting N • Meeting notice /announcement ad placed in November 2008 "Viva Verona" newsletter. VivaVerona Nov08 Newsletter. pdf Document in Transportation Planning \Final Report\Apendices Interim Data 0809 Fina[\Appendix 5.doc 8 of 7 tn- 50 RD.KtensENFIE{ D ROAD —idor S�L�dy Appendix B Agenda Item No. 10C October 27, 2009 Page 287 of 330 Ca r County Attendees were distributed the following Comment Sheet and study map that identified the three proposed alternatives at the registration table for the VeronaWalk Community Information Meeting. Additionally, a PowerPoint was presented to this community. 1. Brief PowerPoint presentation Verona Walk meeting 12 3 2008 NG versio 2. Comment Sheet Verona Walk Community Informatk 3. Study map that identified the three proposed alternatives Map. doc Document in Transportation Planning \Final Report\Apendices Interim Data 0809 Final\Appendix 5.doc 9of7 Agenda Item No. 10C October 27, 2009 Page 288 of 330 -! COLLIER COUNTY GOVERNMENT TRANSPORTATION PLANNING DEPARTMENT 2885 SOUTH HORSESHOE DRIVE TRANSPORTATION SERVICES DIVISION NAPLES, FL 34104 (239) 252 -8192 FAX: (239) 252 -5839 Nov. 14, 2008 Subject: Wilson Boulevard Extension /Benfield Road Corridor Study VeronaWalk - Community Meeting Dear VeronaWalk Resident: Collier County is currently performing a corridor study on the potential development of a new proposed north -south roadway facility east of Collier Boulevard (CR 951). We would like to invite you to attend an important community meeting to review the potential alignments currently under study by the county. During this meeting, we will present to the residents of VeronaWalk an update of the study and the alignments under review. At the same time, we would like to gather your comments and/or concerns with regard to this future proposed roadway. Transportation Planning Department staff members will be on hand to answer any questions you may have with regard to this project. The meeting will take place on Wednesday. December 3. 2008 at the following location: VeronaWalk Ballroom 8020 Sorrento Lane, Suite 1 Naples Meeting time: 6 - 7:30 p.m. A FORMAL PRESENTATION WILL BEGIN AT 6 P.m. FOLLOWED BY A OUESTION AND ANSWER PERIOD. The study area limits are approximately 20 miles in length and include Collier Boulevard (CR 951) to the west, 18`' Street S.E. /Miller Boulevard to the east, Golden Gate Boulevard to the north and US 41 to the south. (See draft proposed alignments map on back). The primary purpose of the study is to detenmine the existing and future transportation demands within this corridor and develop an alternative alignment, or possibly more than one, that is /are consistent with the county's Growth Management and Long Range Transportation Plans. A new north -south roadway will also serve the evacuation needs of residents and significantly enhance overall safety, emergency access and traffic circulation. If you have any questions or require additional information, please do not hesitate to call me at 239.252 -5887 (direct line) or e -mail me at ClaudineAuclair icolliergov.net. Sincerely, Ms. Claudine Auclair Project Manager . sb. DiVOSTA• HOMES On Friday, September 19th, VeronaWalk held it's first Karaoke Dance and a great time was had by all who attended! Our very own resident, Joe Fusco, led the music filled evening which included residents singing solo, duets, trios and in groups too numerous to count. There is some wonderful talent here at VeronaWalk! Many residents enjoyed the evening by participating in the singing, dancing or supporting their friends using tambourines and maracas, or clapping! This was the first, but certainly not the last Karaoke night for VeronaWalk! "Turning Houses into Homes and Customers into Homeowners for Life. " Our dedicated lap pool users requested we post this again. Lap Pool General Use Guidelines Many owners have told me that they purchased in VeronaWalk because they wanted to use the Lap Pool for exercise on a routine basis. And that is exactly what the Lap Pool was designed for. As a pool for exercise, the emphasis is on health which is why smoking is prohibited at the Lap Pool. Those who smoke in our community are welcome to frequent the resort pool where smoking is permitted. Additionally, as this pool was designed for exercise, there are also age restrictions which mandate that children under the age of 12 must be accompanied by an adult. For those who want to play, hang out, cool off in the water, please take advantage of our resort pool because that's what it's there for. We encourage everyone who wants to swim laps to use the Lap Pool for that purpose. The Lap Pool is for swimming laps. Leisure and play swimming should always be conducted at the resort pool so that the Lap Pool is used exclusively for exercise. Compliance enhances harmony for everyone. Thank you. .Ll y, * 4. Von46uut Lynn A. Bordman VeronaWalk Town Manager Wilson Blvd. Project Community Meeting Collier County is currently performing a corridor study (Wilson Boulevard Extension/ Benfield Road Corridor Study) on the potential development of a new proposed north -south roadway facility east of Collier Boulevard (CR 951). We would like to invite you to attend a very important community meeting to review the potential alignments currently under study by the county. During this meeting, we would like to gather your comments or concerns with regard to this future proposed roadway. Transportation Planning Department staff members will be on hand to answer any questions you may have with regard to this project. The meeting will take place on Wednesday. December 3 2008 at the following location: VERONAWALK TOWN CENTER 8090 Sorrento Lane Naples, FL 34113 Meeting time: 6 p.m. until 7:30 p.m. 20 - VIVA VERONA ?,O% F',113ER 2000 Agenda Item No. 10C October 27, 2009 Resident Bar Code Purchase The following requirements and documentation will be needed to purchase a bar code: ($5.00 payable by check or cash) • VeronaWalk Owner, Valid Resident, Authorized Tenant ONLY. (Not for "Permanent" Guests) • Current Driver's License • Vehicle Registration • Vehicle description and license plate number New Car Purchase (provide one) • Temporary Registration Slip • Certificate of Title or application • Bill of Sale Rental Car • Lease Agreement Resident Bar Code Notification If you do not have a Valid Bar Code corresponding to home ownership, or valid residency, are not an authorized tenant with a current lease on file with Southwest Property Mgmt., or do not have a lease renewal on file with the Town Manager's Office, your bar code will be turned off. Lease application packets are available in the Town Center or by contacting Raquel Viera at Southwest Property Mgmt. at 261 -3440, ext. 12. Weeds in Drive /Walkway Pavers /Debris Under Eaves /Garage Article VII — Use Restrictions Section 8.2 (F) states, ".All weeds, rubbish, debris, or unsightly materials or objects of any kind shall be regularly removed from the Units, and shall not be allowed to accumulate thereon. All Units shall be kept in a clean and sanitary condition and no rubbish, refuse, or garbage shall be allowed to accumulate. N VERONAWALK COMMUNITY MEETING Wednesday, December 3, 2008 w. Agenda Item No. 10C October 27, 2009 Page 291 of 330 µ This study will evaluate the potential of a new north- south roadway located east of Collier Boulevard (CR 951). 0 The area being studied is approximately 20 miles in length, bordered by US 41 to the south, CR 951 to the west, 189' Street S.E. /Miller Boulevard to the East and Golden Gate Boulevard to the north. 1. Maximize public outreach efforts and ensure that communication efforts will be maintained throughout the study process 2. Determine the existing and future transportation needs, concerns and now best to address these needs and concerns *� wilson Bou evam i4xtension Benfield Road Corridor Study Project Location Map `a If Agenda Item No. 10C October 27, 2009 Page 291 of 330 µ This study will evaluate the potential of a new north- south roadway located east of Collier Boulevard (CR 951). 0 The area being studied is approximately 20 miles in length, bordered by US 41 to the south, CR 951 to the west, 189' Street S.E. /Miller Boulevard to the East and Golden Gate Boulevard to the north. 1. Maximize public outreach efforts and ensure that communication efforts will be maintained throughout the study process 2. Determine the existing and future transportation needs, concerns and now best to address these needs and concerns PROIFCTials- ��ndcives;. , 3. Describe natural, physical, environmental, social, economic and other constraints within the study area that could have negative effects on any proposed roadway alignments. 4. Develop and recommend alternative alignments that are consistent with the County's Growth Management and Long Range Transportation Plan. PROJECMaa6 and Bbjec fives * . 5. Provide environmental, biological and historical information to serve as input for future county activities. 6. Promote safe traffic and bicycle and pedestrian movements. Agenda Item No. 10C October 27, 2009 Page 292 of 330 # F <' PROJECT-1 urpose aril treed The purpose of the study is to determine how we can improve traffic congestion in the study area by developing a series of alternative routes that will accommodate transportation needs. A new north -south roadway will also provide the following: 20 0 LRTP update;° adopted 1/12/2006 -- a � # F <' PROJECT-1 urpose aril treed The purpose of the study is to determine how we can improve traffic congestion in the study area by developing a series of alternative routes that will accommodate transportation needs. A new north -south roadway will also provide the following: a PROJ6b- Purpose eedWX �I. S- erve the evacuation needs of western Collier County residents and significantly enhance overall safety, emergency access and traffic circulation. 2. Provide a travel option that may alleviate traffic congestion on Collier Boulevard (CR 951) and Everglades Boulevard, two parallel facilities. Options NO BUILD — What happens? Intersection failures along CR 951 (Collier Boulevard) at Davis Boulevard; Rattlesnake ,Hammock and US 41 May require 8- laning Collier Boulevard which is 'inconsistent with Growth Management Plan " Grade Separated overpass may be necessary at Rattlesnake Hammock Road ,. �"1M■I� Agenda Item No. 10C October 27, 2009 Page 293 of 330 =,` Will B u�tevaM Extension Benfield Road Corndot ° -! Final Study Alternatives i AF opro Option 2 — Miller Boulevard Miller Boulevard would provide a north /south connection for hurricane evacuation Portions of Miller Boulevard south of 1 -75 currently exists; however, this facility would need,' to be upgraded to meet current design standards,., V m 'options? Option 3A and 36 — Benfield Road Both alternatives are very similar when analyzing the traffic volumes. Nevertheless, there are segments on CR951 that are still projected to operate below the expected Level of Service Standard. U.S. FISH AND WILDLIFE COMMENT 40taanalysis, of the study area indicates that fewer impacts to fish or wlldlife resources would result frwn a road Project located peart1 western boundary of the Study Area, al or near CR -951 The followine recommendations are Provided for determining a new roadway alignment within the study area, (1) The road corridor should be designed and sited to avoid Public conservation lands in the Study Area includine the Picayune Strand State Forest (2) the road right -of- way should be located within urbanized and disturbed lands to the .. extent Possible. -d(3) FDOT or cWher County sh0u d purchase funcf —I pa tit r habitat tt,. - consfensate for Impacts to erutting pandia, habdat. The eaYent , buoon, no but type and quality of the tepee and acquisition area should be dictated by the results of the US. Fish and Wildlife Services funafon.I panther habitat assessment methodology. Agenda Item No. 10C October 27, 2009 Page 294 of 330 1 5 U.S. FISH AND WILDLIFE COMMENT:", Data provided by the —inonmental screening tool indicate that public Corservabon lands are.Garden in the pill study— south of Interstate 75. These lands are located in no Picayune Strand Stale Forest ad . prevlde valuable habitat for fish and wildlge lnduding the endangered Florida pa nther I Puma cancolor 4 To minimize the Proiects impacts to the public conservation lands the roadway corridor should be located near the western boundary of the study area as close as possible to County Road 951. Moreover, the corridor should be shed'n urbanized and disturbed lands to the greatest eaten pnClcaba, Finally, the corridor should be designed to completely avoid public conservation within the P'rayune Strand State Feast and any other public conse rved- ands in the study area. �e�i .ear Our challenges` Funding: With the current status of the economy, we cannot determine when this project would be included in our Capital Improvement Plan However, should we adopt a preferred alignment - we can work with potential developers in creating private /public partnership ,moo Agenda Item No. 10C October 27, 2009 Page 295 of 330 Agenda Item No. 10C October 27, 2009 VERONAWALK Community Information Meeting Page 296 of 330 To assist with the Wilson Boulevard Extension / Benfield Road Corridor Study Wednesday, Dec. 3, 2008 COMMENT SHEET Name: (PLEASE PRINT) Address: (City) (State) (Zip Code) E -mail: Please provide your comments below. We are especially interested in the areas listed below, as well as any others areas that are important to this project. Thank you in advance for your comments, as they are valuable to our study process. What are your comments /concerns with the proposed alignments you have seen? (Draft on separate handout Do you have any comments /concerns with regard to access to the proposed roadway or acent Other roadway or general comments? Agenda Item No. 10C October 27, 2009 Page 297 of 330 ** PLEASE RETURN THE COMMENT SHEET WITHIN 14 DAYS ** You can either place this comment sheet in the tray at the Comments Table or leave it with the front office at the VeronaWalk Town Center Main Office prior to Dec. 19, 2008. You can also: • E -mail your comments to claudineauclair a.collier2ov.net Or mail to: Collier County Transportation Services Division Attn: Claudine Auclair, Project Manager 2885 Horseshoe Drive South Naples, FL 34104 Agenda Item No. 10C October 27, 2009 Wilson Boulevard Extension /Benfield Road Corridor Study 30 Project Location Map C J D J m z _ _ _ - GOLDEN GATE BLVD co z Q 0 m A GREEN BLVD. > - - W _ m GREEN BLV o 1. Q .951? J W GOL E W _ TE MY GATE N. - RA 10 RD I WHITE LAKE BLVD IVD DAVIS ;. c LL -° WIL W RUN y � c - LORD'S AY 1RATTLESNAKE JOHNS PI) HAMMOCK RD o o� SABA PALM RD > <X _. cn a. Cc z l ui ~ o 2 3:0 JLL D W uj EY 1 J _ J O r i JTiH i aureiy rr Legend t. L<- Study Area 1 Study Area 2 2 Study Area 3 �\ Miles ... ..7 .� p 3 .. .. p Agenda Item No. 10C October 27, 2009 Page 299 of 330 Public Workshop February 12, 2009 a. :sr ` — '; WICSON BOULEVARD extension Rs BENFIELD ROADc©rridor f Agenda Item No. 10C October 27, 2009 Page 300 of 330 C County WILSON BOULEVARD EXTENSION BENFIELD ROAD CORRIDOR STUDY Summary of Public Workshop Comments February 12, 2009 (comments as of March 16, 2009) Page 1 of 14 Table of Contents Agenda Item No. 10C October 27, 2009 Page 301 of 330 Tableof Contents ...................................................................... ..............................2 Introduction.............................................................................. ..............................3 Summaryof Comments ............................................................. ..............................4 What are your comments /concerns with the proposed alternatives or other issues ?........ 4 #1 NO- BUILD ..................................................................... ............................... 4 #2 MILLER BOULEVARD ....................................................... ............................... 4 #3A WILSON- BENFIELD ....................................................... ............................... 5 #3B WILSON- BENFIELD ....................................................... ............................... 5 Which alternative would you prefer? ......................................... ............................... 6 General comments / concerns .................................................... ............................... 7 NextSteps ................................................................................ .............................11 Appendix.................................................................................. .............................12 AppendixA ............................................................................ .............................13 AppendixB ............................................................................ .............................14 Page 2 of 14 Agenda Item No. IDC October 27, 2009 Page 302 of 330 +,�'` %�WtC50N BOULEVARDext.n :.on BENRELD ROAD.o. + +eo. Co 6.r C01414ty Sfudy,- Introduction Collier County held a second Public Information Workshop for the Wilson Boulevard Extension /Benfield Road Corridor Study on the following date: Thursday, February 12, 2009 Shepherd of the Glades Lutheran Church in Naples The local public was notified of the workshop in advance in the following ways (refer to Appendix A for details): • Mailing of Newsletter Issue No. 2 via USPS standard mail (mailed to Stakeholders) • Mailing of Postcard Announcement via USPS standard mail (mailed to property owners and stakeholders) • Newspaper advertisement in Naples News on February 1 and 8, 2009 • Media press release (plus reminder release) The purpose of the workshop was to present the three proposed alternatives for review which provided another opportunity for comments before the study is completed this spring. The area being studied is approximately 20 miles in length, bordered by US 41 to the south, CR 951 to the west, 18th Street S.E. /Miller Boulevard to the east and Golden Gate Boulevard to the north. As participants arrived, they were asked to sign in and provided a handout packet (refer to Appendix B for handouts). Citizens were encouraged to complete a comment sheet that addressed special topics of interest, which are: What are your comments /concerns with the proposed alternatives or other issues? o #1 NO -BUILD o #2 MILLER BOULEVARD o #3A WILSON - BENFIELD o #313 WILSON - BENFIELD Which alternative do you prefer? General comments /concerns. The format of the workshop provided citizens' an opportunity to learn about the project, how the study advanced three preferred advanced alternatives, understand the social, environmental and economic character of the area, ask questions and offer input to county staff and consultant team members. Maps, displays and other project information were available for viewing to provide participants a good understanding of the proposed alternatives and overall project. Ms. Claudine Auclair, Collier County Principal Planner, Mr. Bob Rutledge, Consultant Team Project Manager, other county staff and consultant team members were available throughout the workshop to assist participants with questions and concerns. A total of 117 people attended the workshop, according to the sign -in sheets. Additionally, a total of 79 comment sheets were completed at the meeting and /or received by mail or fax at the county along with 1 petition to reject #3A (81 signatures from the Panther's RV Resort located on Beck Boulevard), 17 emails, met with 1 citizen one -on -one, and 14 telephone calls received by the county. A summary of all written comments is presented below (Comment Sheets and emails are available at the Transportation Planning Department office and will not be posted to the project Web site). Page 3 of 14 Summary of Comments Agenda Item No. 10C October 27, 2009 Page 303 of 330 FEBRUARY 12, 2009 — SHEPHERD OF THE GLADES LUTHERAN CHURCH, NAPLES Written Comments (Comment Sheets and emails are available at the Transportation Planning Department office and will not be posted to the project Web site): What are your comments /concerns with the proposed alternatives or other issues? #1 NO -BUILD • This alternative is desired by the Division of Forestry. • We do need the roads. (4 comments received) • Would save most money. (2 comments received) • More financially prudent, less intrusive, no incremental environmental impact. (8 comments received) • This would cause considerable inconvenience to many and money could be used elsewhere. • There must be another ingress /egress route from eastern GG Estates - no question about it. • Then why the study? (2 comments received) • Good enough for now. (2 comments received) • Not a real option for long term. • White Blvd. is becoming very congested and is only ingress /egress to west. We need new west /south roadway. • This would not benefit me. • Least impactive of all the alternatives. • Strongly support No -Build south of I 75. #2 MILLER BOULEVARD • I support this alignment. (12 comments received) • Places road through a multi - million $ restoration project and has major impact on endangered species and an imperiled landscape. (2 comments received) • Best alternative about 10 miles east of Collier Blvd. - ease congestion on Collier Blvd. (2 comments received) • Would better serve the long -term needs as stated in the study goals - development of eastern Collier County. (3 comments received) • Acceptable, if you have to build. (3 comments) • Would like to see this alternative come to fruition. Have clients that would donate large quantities of right -of -way to help get it selected. Gains greater access for the agricultural industry. • Golden Gate to Everglades to Miller. • Not feasible south of I -75. • Not good, this is conservation and no one would use it anyway. Too much impact on Everglades and too far east. (4 comments received) • Put Miller through to 41 - save lives also Sable Palm access to hospital. • No, goes through Picayune Strand. • Can't believe you are pandering to Lipman developer interests and kills Everglades Blvd. residents - environmental nightmare. (4 comments received) Page 4 of 14 Agenda Item No. 10C October 27, 2009 #2 MILLER BOULEVARD - continued Page 304 of 330 • I like this one - I am a truck driver and it would be a lot easier and safer to just go on Everglades to I -75 then getting Everglades to Randall to Immokalee then I -75. Easier for work, shopping and emergencies. • Prefer Wilson to Everglades route. • Poor temporary fix at best - tortuous route, too long and too many turns resulting in poor traffic flow. • Good for emergency escape from Marco to Ave Maria town - better traffic conditions to go to work in town (currently takes me 50 minutes) and Golden Gate. (13 comments received) • I live off Miller and this would be faster to get in /out of the estates and for emergencies too. It takes me 30 minutes now from estates to 951 and if they open Miller, it would take me 7 minutes. • Impact bear and primary panther habitat - lead to increase in wildlife mortality on the roads. Mitigation requirements would be extremely cost prohibitive. Road would only serve the eastern reaches of Belle Meade and Golden Gate rather than relieve congestion on 951 while fragmenting significant areas of important habitat. • Opposes Alternative 2 north and south of I 75. #3A WILSON - BENFIELD • Potentially major impacts on endangered species in Belle Meade and will have negative impacts on critical habitat. (7 comments received) • This is the best route (S3A6). (9 comments received) • Would destroy my neighborhood and my retirement home. (4 comments received) • This would affect the park in every way - Panther's Walk RV Resort. (7 comments received) • Noise issue. (4 comments received) • Kills Benfield residents. • Potential for failure of both Collier and Benfield in area -wide disaster such as fire. • Too many environmental issues south of I -75. Should reconsider 15th Ave. to Green Blvd. corridor. • #3A takes up a good majority of our properties and puts a 4 -lane road against the back of our residence. • Petition received to reject Alternative Alignment #3A by residents from the Panther's Walk RV Resort at 3050 Beck Boulevard (corner of LeBuff Road in Naples). (81 signed petition) • More convenient to business areas and I 75. • This would ruin the RV Park (my winter home); I have many good memories with my late husband and plan to return here as long as I have my health. I have no other place to go in the winter. #3B WILSON - BENFIELD • Potentially major impacts on endangered species in Belle Meade and will have negative impacts on critical habitat. (4 comments received) • This would be my second choice - 3A5. (4 comments received) • Less disastrous than #3A. (7 comments received) • Workable but still have concerns about protected wildlife. • Noise issue. Page 5 of 14 Agenda Item No. 10C October 27, 2009 #3113 WILSON - BENFIELD - continued Page 305 of 330 • Not a great proposal either since all the construction equipment would use Beck Blvd. which is a narrow road and already busy. • G Gate Blvd. to Everglades then Benfield or Miller - no need to build bridge @ south end of Wilson. • Beyond the county's urban corridor. • Best for current residents of Benfield. • Minimal cost increase and least impact to homeowners on Benfield Road. • Not good, cuts too many off from the park with horses. • Potential for failure of both Collier and Benfield in area -wide disaster such as fire. • Acceptable plan ONLY IF the pond and sufficient foliage on the far shore remained as a buffer and some sort of sound barrier provided (preserve park -like atmosphere and insulate the residents). • Too many environmental issues south of I -75. Need to open roadway from 23rd St SW to White Lake Blvd. Which alternative would you prefer? * #1 NO -BUILD N/- /- /-/,/V-/ -/-/N/ #2 MILLER BOULEVARD/////////// /�/�/�/�/�/�/�/�/�/�/�/�/�/�/�/ #3A WILSON - BENFIELD �/�/�/�/✓�/�/�/�/�/�/ #313 WILSON - BENFIELD NONE * This question may have been confusing in the way that it was worded, and therefore, may have created erroneous responses to those answering it. The number of checkmarks per alternative is not a statistically valid sample of those who are interested in or affected by the project. Rather, it represents only those who answered this question on their comment sheet. Of the 79 comments sheets received to date only 61 answered this particular question. Page 6 of 14 Agenda Item No. IOC October 27 2009 General comments/ concerns. Page 306 f 330 • The GMP FLUE discussion of the road extends Wilson south and discusses an I -75 interchange there or taking the road westward to Landfill Road - not provisions to allow for incorporation into County's arterial network. Extending the road south below I -75 was not addressed in the FLU. • I would like to point out another consideration I did not see mentioned. The DOF will have a difficult time doing controlled burns with proposed new roads especially Miller Blvd. Since most of the plant communities in this region are fire dependent this will make DOFs job of managing the Picayune Forest extremely difficult. If you move forward with one of the new roads I suggest you revisit the provisions of the North Belle Meade Overlay in the FLU and incorporate more of the environmental provisions in your planning and design. If you move forward with one of the western alignments I would suggest you move the road westward to align with the section lines at the quarry rather than going further south to make the bend. • Q: How much property on either side of the chosen route will be needed for the roadway? How will this property be acquired? Is it essentially 'Eminent Domain'? How close to Panther's Walk is the 3A alt? From the view on the web it appears to overlap the property and most of the pond on the east side. Will Alt 3A necessitate acquisition of Panther's Walk property? Is the funding available for the Wilson /Benfield project? How far in the future would development begin? property be acquired? At what point in time would the environmental studies need to be revisited? Have the population growth and development studies been revisited to reflect the current economic situation? Has the cost effectiveness of each alt been revisited to reflect the current economic situation? • Concerns about the 3A and 3B alts: • The traffic will still be routed to Collier at the same area of I -75 and Davis /Beck. The traffic wishing to go west toward downtown and the beaches would still channel through the Collier /Davis intersection which is already a major bottleneck. I don't see these alts as alleviating the traffic problems, but adding to the problems. • In these times of economic uncertainty and major growth uncertainty into the foreseeable future, any commitment of taxpayer money to pursue alts 2, 3A or 313 is imprudent and fiscally irresponsible. • If the project is determined to proceed, the No -Build alt #1 is the most fiscally responsible. Failing that, Alt 2 would at least make sense for future growth, whenever that may happen. • Alts 3A and 36 are 'band -aid' solutions because they are within 1.5 miles of Collier Blvd. and would both dump more traffic onto Collier. • This project would disregard and diminish all the progress gained in the enhancements of large parcels of natural areas. Also, further contribute to habitat fragmentation, altered hydrologies, and very damaging impacts to numerous floral and faunal species located within these areas. • Would like copy of final draft of the Alt 3B. • We have some properties in Golden Gate. • When would a noise pollution study happen? (3 comments received) • When would the approved project get started? • Both 3A & 313 are such short distances from Collier and both will connect to Collier just a short distance north. Neither will relieve congestion on Collier. • Please do not destroy the Panther's Walk neighborhood. (2 comments received) • None provide us with an escape route. Residents trying to sell might as well forget it! These are strictly selfish claims! • Waste of taxpayers' money - yet, we know you people will do as you want anyway. • Direct impact on community with traffic and noise - large amount of persons and their houses should be a deterrent in site selection. Page 7 of 14 Agenda Item No. 10C October 27, 2009 General comments /concerns. continued Page 307 pf 330 • Since 951 is being made into a 6 -lane road already at the lower part and from Beck - up nothing would change since the new road would be coming onto 951 just north of 75. • There is wildlife in this area and it took 2 years before we saw it after the hurricane of 2005. New roads would wipe it out again. • Miller Blvd. looks perfect - a quick option to get from 41 to 75. Will help fire and hurricane routes /congestion on getting out of town. Why dump more on Collier? • If Lord's Way were extended to Benfield, then Naples Lakes residents could exit from our front gate and go straight across to Lord's Way or turn north /south onto 951 - assuming a traffic light was installed. Since the expansion to 6 lanes, we currently can only turn south on 951. • Thanks for keeping us informed - appreciate your efforts. • Since GG Blvd. E is already slated to be 4 -lane to Desota Blvd., a connection to I -75 via Everglades Blvd then to Miller or Benfield to US 41. The utilization of GG Blvd. to Everglades then south seems as obviously the simplest, least expensive, most logical, most efficient route. Suspicion aroused as to why Wilson Blvd. was ever considered. What entity will see the $ in choosing Wilson instead of Everglades? • Marginally a combination of 3A & #2 (Wilson extension connection segment to #3 in NGGE). • Want to alleviate the bottleneck of residential traffic congestion from GG Estates area to 951 via White Blvd. The proposed Green St extension into GGE would help solve this problem. • More cost effective would be to use GG Blvd east from Wilson then south on Everglades Blvd. and provide an interchange to 1 -75. The other alternatives listed could be made later. Divert east of Golden Gate. • Expedite the building! (2 comments received) • Willing to work with you regarding #3A only if: density must be changed for my property and a more fair alignment taking less from me and more from neighbor; should run down the current already cleared area; offer at good price since you will impact 10 acres. • Related to #3A, no road (east -west) be built north of Lord's Way and that Lord's Way /Collier Blvd. (951) intersection has a traffic light. • Want to see a study on Golden Gate Blvd. to be extended from Wilson Blvd. to Everglades Blvd. to 4- lanes. At present, it is one way in and one way out - in a catastrophe, residents will not be able to get out on time. Also like to see a road from Everglades Blvd. and a road that will run adjacent to I -75 by the canal to State Road 951. • Miller Road provides separation from Collier and connectivity to east. The natural /environmental disturbance appears to be generally equivalent. Failing Miller Road, need to retain the Six L's to Wilson connection (SIA1) as development expands into this area. • Related to #3A & #3B, we live at 840 Wilson Blvd. S. and family who lives in the house next door and the double red line goes right through both of our homes. We understand the situation but just want to be aware of what is happening - we probably won't seal our driveway pavement if we won't be living there next year. • Should first improve White Blvd., then reconsider 16th Ave -Green Blvd. corridor, and finally open roadway south from 23rd St SW to White Lake Blvd. This is far more prudent, simple, and needed than other options. • How can the county spend over $300 million on this project now or ever. That cost does not even incorporate mitigation associated with T &E species, etc. I think the county and commissioners should strongly consider the NO BUILD option. • Environmental damage and associated costs with alternatives 2, 3A and 3B are too high to be justified while the No -Build alternative is a viable option. Page 8 of 14 _. — ...ate. Agenda Item No. 10C October 27 2009 General comments /concerns. continued Page 308 f 330 • How much will it reduce the amount of traffic on CR 951 if this by -pass is built (by- pass from Hwy 41 to I -75). If 3A is chosen, it will destroy the wildlife and option 3B would be somewhat better but still have a negative impact on the local wildlife. Going further east for this new by -pass would be the least disturbance for resident peace and quiet and for the displacement of local wildlife. • Related to Miller Blvd, option, need to asphalt streets (numbers 48, 50, 62) - good for the residents because the dust is killing us and too many holes. • Any route besides #1 No -Build impacts our already in decline panthers, bears - it's a state forest and leave it that way. Picayune is also (Belle Meade) the only access for equestrian recreation. • One family owns property along Benfield Road and recommends taking alternative #3B and actually moving it in the middle of the properties and not on the back line. This would cost more money in acquisition. • #3A and #3B is same as #1. • Money saving - Miller already there and will relieve traffic congestion for Golden Gate, Ave Maria, Marco Island plus evacuation route is better with access to I -75 & Tamiami Trail. Environmental concerns are minimal since the road has been there for 30 years. • #2 Miller Blvd. alternative (stretch between Miller to Everglades) - please make this commercial area since I travel long destinations to find food and other things. • Regarding #3A and #3B - constructing the roadway across the property which is west of, and adjacent to, the landfill (one half sections) would be prohibitively excessive cost, both financially and environmentally. The total of the land acquisition costs for such alignments, including damages, together with the environmental mediation costs of those alignments, would be significantly greater than the costs of more sensible and cost effective alternatives. The cost in both dollar terms and environmental destruction has not been thoroughly and prudently analyzed. • Potential Dispute with this project because it is contrary to existing plans, programs and initiatives of a large number of state and federal agencies, including DOF. • Picayune Strand State Forest (PSSF) consisting of both the Belle Meade and Southern Golden Gate Estates tracts is highly important state -owned conservation and recreation land that is managed as a State Forest in the public interest. • Recommend complete avoidance of this tract and the provision of as much buffer as possible between the footprint of any proposed highway and the State Forest. • DOF does not support alternatives 2, 3A or 3B. Will have major negative impacts to federal and state listed threatened, endangered and sensitive species, outstanding natural landscapes, imperiled habitats, and have further deleterious impacts to the hydrology associated with both Belle Meade and Southern Golden Gate Estates. Could substantially unravel an extensive exotic vegetation eradication program that has been quite successful on PSSF. Page 9 of 14 Agenda Item No. 10C October 27. 2009 General comments/ concerns. continued Page 309 pf 330 o Comments on Effects to resources from the DOF apply to Alternatives 2, 3A w and 3B - direct effects to PSSF of these alternatives include: (2 comments received) • Fragmentation of natural communities, wildlife habitat and recreation areas, and the creation of additional edge effects. • Creation of barriers to management, especially access and ability to conduct prescribed burning. • Creation of an additional smoke sensitive area that will hamper and restrict prescribed burning. • Impacts to listed species by creating barriers to movement and increasing road kills. (We note, in particular, that these three alternatives traverse through the main red - cockaded woodpecker habitats on the forest and through areas that are important for Florida panther movement. These Alternatives will decrease the amount of habitat available for these species.) • Creation of new vector channels for invasive exotic species and diseases. (Again, we note that these alternatives traverse areas that are already being extensively treated for exotic plants.) • Impacts to recreation by bisecting trails and creating noise and visual pollution. • Increased transportation - related pollution, e.g., runoff and litter. • Potential alternation of hydrology in the wetlands that drain into (or out of) the state forest. • The potential alignment for an east -west road ( #3A & 3B) between Benfield and Collier will bisect the Willow Run Quarry property. There is an conservation easement on the Willow Run Quarry Preserve that is held by FDEP as well as Collier County. I am opposed to having a 4 -lane road bisect this preserve - this preserve is a tortoise management area with over 60 tortoises and may be the future site for red - cockaded woodpecker groups. Currently, we are required to prescribe controlled burns for the benefit of panthers and other wildlife - this alternative will restrict this ability. • None of #1, #3A or #36 would be good for evacuation for south east Collier County. #2 would intersect I 75 further east and smooth the traffic flow getting on I 75. Page 10 of 14 NEXT STEPS Agenda Item No. 10C October 27, 2009 Page 310 of 330 It is the intent of the County and Consultant Team to review all comments, and where necessary, incorporate those comments and alignment preference suggestions into the preferred alternative evaluation process. The Project Team is compiling all public comments, both from Public Workshops, and meetings held with Community Associations, and will be calculating the final impacts. The remaining four (4) Alternatives presented at the Public Workshop #2 will then be reevaluated by the Consultant Team and County staff to determine the Preferred Alternative that will be presented to the Board of County Commissioners. Page 11 of 14 Agenda Item No. 10C October 27, 2009 Page 311 of 330 Page 12 of 14 Appendix A Agenda Item No. 10C October 27, 2009 Page 312 of 330 Public announcements /notifications for the February 12, 2009 Public Information Workshop of the Collier County: Wilson Boulevard extension /Benfield Road corridor Study: 1. Mailed January 20, 2009 via USPS standard mail of the Issue No. 2 dated January 2009 Newsletter to the Stakeholders. Wilson Benfield News2 r12 1.8.200 2. Public Notice (newspaper ad) published in the Naples News on February 1, 2009 and February 8, 2009 (corrected February 1 ad (map revised) re -run by NDN on February 6). 678011762 NDN Ad_2.6. 2009. pdf NDN Aff id a v it_ W rks h p2_ F, 3. January 28, 2009 media press release (plus reminder release). L� Workshop #2 News release final w BW rrE Workshop #2 News release rerinder rele 4. Mailed January 23, 2009 via USPS standard mail of the Postcard announcing to the Property owners and Stakeholders. FINAL Postcard announcn-ent_Wrksp. _I FINAL Postcard announcment_Wrksp: Page 13 of 14 •O �� Cdy ��b o� o O� &N2 c �'3 ' 7c, OF �O� ^ �, �oy25 g g�.w. �cE^, ,c= c"€'2..c'o: L1 N wW ,v, =JJ\ �C�3 c 05v d J T v 4 4 g .Y c g� E° co V (II % 4J £ ?: « iii E tk4 E a " Apo k 0m c��L$os�4�f . €��ELpW� €� A N m C _ ? 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' v+ m wi v c o' E A Z, ti i ci °i o E L c c o > c F- ro o c y y v °' .E _� m c o C b io ' N v 3 v '° 3 A c N d n a 'A o L a v g v v t° .,' °; E E o +�+ a) G o o f a$ 3 L q 0 0 4 a 'o, E v c o r o a, a o t a 3 u V o a v J s F> c a. v m i v o v c o £ 2 E u L E o E L:� i r m >w m °u a Cn v m s o o v a°= o° o 0 0 v O u a 3 c v 0 a 0 o v c - c v � E N a• - c = R m a ° v � � v v `o > F c w 3 o c a c a c' c c v a 3 c` 3 c `o c a E d 3 `c c o ° c o < G o 0 c o a c y c a c e z a 3 - _ - -- - - -_ - -_ - -- -- aAl9 S30Y- IO83A3 103r08d NOUVdCAH3tl Q s .0 .6u3 3o sWoo Awry ea;o1S Pavup qI to�llsip 3uawa6eueya re3eAq ePuo�j 3sax 43�uS � x L v E £ 1 d4ig—N DSl IM O ad Hillis P g £ E Q ... s w U' m 1 ♦r� kOtl Q73fd ¢ ¢ a zY °f i §§ppFp3°: onla a3nloo m ur�D L m s J 2 c c a 2 Z - \ ¢ice ti ° s i m b'£� €i vQEA 3I w aAIS{{ 431-1100 T o f = K C ~ { �I 1, ¢Q, w � < '_ / 3 c �c � �L a E �'o£ogp C• Gc', ❑. v > v oz c £ uiEe��apFoo�L.a J g 2 t E 4 _ iS6 o �� °d F"� L o c s¢ a o _ p- o t� a° ^' �-, a y c o L v .�' L C e E ; A R! � � C� LL < e g s 5 C* °c s 5 m A« m° €° Agenda Item No. 10C October 27, 2009 PUBLIC NOTICE PUBLIC NOTICE PUBLIC NOTICE Page 315 of 330 PUBLIC WORKSHOP WILSON BOULEVARD EXTENSION / BENFIELD ROAD CORRIDOR STUDY FEB. 12, 2009 5 - 7 P.m. Shepherd of the Glades Lutheran Church 6020 Rattlesnake Hammock Road, Naples • The Collier County Transportation Services Division is presenting an informational workshop in an open house format for the Wilson Boulevard Extension /Bonfield Road Corridor Study. During this meeting, Collier County will present three proposed alternatives for your review and comments. • The approximate 20 -mile corridor study limits are US 41 to the south, Collier Boulevard to the west, 18th Street S.E. /Miller Boulevard to the east, and Golden Gate Boulevard to the north. • Although several alternatives were developed, only three are being advanced through the project (as shown on the map below). Alternatives were developed based on comments received, consis- tency with the 2030 Long Range Transportation Plan (LRTP), traffic, engineering and environmental analysis and subsequent discussions with Collier County staff and area stakeholders. • Residents, business owners and other interested persons are welcome to stop in any time be- tween 5 -7 p.m. to review the proposed alternatives and ask questions of the study representatives. Members of the Board of County Commissioners may be in attendance at this public information meeting. • If you are a person with a disability who needs any accommodation to participate in this work- shop, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Department located at 3301 East Tamiami Trail, Naples, FL 34112, (239) 252 -8380 at least two (2) days prior to the meeting. Assisted listening devices for the hearing impaired are available in the Collier County Commissioners' Office. LORD'S RATTLESNAKE RA N HAMMOCK RD DI SAS AI CI_ i 'e m I 8 � I `E EwW LOAD EXTENSION o t{ o O RD 3 [ m c¢ I �.a.. 00 -roe maLi�« ' N0.BUiLD ..... 1I MILLER BOULEVARD R3AINUON SENHEL0 �� 3B WILSON- BEM'A. �m Z GOLDEN GATE BLVD a g` _ oGOI �w 0 ¢ y m REEN BLV JO w v 5 w GOL g9TE .R E' KwY } O RD CITV GATE N. l r WHITE LAJVQ W -- DAVIS VD LORD'S RATTLESNAKE RA N HAMMOCK RD DI SAS AI CI_ i 'e m I 8 � I `E EwW LOAD EXTENSION o t{ o O RD 3 [ m c¢ I �.a.. 00 -roe maLi�« ' N0.BUiLD ..... 1I MILLER BOULEVARD R3AINUON SENHEL0 �� 3B WILSON- BEM'A. For more information call 239.252.8192 No. 678011762 February 1. 8 2009 w ¢ a g` oGOI �w t LL"¢I t 0 For more information call 239.252.8192 No. 678011762 February 1. 8 2009 Agenda Item No. 10C Page 316 of 330 NAPLES DAILY NEWS Published Daily Nl:lples. FL 3,4 102 Affidavit of Publication State of Florida County of Colliel, Bernie the undersigned ilie\ sri\,z as appeared Su-art hence. %%ifo oil na,h s;iv-- that shcscnc!s as The Vice PrCsildc"t of 1`T'2,:)ce of:he Nlzaplcs D2ilv. a daily newspaper published at My ples. in Coijicr Uoantv, di"I'lil'Ined in C(Aherxid I.ec ccwvits T'jaj the attached copy of the ?LWI. 1C NOTICE ir. the III-1c, of 1"'KIC \07 ICE « as 1-blished in said n.-%k-,p:,per 2 :imes in the issue on February I &- S. 'j09 ;;Inc lirlh-I Sari Ill n: the Der r%: IV., p,iHisl,t-d in F.nc Coi!,,t C,!u,m nice- ;taper hn ('olhv! 1,.iidu a, Z.1 P,v loil In 1:11CICOHM I, Pc-,d u! I ,car W'O 111riedilIP Olt' fn W ;ILIIIII(��1011 .,p% or and affw]"I U� . v j.- `I,;, !I_. fefun(! 101 Fjt%1-1-.jper ( Si,-,nature of affiant) I to and SJhSc:I1,cj b1--f(,7-c -.Ie 'his I :zh di.\ of Febri.1--n 2009 Si. 7-z. tire Of 110'W\' 17L11)FC) T J� Collier County Government Transportation Services Division Transportation Planning Department 2885 S. Horseshoe Drive Naples, FL 34104 Jan. 28, 24309 Contact: Connie Deane Community Liaison 239 - 252 -8192 or 8365 Eileen O'Grady Public Information Specialist 239 - 252 -8192 or 5801 www.colliergov.net FOR IMMEDIATE RELEASE Wilson Boulevard Extension /Benfield Road Corridor Study Second Public Workshop Planned To Present Three Alternatives The Collier County Transportation Planning Department will hold a public workshop to discuss the three proposed alternatives for the Wilson Boulevard Extension /Benfield Road Corridor Study. Date: Feb. 12, 2009 ,. Time: 5 - 7 p.m. Place: Shepherd of the Glades Lutheran Church 6020 Rattlesnake Hammock Road Naples This study is looking at potential ways to improve north -south travel within the study area. The 20 -mile wide study area limits include US 41 to the south, CR 951 to the west, 18`" Street S.E. /Miller Boulevard to the east and Golden Gate Boulevard to the north. The goal of this corridor study is to identify a new north -south road to help improve traffic congestion on Collier Boulevard (CR 951), while being sensitive to environmental issues and public concerns. A new north -south roadway is needed to create a better traffic circulation, allow for an alternate connection to Collier Boulevard (CR 951) and I -75 from US 41, improve access to US 41 and I -75 and accommodate countywide population and employment growth. In addition, the potential new roadway will serve the evacuation needs of eastern Collier County residents, enhance overall safety, and allow for better emergency access. During the development of alternatives, three alignments were identified (as shown on the map on the next page) to advance through the project. These alignments were developed based on comments received, consistency with the 2030 Long Range Transportation Plan (LRTP), traffic, engineering and environmental analysis as well as subsequent discussions between Collier County staff and area stakeholders. The three alternatives are: #1 - No -Build Alternative #2 - Miller Boulevard Alternative #3A - Wilson - Benfield Alternative / #313 - Wilson - Benfield Alternative The purpose of the workshop is to present the three proposed alternatives for your review and .w comments, providing another opportunity for comments before the study is completed this spring. Maps and exhibit boards showing these proposed alternatives will be available at the workshop for your review. -more- Agenda Item No. 10C October 27, 2009 Wilson Boulevard Extension/Benfield Road Corridor Study Second Public Workshop Planned To Present Three Alternatives/PaNe cTt8 of 330 County staff and the consultant team members will be at the workshop to discuss the proposed alternatives and answer any questions. We encourage you to attend and welcome you to invite your neighbors. As always, your input is valuable and a critical component to the success of this project. Members of the Board of County Commissioners may be in attendance at this informational workshop. If you are a person with a disability who needs any accommodation to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Department located at 3301 East Tamiami Trail, Naples, Florida, 34112, 239- 252 -8380 at least two days prior to the meeting. [News Media: If you have any questions, please contact Community Liaison Connie Deane at 239 - 252 -8365 or Public Information Specialist Eileen O'Grady at 239 -252- 5801.] ' Z GOLDEN GATE BLVD O'r ! i n E RIDG y W i GREEN - - -- -. BLVD - - - - ! � - —J 11 GREEN BLVD J p w p■ TGOLDEN,` w0 > GATE PKWY CITY GATE N. w� �(, VVHITE LAKE BLVD RAQ10 RD DAVIS B VDof Uu gq . -I W z LORD'S AY ° I RATTLESNAKE RATTL NAKE w v HAMMOCK RD CK ROAD EXTENSION li & o l SABA ALM RD p m O m ? ii LU 5 E CC) ti55 rl w u 1. Proposed Alti-matives %Q U_ • � #1 NO -BUILD J ■ X r x o 1 2 - - - - — - b2 MILLER BOULEVARD .. r ■ 1 ' 1 Mlles �■�•� a3A WILSON- BENFIELD - • 936 WILSON- BENFIELD I .. [News Media: If you have any questions, please contact Community Liaison Connie Deane at 239 - 252 -8365 or Public Information Specialist Eileen O'Grady at 239 -252- 5801.] Collier Coun D1 LVI ► �kll Government Agenda Item No. 10C October 27, 2009 Page 319 of 330 Transportation Services Division Contact: Connie Deane Transportation Planning Department Community Liaison 2885 S. Horseshoe Drive 239 - 252 -8192 or 8365 Naples, FL 34104 www.colliergov.net Feb. 12, 2009 FOR IMMEDIATE RELEASE Wilson Boulevard Extension /Benfield Road Corridor Study Second Public Workshop Planned To Present Three Alternatives Reminder The Collier County Transportation Planning Department will hold a public workshop to discuss the three proposed alternatives for the Wilson Boulevard Extension/Benfield Road Corridor Study. Date: Feb. 12, 2009 Time: 5 - 7 p.m. Place: Shepherd of the Glades Lutheran Church 6020 Rattlesnake Hammock Road Naples This study is looking at potential ways to improve north -south travel within the study area. The 20 -mile wide study area limits include US 41 to the south, CR 951 to the west, 18`h Street S.E./Miller Boulevard to the east and Golden Gate Boulevard to the north. The goal of this corridor study is to identify a new north -south road to help improve traffic congestion on Collier Boulevard (CR 951), while being sensitive to environmental issues and public concerns. A new north -south roadway is needed to create a better traffic circulation, allow for an alternate connection to Collier Boulevard (CR 951) and I -75 from US 41, improve access to US 41 and I -75 and accommodate countywide population and employment growth. In addition, the potential new roadway will serve the evacuation needs of eastern Collier County residents, enhance overall safety, and allow for better emergency access. During the development of alternatives, three alignments were identified (as shown on the map on the next page) to advance through the project. These alignments were developed based on comments received, consistency with the 2030 Long Range Transportation Plan (LRTP), traffic, engineering and environmental analysis as well as subsequent discussions between Collier County staff and area stakeholders. The three alternatives are: 91 - No -Build Alternative #2 - Miller Boulevard Alternative #3A - Wilson - Benfield Alternative / #3B - Wilson - Benfield Alternative The purpose of the workshop is to present the three proposed alternatives for your review and comments, providing another opportunity for comments before the study is completed this spring. Maps and exhibit boards showing these proposed alternatives will be available at the workshop for your review. -more- Agenda Item No. 10C October 27, 2009 Wilson Boulevard Extension /Benfield Road Corridor Study Second Public Workshop Planned To Present Three Alternatives AWe a20 Of 330 County staff and the consultant team members will be at the workshop to discuss the proposed alternatives and answer any questions. We encourage you to attend and welcome you to invite your neighbors As always, your input is valuable and a critical component to the success of this project. Members of the Board of County Commissioners may be in attendance at this informational workshop. If you are a person with a disability who needs any accommodation to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Department located at 3301 East Tamiami Trail, Naples, Florida, 34112, 239- 252 -8380 at least two days prior to the meeting. z _ GOLDEN GATE BLVD t, INE. R1DG,._BC? w + in GREEN BLVD +. Elf W le @@ GOLDEN �- i+ GATE PKWY CITY GATE N. .�.�..,_ + RADIO RD WHITE LAKE BLVD a 4 DAVIS BLVD , ; � j z � to �- ......I LU LORD'S AY °o RATTLESNAKE RATTL HAKE HANIKIDCK RD K ROAD EXTENSION SABA ALM RD �U� _. m' I i w � J. J, l :2 �I LU CC .� �r ¢ Al ...... 42 MILLER K)OLE'JAR%. + ' tdnee UA'WILSON 2ENF iEID [News Media: If you have any questions, please contact Community Liaison Connie Deane at 239 - 252 -8365 or Public Information Specialist Eileen O'Grady at 239 - 252 - 5801.] Ucr)Q p O M 7 E O O 0) -Cc: V CL N cm Q C6 C6 "O ' V •C ?ti C 00 pa Now ' y PC FA rm """� •y N p � "d .CIA a PM tom. W ''4 H c" a CL U `s a m 4.+ .0 V N 4 W O g W 0 L ^L O w" a' h 4 o U C) CD � N CD O O Z fV N CJ E O 0) CO - -u J a- �0 N a Q O,�1B S3Ob l`Ja3A3 p��' ;- 1J3t'Ol1d MJ'tv21u ♦H3tl � f E O rt;wtua6euc�y hrµ rp�w.j tca..ytn�5 t�J # ' — CAM tl3TMW .. h123S1tM pa p to J W � r=a rrov3 s.l xis � G..r CA ..AIO 631!703 i :% 1 NI JOI �, �. o!, tr O. O sJ .� � •-� Q OA Appendix B Agenda Item No. 10C October 27, 2009 Page 323 of 330 Attendees were distributed the following handouts at the registration table for the Public Information Workshop: 1. January 2009 Collier County: Wilson Boulevard extension /Benfield Road corridor Study Newsletter Wilson Benfield News2 r12 1.8.2005 2. Comment Sheet (2- sided) HandoutCorrnent Sheet two_sided.pdf 3. Goals & Objectives and Map (2- sided) Mme; Handout Goals & Map two_sided.pdf Page 14 of 14 �oo O z N N C C'� CO O (� U "dOd m Q �q a A o •� �'' C� �oo� °v sac,° v mp O O Y C LJ O Y D - 9 9 O W" 9 uj� a W I /0/� cc N 3 u v 2 A !coo�� G tn d O '~ vt a o v c o a `^ m p ie 'o ° E v� m w c y av, - £ E� v- .Y m ° E E c c.- £L c 15 a' C E O° O` C 4 G 3 v c L 2 v G D u cc m m. c a c v y y -7 E E �i d vvo u° og9`ou u2Lm A� osAU °° °navOUa t = Q) E n E E= a B i c D y o L N W o¢ N y a y v c v v a r o _ . . . . tA E. J Z = c °m E Q .c n o° T= z v c ° E E a CC f / N d O LLI _.j E c, E D g 0 a $ D E - D Y ° O g u w C �Fy O a'm V =� =�o a o i c O �! a 12, a g F _ _ — ~ 2 C � N � F- T EA c°' 3 r J C a- v W O m o a c'o '' �0 7 L Yi a C p O y o v c o E v v o E A Q J E r L d s v O v N y `J L , +:1 - rC E -6 t CC t = Q) E n E E= a B i c D y o L N W o¢ N y a y v c v v a r o _ . . . . tA E. 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C 7 A = -> >" a > a o o v E c v a E o X v S E ON -5 ET B �° °ad 3��,r- c-°`�v Eoo, °� P vFc�oc s3 gs ... cap °i E y o, _o �m a c Q L 3 E¢ a° '''Cpppv o L �J@`r v a'a� L F �. d !_ A %R1 IESON BOULEVA RD extension BENFIELD ROADcorridor ,Seedy Name: Address: (Street) E -mail: Agenda Item No. 10C October 27, 2009 Page 326 of 330 Cor County Public Information Meeting Shepherd of the Glades Lutheran Church February 12, 2009 COMMENT SHEET (front and back) (City) (State) (Zip Code) Would you like to be placed on the study's mailing list? Yes ❑ No ❑ Please provide your comments below. We are especially interested in the alternative alignments and other areas listed below that are important to this project. Thank you in advance for your comments, as they are valuable to our study process. ** PLEASE RETURN NO LATER THAN MARCH 4 ** What are your comments /concerns with the proposed alternatives or other issues? #1 NO- BUILD: #2 MILLER BOULEVARD: Agenda Item No. 10C October 27, 2009 Page 327 of 330 `•L1` WIESON BOULEVARD extension �'() G'Y county ROADcorridor What are your comments /concerns with the proposed alternatives or other issues? (continued) #3A WILSON - BENFIELD: #313 WILSON - BENFIELD: Do you have a preference as to the "preferred alternative "? Yes ❑ No ❑ If yes, which alternative would you prefer? General comments /concerns: Please place this comment sheet in the tray at the Sign -In Table or give to a Project Team member. You may also: • Fax to (239) 252.2726. • Email to claudineauclair(acollier ov.net • Mail to: Collier County Transportation Services Division Attn: Principal Planner Claudine Auclair 2885 Horseshoe Drive South Naples, FL 34104 Agenda Item No. 10C October 27, 2009 Page 328 of 330 WILSON BOULEVARD extension 'w BENFIELD ROADcorridor °1 WILSON BOULEVARD /BENFIELD ROAD CORRIDOR STUDY STUDY PURPOSE The purpose of the corridor study is to determine how the County can improve traffic congestion in the study area by developing a series of alternative routes that will accommodate our transportation needs. Over the past several years, the increase in traffic, development and population has made getting around in Collier County more challenging. This trend is expected to continue, particularly in eastern Collier County. This growth has put a strain on the overall transportation network and prompted a study of potential ways to improve north -south travel. STUDY GOALS AND OBJECTIVES A. To determine the Corridor's existing and future transportation demands, including traffic volumes, travel characteristics, and historical trends; facility operation (level of service), conditions of existing facilities and plans for improvements; describe what the existing or expected concerns are for the corridor and how the management plan expects to address these concerns. B. To determine the existing and projected traffic circulation needs for the Corridor, including traffic volumes, travel characteristics, future conditions and mobility requirements. C. To generally describe natural, physical, environmental, social, political, operational, and economic constraints within the Corridor that could have a negative social and economic effect upon any proposed alignments. The proposed alignments should minimize the displacement of residences and businesses as well as damage to ecosystems, wetlands or water quality. D. To develop and recommend alternative alignments that are consistent with the Collier County Growth Management Plan and Long Range Transportation Plan. E. To coordinate review with existing and proposed development/land use. F. To provide sufficient preliminary engineering and environmental information for future County production activities. G. To maximize public outreach efforts to ensure that communications efforts and public's participation in all phases of the Study process will be maintained and expanded by identifying and involving stakeholders. Collier County (MDRMP Agenda Item No. 10C October 27, 2009 — uwj -- lJ # � V� I r Y ' l 1 i�W ITE LAKE BLVD - -- '— - - -_ I' � — - la" - - -- ............ �r3A "1q�CB n� `� ©1AXVaS. V�' . , �, i I W i ty- LLJ LORD'S AY O C -� A :ESNAKE=' ` RATTL NAKE w v N , HAMMOClC RD- CK ROAD EXTENSION a u ;y SABA ALM RD. - -- t3 z ui ? Q J 9 E F— -- 3 I U N D U. C%i 7� ti Co(i erCousstyi V1� Q �� ` — ♦ i N s r ,'' Q N E ProDosed AIternallives u' ` Cn s #1 NO -BUILD 0 1 2 - ..... #2 MILLER BOULEVARD Miles 1=11IIiN�NIMI #3A WILSON -BEN FIELD. MM IMs #3B WILSON BENFIELD - Transportation Services Division Transportation Planning Department REVISED 2.2.2009 -m - - -- , _EN -BLV x n'961 GOL - i_CI I Y GATE N. s � Agenda Item No. 10C October 27, 2009 — uwj -- lJ # � V� I r Y ' l 1 i�W ITE LAKE BLVD - -- '— - - -_ I' � — - la" - - -- ............ �r3A "1q�CB n� `� ©1AXVaS. V�' . , �, i I W i ty- LLJ LORD'S AY O C -� A :ESNAKE=' ` RATTL NAKE w v N , HAMMOClC RD- CK ROAD EXTENSION a u ;y SABA ALM RD. - -- t3 z ui ? Q J 9 E F— -- 3 I U N D U. C%i 7� ti Co(i erCousstyi V1� Q �� ` — ♦ i N s r ,'' Q N E ProDosed AIternallives u' ` Cn s #1 NO -BUILD 0 1 2 - ..... #2 MILLER BOULEVARD Miles 1=11IIiN�NIMI #3A WILSON -BEN FIELD. MM IMs #3B WILSON BENFIELD - Transportation Services Division Transportation Planning Department REVISED 2.2.2009 Recommended Managed Corridors V HD Q RM ' P Wilson Boulevard ExlensionfBenfield Road Corridor Study 1 60, 3.000 f—t FIGURE 4.3-7 Collier County, Florida 1) If2 I � M,Le