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Agenda 11/08/2011 Item #16A 411/8/2011 Item 16.A.4. EXECUTIVE SUMMARY 1100� Recommendation to accept an All -Way Stop Analysis Study and approve the installation and operation of an AQ -Way Stop control at the intersection of Pelican Bay Boulevard at Ridgewood Drive, at an installation cost of approximately $1,500 funded by Pelican Bay Services Division with an annual maintenance cost of approximately $100. OBJECTIVE: To request the Board accept an All -Way Stop Analysis Study and approve that an All -Way Stop control be constructed, activated and maintained at the intersection of Pelican Bay Boulevard and Ridgewood Drive in accordance with any and all applicable Federal, State, and County standards and specifications governing such traffic control devices. CONSIDERATIONS: 1. Florida Statute §316.006 provides that the County "may place and maintain such traffic control devices which conform to. the manual and specifications of the Department of Transportation upon all streets and highways under their original jurisdiction as they shall deem necessary ... to regulate, warn or guide traffic." 2. The Pelican. Bay Services Division requested that the intersection of Pelican Bay Boulevard and Ridgewood Drive be All -Way Stop controlled and initiated a traffic engineering study to evaluate an All -Way Stop at the intersection. 3. A traffic engineering study, performed and approved by a Professional Engineer registered to practice in the State of Florida, has concluded with the determination that the subject intersection meets some but not all of the warrant criteria for an Ali -Way Stop as set forth in the Manual on Uniform Traffic Control Devices (MUTCD). Based upon the overall traffic network on Pelican Bay Boulevard and the safe travel of pedestrians and bicycles it has been determined by the County's Traffic Operations Section that the All -Way Stop is appropriate and that an All -Way Stop at this location is within Collier County Access Management Guidelines. 4. The Pelican Bay Services Division Board at their June 13, 2011 meeting voted unanimously to support the installation of an All -Way Stop at Pelican Bay Boulevard and Ridgewood Drive. FISCAL IMPACT: The fiscal impact for this construction is approximately $1,500 for the installation of pavement marking and signs with funds available in the Pelican Bay Capital Fund 322. Upon inspection and acceptance, Collier County will be responsible for the operation and maintenance of the signs (except sign supports) and pavement markings at an average annual maintenance cost of approximately $100, paid for through the normal Traffic Signal Maintenance and Signal Section funds in the annual Traffic Operations 101 Funds budget. Pelican Bay Services Division maintains all sign supports and crosswalks within the District boundaries and maintenance is paid through the normal Division's operating 109 Funds budget. LEGAL CONSIDERATIONS: This item has been reviewed and approved by the County Attorney's Office, is legally sufficient for Board action and only requires a majority vote for approval —SRT. GROWTH MANAGEMENT IMPACT: This action will result in no growth management impact. Packet Page -365- RECOI flaNDATION: That the Board of County Commissioners accel 11/8/2011 Item 6.A.4. Analysis Study and approve the installation and operation of an All -Way Stop control at the intersection of Pelican Bay Boulevard at Ridgewood Drive, at an installation cost of approximately $1,500.00 funded by Pelican Bay Services Division with an annual maintenance cost of approximately $100.00. Prepared By: Eugene C. Calvert, P.E., PTOE, Principal Project Manager, Construction & Maintenance Transportation Engineering Department, Growth Management Division Attachment: All -Way Stop Analysis Study Packet Page -366- COLLIER COUNTY Board of County Commissioners Item Number: 16.A.4. 11/8/2011 Item 16.A.4. Item Summary: Recommendation to accept an All -Way Stop Analysis Study and approve the installation and operation of an All -Way Stop control at the intersection of Pelican Bay Boulevard at Ridgewood Drive, at an installation cost of approximately $1,500 funded by Pelican Bay Services Division with an annual maintenance cost of approximately $100. Meeting Date: 11/8/2011 Prepared By Name: LynchDiane Title: Administrative Assistant 10/12/2011 10:13:29 AM Submitted by Title: Project Manager, Principal,Transportation Engineering & Construction Management Name: CalvertEugene 10/12/2011 10:13:30 AM Approved By Name: CalvertEugene Title: Project Manager, Principal,Transportation Engineering & Construction Management Date: 10/12/2011 10:31:54 AM Name: NauthRookmin Title: Management/Budget Analyst,Transportation Administr Date: 10/12/2011 11:00:14 AM Name: Tara Castillo Title: Fiscal Technician,Transportation Engineering & Con Date: 10/12/2011 2:27:59 PM Name: AhmadJay n Title: Director - Transportation Engineering,Transportation Engineering & Construction Management Date: 10/13/2011 11:41:03 AM Packet Page -367- 11/8/2011 Item 16.A.4. Name: BathonDale Title: Project Manager, Principal,Transportation Engineer Date: 10/14/2011 1:31:07 PM Name: KhawajaAnthony Title: Engineer - Traffic Operations,Transportation Engineering & Construction Management Date: 10/21/20118:26:45 AM Name: BetancurNatali Title: Executive Secretary,Transportation Engineering & C Date: 10/24/2011 11 :22:50 AM Name: FederNorman Title: Administrator - Growth Management Div,Transportati Date: 10/25/20119:48:33 AM Name: TeachScott Title: Deputy County Attorney,County Attorney Date: 10/25/2011 10:38:12 AM Name: MarcellaJeanne n Title: Executive Secretary,Transportation Planning Date: 10/26/2011 10:42:55 AM Name: KlatzkowJeff Title: County Attorney, Date: 10/26/20113:12:03 PM Name: GreenwaldRandy Title: Management/Budget Analyst,Office of Management & B Date: 10/31/20119:15:38 AM Name: IsacksonMark Title: Director -Corp Financial and Mgmt Svs,CMO Date: 10/31/2011 10:07:01 AM Packet Page -368- 11/8/2011 Item 16.A.4. Pelican Bay Blvd at Ridgewood Dr All -Way Stop Analysis Prepared for: Agnoli, Barber & Brundage, Inc. Prepared by: Tindale - Oliver & Associates, Inc. Prepared under the supervision of William E. Oliver, P.E. .\\\1\11 I I l ull //f Registrat' S rte,, �• F `•�� 31157 r Signatuxek Uj "a OF Date: Date: 'sv? ljllll ON � September 22, 2011 Packet Page -369- MULTI -WAY STOP STUDY Pelican Bay Blvd at Ridgewood Dr INTRODUCTION 11/8/2011 Item 16.A.4. This report summarizes a multi -way stop warrant study prepared by Tindale- Oliver and Associates for the intersection of Pelican Bay Boulevard at Ridgewood Drive, located in Collier County, Florida. This study was undertaken in response to concerns, voiced by Pelican Bay residents, regarding pedestrian safety, specifically vehicles failing to yield to pedestrians in crosswalks and perceived vehicle speed at this intersection. Multi -way stop signs were considered a potential solution at the above referenced intersection. Multi -way stop criteria were evaluated as specified in the Manual on Uniform Traffic Control Devices (MUTCD, Federal Highway Administration, 2009). Figure 1 illustrates the location of the study intersection. Figure 2 illustrates a recent aerial photograph of the study intersection. EXISTING CONDITIONS The Pelican Bay Boulevard at Ridgewood Drive intersection is a four -leg intersection with Pelican Bay Boulevard operating under free flow conditions as the major street and Ridgewood Drive operating under stop conditions as the minor street. Pelican Bay Boulevard is currently a four -lane divided collector road with a 30 mph posted speed limit. Pelican Bay Boulevard has both eastbound and westbound left -turn lanes at its intersection with Ridgewood Drive. North of the Pelican Bay Boulevard intersection, Ridgewood Drive is a two -lane undivided collector road, with a raised median at the Pelican Bay Boulevard and Ridgewood Drive intersection, and a 25 mph posted speed limit. South of the Pelican Bay Boulevard intersection, Ridgewood Drive is a four -lane divided collector road with a 25 mph posted speed limit. North of Pelican Bay Boulevard, Ridgewood Drive provides direct access to a residential area. South of Pelican Bay Boulevard, Ridgewood Drive provides a connection to the Philharmonic Center for the Arts, a venue for the performing arts, as well as to the Waterside Shops. The northbound approach of Ridgewood Drive, at the Pelican Bay Boulevard intersection, has a left, through, and Tindale- Oliver and Associates, Inc. Page I Pelican Bay Blvd at Ridgewood Dr September 22, 2011 All -Way Stop Study Packet Page -370- 11/8/2011 Item 16.A.4. a shared through -right turn lane. The southbound approach is 27 -feet wide and, although unstriped, can simultaneously accommodate both a right and left turning vehicle. Figure 1. - Pelican Bay Blvd at Ridgewood Dr— Intersection Location 7. 862 Commun{ty -Park <. 862 ,. — 851 n '+�r _c mil,._ ... .aLx..°^^v .; v"'ff"' l Dy- ,: s.:, _.. ``f:d ... z .. ,i.. .. .r :..1.., .,, I MR fts a IN pies 14:, � l R p STUDY _ 41 °' LOCATION _.... r- F K:,I. u. El u 4 Clev,eland': x 31 - 6 _ J 1 8$1 .� n 94 �� fl U1 lip, a nm MM, KA3W _.elu. .Jt,. _ a� a„ Nff Ir _ _t _ K e �x q= STUDY �I> asiland tenter LOCATION 2 b � r Rt ' ? ' t §o�lthe st- Land_a � } 's kkce{uiK `stion-Jff f AMR P - j r+, lSBtN" i ��",.k�rK"� i�" alt {� �•� �1�• r t e River PaY ,.' n '� ... ,.:__ ... Wit:,._ .. .d. �. —_. Tindale- Oliver and Associates, Inc. September 22, 2011 Page 2 Packet Page -371- Pelican Bay Blvd at Ridgewood Dr All -Way Stop Study 11/8/2011 Item 16.A.4. Figure 2. - Pelican Bay Blvd at Ridgewood Dr — Aerial Photograph (circa 2011) The nearest traffic control devices in the vicinity of the study intersection are: e A traffic signal 950 feet to the east at the Pelican Bay Boulevard and Tamiami Trail intersection, e A 3 -way stop 580 feet to the west at the Pelican Bay Boulevard and West Boulevard intersection, and Tindale- Oliver and Associates, Inc. Page 3 Pelican Bay Blvd at Ridgewood Dr September 22, 2011 All -Way Stop Study Packet Page -372- 11/8/2011 Item 16.A.4. n • A 3 -way stop 900 feet to the south at the Ridgewood Drive and Laurel Oak Drive intersection. According to the Manual on Uniform Traffic Control Devices (MUTCD, Federal Highway Administration, 2009): Multi -way stop control can be useful as a safety measure at intersections if certain traffic conditions exist. Safety concerns associated with multi -way stops include pedestrians, bicyclists, and all road users expecting other road users to stop. Multi -way stop control is used where the volume of traffic on the intersecting roads is approximately equal. The following analysis evaluates the criteria set forth in the MUTCD. CRITERIA A — TRAFFIC CONTROL SIGNAL According to the MUTCD, where traffic control signals are justified, a multi -way stop sign installation can be installed as an interim measure. This criteria was deemed to not be applicable for this intersection because a traffic control signal is not currently justified nor has it been requested. CRITERIA B — COLLISION ANALYSIS The minimum requirements for this criterion are: Five or more reported crashes in a 12 -month period that are susceptible to correction by a multi -way stop installation. Such crashes include right -turn and left -turn collisions as well as right -angle collisions. Crash reports from January 2007 through May 2010 were analyzed for the Pelican Bay Boulevard at Ridgewood Drive intersection. A total of 5 crashes, as shown in Appendix A, were reported for this 41 month period, which equates to approximately 1.5 crashes per year. All of the reported crashes were due to a failure to yield the right of way. This is less than the Tindale- Oliver and Associates, Inc. Page 4 Pelican Bay Blvd at Ridgewood Dr September 22, 2011 A11 -Way Stop Study Packet Page -373- 11/8/2011 Item 16.A.4. minimum number of crashes specified in the MUTCD (five) for a multi -way stop sign. Therefore, this criteria is not met. However, the installation of an all -way stop would potentially alleviate the crashes occurring at the intersection and make those crashes that do occur be less severe. According to the U.S. Department of Transportation Federal Highway Administration's Crash Modification Factors Clearinghouse, approximately 44% of the crashes occurring at a 2 -way stop intersection will be mitigated by installing a 4 -way stop. CRITERIA C — TRAFFIC VOLUMES The requirements for Criteria C are that traffic volumes on the major street (Pelican Bay Boulevard) and traffic, pedestrian, and bicyclist volumes on the minor street (Ridgewood Drive) be collected for a minimum of eight -hours on a typically day and that a delay study be performed on the minor street approach during the peak hour. In order for Criteria C to be met, the minimum volumes and delays, as specified in Criteria C.1, C.2.a, and C.2.b, must all be met. Turning movement counts were collected at the study intersection on April 11, 2011 from 7:00 am to 10:30 pm. The traffic volume count data, provided in Appendix B, was summarized per hour, by approach, and movement to determine the hourly volumes against which the multi -way stop criteria was evaluated, as summarized in Table 1 and Table 2. Table 1. - Pelican Bay Boulevard at Ridgewood Drive — Hourly Intersection Volumes Time Period Northbound Southbound Eastbound Westbound Peds Left Thru - Right Peds Left Thru Right Peds Left Thru Right l Peds Left Thru Right 7:00 am - 8:00 am 4 16 4 3 102 35 - 22 16 4 68 14 6 19 84 18 8:00 am - 9:00 am 9 19 12 17 43 44 8 14 12 26 127 25 8 63 176 23 9:00 am - 10:00 am - 41 9 29 11 41 10 26 3 25 149 25 5 51 147 30 10:00 am - 11:00 am 3 1 27 14 32 18 44 20 22 8 31 176 38 8 34 144 26 11:00 am - 12:00 pm 81 39 18 52 10 40 20 16 31 51 218 57 4 53 164 29 12:00 pm - 1:00 pm 1 1 57 14 74 1 44 16 25 6 44 221 33 2 42 167 24 1:00 pm - 2:00 pm 31 52 20 65 1 31 14 21 3 41 213 42 2 35 146 35 2:00 pm - 3:00 pm - 1 42 20 69 3 36 12 26 4 44 233 34 3 30 144 30 3:00 pm - 4:00 pm 41 21 90 5 35 12 12 208 32 - 33 149 21 4:00 m - 5:00 m 1 57 25 66 3 33 6 18 173 30 - 23 115 21 5:00 m - 6:00 m 2 47 20 120 2 24 15 15 172 31 33 92 17 6:00 m - 7:00 m 3 43 10 55 2 16 9 12 J54 110 33 6 33 124 16 7:00 m - 8:00 m - 53 15 28 1 11 7 13 100 81 - 101 200 14 8:00 m - 9:00 m - 23 21 37 5 4 3 1 54 10 2 4 47 7 9:00 m - 10:00 m - 54 13 128 3 7 - 1 181 16 - 13 36 6 Tindale- Oliver and Associates, Inc. Page S Pelican Bay Blvd at Ridgewood Dr September 22, 2011 All -Way Stop Study Packet Page -374- 11/8/2011 Item 16.A.4. Table 2. - Pelican Bay Boulevard at Ridgewood Drive — Summarized Hourly Volumes Time Period Major Street Minor Street Minor Street: Total Vehicles ,. Total Vehicles Totaf-, , Vehicles & Pods` 7:00 am - 8:00 am 207 80 186 8:00 am - 9:00 am 440 114 166 9:00 am - 10:00 am 427 156 167 10:00 am - 11:00 am 449 159 180 11:00 am - 12:00 pm 572 185 203 12:00 pm - 1:00 prn 531 230 232 1:00 prn - 2:00 pm 512 203 207 2:00 prn - 3:00 prn 515 205 208 3:00 pm - 4:00 prn 488 211 216 4:00 pm - 5:00 pm 410 205 209 5:00 prn - 6:00 pm 373 241 245 6:00 prn - 7:00 pm 345 145 150 7:00 prn - 8:00 prn 506 127 128 8:00 prn - 9:00 pm 137 89 94 9:00 Pm - 10:00 Pm 1 292 203 206 The traffic and pedestrian/bicyclist volumes contained in Table 1 and Table 2 were compared against minimum vehicular volume requirements, as specified in the MUTCD and shown in the sections below. CRITERIA C.1— MINIMUM VEHICULAR VOLUME ON THE MAJOR STREET The minimum requirements for this warrant are: The vehicular volumes entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day Below, Table 3 summarizes the total number of vehicles entering the intersection from Pelican Bay Boulevard (major street approach). Tindale- Oliver and Associates, Inc. Page 6 Pelican Bay Blvd at Ridgewood Dr September 22, 2011 A11 -Way Stop Study Packet Page -375- 11/8/2011 Item 16.A.4. Table 3. - Criteria C.1 Summary — Minimum Vehicular Volume on Major Street Time Period - Major Street Total Vehicles 8-Hour Avg. �� Warranting Volume Condition Met 7:00 am - 3:00 pm 3,653 457 300 Yes 8:00 am - 4:00 pm 3,934 492 300 Yes 9:00 am - 5:00 pm 3,904 488 300 Yes 10:00 am - 6:00 pm 3,850 481 300 Yes 11:00 am - 7:00 pm 3,746 468 300 Yes As shown in Tables 3, the minimum vehicular volume criteria is satisfied for multiple 8 -hour periods throughout the day. CRITERIA C.2.a - MINIMUM VEHICULAR VOLUME ON THE MINOR STREET The minimum requirements for this warrant are: The combined vehicular, pedestrian, and bicycle volumes entering the intersection from the minor street approaches (total of both approaches) averages n at least 200 vehicles per hour for the same 8 hours [as used in Criteria C.1 ] Below, Table 4 summarizes the total number of vehicles and pedestrians entering the intersection from Ridgewood Drive (minor street approach). Table 4. - Criteria C.2.a Summary — Minimum Vehicular Volume on Minor Street Time Period Minor Street Total Vehicles $Pads &Hour_' Avg. Min Warranting Volume Condition Met - 7:00 am - 3:00 pm 1,549 194 200 No 8:00 am - 4:00 pm 1,579 197 200 No 9:00 am - 5:00 pm 1,622 203 200 Yes 10:00 am - 6:00 pm 1,700 213 200 Yes 11:00 am - 7:00 pm 1,670 209 200 Yes As shown in Tables 4, the minimum vehicular volume criteria is satisfied for the 8 -hour period beginning at 9:00 am. Tindale- Oliver and Associates, Inc. Page 7 Pelican Bay Blvd at Ridgewood Dr September 22, 2011 A11 -Way Stop Study Packet Page -376- 10�\ 11/8/2011 Item 16.A.4. CRITERIA C.2.b - VEHICULAR DELAY The minimum requirements for this criteria are: An average delay to the minor - street traffic of at least 30 seconds per vehicle during the highest hour. Vehicular delay was measured for the northbound and southbound approaches of Ridgewood Drive at Pelican Bay Boulevard, on April 11, 2011 from 7:00 am to 9:00 am and from 4:00 pm to 10:00 pm. The delay study was performed in accordance' with the Manual of Traffic Engineering Studies (ITE, 4th edition, 1976). The results of the delay study are summarized in Table 5, with complete documentation provided in Appendix C. Table 5. - Criteria C.2.b Summary - Minor Street Vehicular Delay Summary As shown in Tables 5, the minimum vehicular delay on the minor street approach is not satisfied for any time period. It should be noted that during the study, there was a sold out concert, from 8:00 pm to 10:00 pm, occurring at the Philharmonic Center for the Arts, located on the southwest comer of the intersection. Even with this additional traffic, an average delay of 30 seconds was not achieved on Ridgewood Drive. However, the technicians measuring the vehicle delay observed that during this time, many of the vehicles did not come to a complete stop. Instead many vehicles Tindale- Oliver and Associates, Inc. Page 8 Pelican Bay Blvd at Ridgewood Dr September 22, 2011 All -Way Stop Study Packet Page -377- Total Average Number Total Approach Delay per Min Condition' Period of Stopped Delay Approach Warranting Met Vehicles [sec] [veh /hr] Vehicle , Delay [s a dve h] 7:00 am to 8:00 am 83 830 80 10.4 30 No 8:00 am to 9:00 am 146 1460 114 12.8 30 No 4:00 pm to 5:00 pm 159 1590 205 7.8 30 No 5:00 pm to 6:00 pm 105 1050 241 4.4 30 No 6:00 pm to 7:00 pin 78 780 145 5.4 30 No 7:00 pm to 8:00 pm 86 860 127 6.8 30 No 8:00 pm to 9:00 pm 28 280 89 3.1 30 No 9:00 Pm to 10:00 Pm 367 3670 203 18.1 30 No As shown in Tables 5, the minimum vehicular delay on the minor street approach is not satisfied for any time period. It should be noted that during the study, there was a sold out concert, from 8:00 pm to 10:00 pm, occurring at the Philharmonic Center for the Arts, located on the southwest comer of the intersection. Even with this additional traffic, an average delay of 30 seconds was not achieved on Ridgewood Drive. However, the technicians measuring the vehicle delay observed that during this time, many of the vehicles did not come to a complete stop. Instead many vehicles Tindale- Oliver and Associates, Inc. Page 8 Pelican Bay Blvd at Ridgewood Dr September 22, 2011 All -Way Stop Study Packet Page -377- 11/8/2011 Item 16.A.4. rolled through the intersection. As a result, the average delay during this time period is less than it would be if all of the vehicles came to a complete stop. OTHER CRITERIA According to the MUTCD, other criteria that may be considered include: A. The need to control left -turn conflicts; Only one of the five crashes that occurred between January 2007 and May 2010 was due to a left -turn conflict. B. The need to control vehicle /pedestrian conflicts near locations that generate high pedestrian volumes; As shown below, in Table 6, at the intersection of Pelican Bay Boulevard and Ridgewood Drive, there was significant bicycle and pedestrian traffic in the morning. However, after 12:00 pm n there were 13 or fewer bicyclists and pedestrians crossing the intersection every hour. Table 6. - Bicycle and Pedestrian Volumes. Time Period Bicycle S Pedestrian Counts Northbound Southbound Eastbound 'Westbound Total . 7:00 am - 8:00 am 4 102 16 6 128 8:00 am - 9:00 am 9 43 12 8 72 9:00 am -10:00 am - 11 3 5 19 10:00 am -11:00 am 3 18 8 8 37 11:00 am - 12:00 pm 8 10 3 4 25 12:00 pm -1:00 pm 1 1 6 2 10 1:00 pm - 2:00 pm 3 1 3 2 9 2:00 pm - 3:00 pm - 3 4 3 10 3:00 pm - 4:00 pm - 5 2 - 7 4:00 pm - 5:00 pm 1 3 1 - 5 5:00 pm - 6:00 pm 2 2 2 - 6 6:00 pm - 7:00 prn 3 2 2 6 13 7:00 pm - 8:00 pm - 1 1 - 2 8:00 prn - 9:00 pm - 5 - 2 7 9:00 Pm -10:00 Pm - 3 5 - 8 Tindale- Oliver and Associates, Inc. Page 9 Pelican Bay Blvd at Ridgewood Dr September 22, 2011 A11 -Way Stop Study Packet Page -378- 11/8/2011 Item 16.A.4. C. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; None of the five crashes that occurred between January 2007 and May 2010 appeared to be caused by a road user stopping, and being unable to see conflicting traffic or unable to negotiate the intersection unless conflicting traffic was also required to stop. Sight distances on the side - street approaches were good. D. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi -way stop control would improve traffic operational characteristics of the intersection. Only the southbound approach of Ridgewood Drive is a neighborhood collector street. Pelican Bay Boulevard, operates at a faster speed, and has a greater volume of traffic than Ridgewood ^ Drive. SUMMARY The analysis of the multi -way stop criteria at the Pelican Bay Boulevard at Ridgewood Drive intersection concluded that Criteria C.1 (minimum vehicular volume on the major street) and C.2.a (minimum vehicular volume on minor street) are met. However, Criteria B (collision analysis) and C.2.b (minor street vehicular delay) are not met. Since Criteria C.2.b is not met, all of Criteria C is considered to not be met. CONCLUSION Although the major and minor street traffic volume criteria are met for the Pelican Bay Boulevard at Ridgewood Drive intersection, the number of crashes and the average delay criteria are not met and because of this, MUTCD warrants for a four -way stop control are not met. However, during the data collection and from a site visit, it was noted that some pedestrians had difficulty crossing the intersection due to aggressive driving and speeding vehicles. Tindale- Oliver and Associates, Inc. Page 10 Pelican Bay Blvd at Ridgewood Dr September 22, 2011 AX Way Stop Study Packet Page -379- 11/8/2011 Item 16.A.4. As an alternative to an all -way stop, rapid flashing pedestrian beacons and lighted crosswalks may be considered as a potential means of increasing crosswalk visibility and pedestrian safety when crossing the intersection. However, the initial cost for the installation of the beacons and lighted crosswalks, as well as the on -going maintenance and energy costs associated with this alternative, can prove to be a rather substantial investment especially when compared to the minimal installation and maintenance cost associated with that of a stop - controlled intersection. It should be noted that there are several other intersections on Pelican Bay Boulevard that are similar in character to the Pelican Bay Boulevard at Ridgewood Drive intersection. All of them involve the intersection of multi -lane roads with medians and appear to have comparable traffic volumes. Three of these intersections are all -way stop - controlled, the closest of which is the intersection of Pelican Bay Boulevard at West Boulevard, located 580 feet to the west of Ridgewood Drive. Due to the similarities and proximity to these other all -way stop - controlled intersections, pedestrians and motorists approaching the Pelican Bay Boulevard at Ridgewood Drive intersection might also expect it to be controlled by all -way stop signs. The installation of an all - way stop - controlled intersection would also help improve the pedestrian safety concerns voiced by residents and observed during the data collection and site visit. The criteria listed in the MUTCD are guidelines that should be considered before a multi -way stop sign is installed. However, it is finally up to the discretion of the Collier County Transportation Engineering Department, in response to its understanding of local conditions, whether a multi -way stop sign should be installed to alleviate residents' concerns. Tindale- Oliver and Associates, Inc. Page 11 Pelican Bay Blvd at Ridgewood Dr September 22, 2011 All -Way Stop Study Packet Page -380- 11/8/2011 Item 16.A.4. APPENDIX A CRASH REPORTS Tindale- Oliver and Associates, Inc. Pelican Bay Blvd at Ridgewood Dr September 22, 2011 A11 -Way Stop Study Packet Page -381- 11/8/2011 Item 16.A.4. FLORIDA TRAFFIC CRASH REPORT DO NOT WRITE IN THIS SPACE • LONG FORM ORIGINAL MAIL TD DEPT. OF HIGHWAY SAFETY S MOTOR VEMtCLES, TRAFFIC CRASH rECORDS. NEIL KIRKMAN BUILDING TAWIMASSEE FL 323J9.0537 Z DATE OF CRASH TIME OF CRASH TIME OFFICER NOTIFIED TIME OFFICER ARRIVED INVEST. AGENCY REPORT Y NSMV CRASH REPORT 05 -10-10 19:43 S AM ❑ PM 9:43 S kM ❑PM 9:50 S AM ❑ PM 10 -12943 $02$9030 Q COUNTY /CITY LODE FEET or M ILE(S) N S E W CITY OR TOWN (check if in city or town) COUNTY u0 64/54 1 ® ❑ ❑ ❑ NAPLES ❑ COLLIER J AT NODE* or FEET or MILE(S) FROM NODE it NEXT NODE a a OF LANES 1. DIVIDED ON STREET, ROAD OR HIGHWAY ad A a 2. UNDMDED PELICAN BAY BLVD S AT THE INTERSECTION OF (street, roWrlaphwaY) FEET MILE(S) N S E W AT THE INTERSECTION OF (strut. roauorsohway) ~ RIDGEWOOD OR ❑ ❑ ❑ ❑ ,, CItIVI,s.rk1 y.�,+ktr GrS"alr3',t"; S -s t^ ACTT(.?,), ¢�; r ..,,•,,�Yax+S; �+1 E.. a _ tt r ; r a `�`a^'aN.t.c r�'s�"- r� r kq� > � k k: > nil 3' t r r a r s 1 � N� ' ,'�'9' F ,.p � , Py, y s ``'Y ¢,,�5 J c'.'c ,p3 `Ay $ TRAtL% 'she. ., �. r 5 6 f''i,`23.'°3i''"', 4'� t a^ tf+,'1, C ,r i rh r z.r Irr f 5' t a x >: a1 A Fri r�9 x fi R3 tiv 2. R e INFOi:. R4 ''^, t.✓`yw .3.11.{�.��gg�� Sit r 2.4 s '' `k ef'Jw.t •i `r j aY at a. 'c 4++'., -...t Sea',*( 2 t v L r i�: y�.'K '� :. r�x�.A�4' '�"' 3 �.e �'�k5!�''?��5�" 9 # ti;,." >��, �^.s,.rt rE5 ux y c,�f i•�+{,,, �Y� �A �d• i�� S. {_ �a.y �` hii.'0r.� 0.!�y : •�%{� 4R:'yQs- <3`?So.'�K'�F� � �% ` ;i t��j.:,: C t' �} k {i{ i 7P' 2 ® .,n ''t'r°a�'' 'i + I - I've o X a�' r i x) h?dR��F'�ti?:��'JN`..35,9�,rt :,{',{.,.•"' 4r�x�xr� A U f_. ♦ r �, 4J''" ` F �ru'E x s?ar�a -�f.] i au i sti f Y�lr 1 x x �4 41rx sr3 k fit.. zs $x fi,d rlTa zva Y v - c' b t ✓ g.4 as "= � f `(-rR� N 35 t, ;` ` ^% � x x �, 9 ,fi t { �' s '` Sty '±A �. '�` .,,1,,,Z I'S�r#. h n.� u''a dr,i �"c #""� yn.,FC. '' •*�'� �{�^•' ❑ t 'ttE,di Y "s 6 'n,, 3h §s'""i o'�s , a Can. at5 10 r s 4s r �' "v.+F_ ri r fi i.° p 'x5 ah y-•7w r t`4x e'1' '+2f w�''. N ., i" � w� f�4�' � v xy"Y5 h,k i 1 � sa.:k.' � ✓ t .^ V' `� � � �'` i -: i a � y� DRIVER 1, Phantom YEAR MAKE TYPE USE VEH. LICENSE M STATE VEHICLE IDENTIFICATION NUMBER 33 4 5 6 1A OveRUm a �\ ACTION 3. NIA a 96 FORD 03 01 612LUU FL IFTEF25YSTLA71741 ) 20. Windshield 1 15 16 11 S 2t. Trailer S TRABER OR TOWED VEHICLE RAILER TYPE Shaw first point e IFIFORMATION 14 13 12 11 10 9 Of c t VEHICLE TRAVELING O A Est. M Post Est. Ve amage I. Dlcabgnq i Est. TraAa Damage dome" ® S E ❑ ❑ ❑ ® PELICAN BAY BLVD S 30 130 12000.00 2• Functloria! 3, No Damage and twin o ai MOTOR VEHICLE INSURANCE COMPANY (LIABILITY OR PIP) POLICY NUMBER VEHICLE REMOVED BY: damaged arae(s) 1. Tow Rotation list 3. orwa BAKERS TOWING 2. 'To. OwrNrs ROther nast s. Ott 1 2 > NAME OF VEHICLE OWNER (Same as darner) ® CURRENT ADDRESS (Numow and Strut) CITY AND STATE ZIP CODE SAME AS DRIVER NAMEOFOWNER (Trailer rTowedVehicle) CURRENT ADDRESS (NVnper and Strut) CITY AND STATE ZIP CODE ❑ ro NAME OF MOTOR CARRIER (Commercial Vehicle CURRENT ADDRESS (rkmaer end Strut) CITY. STATE AND ZIP CODE JUS OOTOr ICC MC IDFJA'IFICATION NUMB6t in in 'S f .. 5"'; t 4 yC2 'y xs DRIVER LICENSE NUMBER STATE DL TYPE RED. EFID. ALVCPUG �TTYPE 5 RESULTS AL40RUGjPHYS.Cff RES. RACE 501 tW. S.eQU1P. F� FL 5 1 t. Biood 7. unrx 1 1 1 1 2 1 2 1 f r 2. Breath 4. Plh6M S. plural HAZARDOUS MATERIALS pLACAPCED If yes, indicate name Or 46194 nantter from diamond or bolt WAS HAZARDOUS ECOMMENO CRIVER RE -LRAM. CRIVER S FHO IE YO. SBIW TRANSFORM stxard and 1 604 number from bottom erairmM MATERIAL SPILL i�? YES EXPLAIN SN NARPATiyB 1.Yes 2. rA 2 &.Yes 2. rd 2 6Yat 2. na 2 1.Yes 2. no 2 .Y. ;: -`, ..,.• .. VEHICLE r(PE VEHICLE USE TRAILER TYPE RESIDENCE Driver /Ped. PHYSICAL DEFECTS ALCOHOL/DRUG USE LOCATION CI Autornople 1 Frwate Tr4naoortatton Sdngk Semi Trader 1 County ofcrash I ho Caficts Krohn t Net Onr4ung or Uswq Orin IN VEHICLE 92 yam m Sams Tr Nler 2 8ee rhre kh State 2 Byaught Cehct 2 Alcohol - Under IrNuence C 03 Uli t TrucWP.U. 2 or 4 rest ores Commercial Cargo Tact Trader 3 Non- Resident gut d State 3 Fetigua/Asleep 3 Ongs - Under trAuenee I From felt 04 Medium Eruct - 4 rear tins Public TramPOrta[1on Saddle Mour tflatbd 4 Fereign Ua A tteartng CdKt 4Akoal a Onigs • Urder fnnuerCa 2 Front Cemar q 05 Meaty Truck - 2 or mare feat axles Puolk Scheo Bus Scat Trader DL TYP RA 5 niness 5 Had Been Wri,,V 3 From PIpM E C6 Truck Tractor(Cak- Scbtad) Prnata Schsol Bus Utu.ty Trader IA 2B 3C IMute 6 Seizure, Wial'sy. Blackout n Pending ALC/CRUG Test Refutts 4Rear Left J7 Maw Home (RV ) Arnpaanca Howe Tndr 41 frh*,teyr 2 EIKk 7Ott'r PIr s.ta1 Caf t` 5 Rear Camer Ca Des l6nwrsNa ahr 9-!5) Law ENorcerrhrcm Pak Trader SF/Cprater )IRSGnc iN]U RY SEVERITY SAFETY EOUIPMEI)T IN USE 6peerRlght C9 Bus(drnr+ seats far ens 15) Fire/P.e3cLe Towed•Jencie dF!.per.•Rest. 4Ctner IAcre 1tiat.-ISO 71n B•:6y Of Trick 10 Bherck 10 Md,wry IC Auto 7rancOert Ina ZPoSStpe 2:;eat BeR5noW6,Y HaT.Eaa 98ta passergr r0 11 Metomiche I Otrr Gooammwt 77 Ctrer REQUIRED X Stick- Imatacaating 3Chmil estralm 9fivAr f.J 12Macd 12 D1anp EtJOORSEMEhTS iM.1le a(rcacatit.1Urg 4A,r Bag- Ceoloyd I3 AllTerra,n Yoh .x ISCOncrote N,sr 1 Yes : Fem.de S F.htW t'N,tMn _J Ckys) 5 Ar Bag - Net Deploy E3ECTE D 14T,am 14 Cut a.Te hr P-fus! 2 fro 5:kn- Tra.Tr. r44d,ty 6 SakY Hairnet 1 rk 15 Lcw .qceed VeleCle 15 Cargo Van 3 ik Fri*3mement 7 Eye Protectkn 2 Yes ,7 Gtrer 77 Omer P w. pire6 1 31.11110 HSMV -90005 (Ralblq'1112) P�ga 1 of 4 Packet Page -382- 1 ri 11/8/2011 Item 16.A.4. DRIVER is Phanto YcAR MAKE TYPE USE VEH. LICENSE Y STATE VEHICLE IDENTIFICATION NUMBER p 3 4 3 6 1V. Undercarriage ACTION F7 7 env 3 N/A 1 15 P1110 9 20. Wi dSh rld \S TRAILER OR TOWED VEHICLE TRAILER TYPE e INFORMATION Show first Doi t 14 13 12 S ear Trailer Damage C t VEHICLE TRAVELING ON AT Est. htPH Posted Speed Est. Vehicle Damage 1. Disabling Est. N S E V 2. Functional damage ❑ ❑ C3 ❑ ❑ 3. NO Damage Camagedarea(s) u MOTOR VEHICLE INSURANCE COMPANY (LIABILITY OR PIP) POLICY NUMBER VEHICLE REMOVED BY: 1. 700, Rotation List 3. Driver Z Tow Owns Request 4. Cther a 3 > NAME OF VEHICLE OWNER (Sameas crwer) ❑ CURRENT ADDRESS INurhlerand Street) CITY AND STATE ZiP CODE NAMEOFOWNER (TrnlerorTowadV /Acne) CURRENT ADDRESS (rwmterand5treet) CITY AND STATE ZIP CODE A NAME OF MOTOR CARRIER (Commercial Verecle Only) CURRENT ADDRESS INumberandstraq CITY. STATE AND ZIP CODE U$DOTer ICC MC ICENTIFICAT10N NUMBERS in w License) OF DRIVER (Take From On Lie) CURRENT ADDRESS (Number and Street) CITY. STATE AND ZIP CODE DATE OF BIRTH pY a DRIVER LICENSE NUMBER STATE T YPE REO. END. ALC/DRUGTESTTYPE RESULTS ALUeaile PHYS.Cff, RES. RACE SEI( IM. 5.6puty. EIECT. rL 1. Bklod 1 Unno IL Breath 4. Rate 5. None AZARDOUS HATER ALS PLACARDED lr yes, indcate riame or 4dipe number heat Mom on0 ear trace WASHAZARDOU5 BEING TRANS POR on placard and 1 dart number ham bottom W damerW MATERIAL SM R Z IF OMM840 DRIV9l REIXAM. CAri9t'S MMDNENO. YES NARRA I. Yes 2. na I.Yes Z no !.ilea 2. n0 L.Yes 2, na PROPERTY DAMAGED - OTHER THAN VEHICLES EST. AMOUNT OWNER'S NAME ADDRESS CITY STATE ZIP i s # PROPERTY DAMAGED -OTHER THAN VEHICLES EST. AMOUNT OWNER'S NAME ADDRESS CITY STATE ZIP 2 S CONTRIBUTING CAUSES - DRIVERlPEOESTRIAN VEHICLE DEFECT VEHICLE MOVEMENT VEHICLE SPECIAL FUNCTIONS 01 No Improper ChAnWACUon 0 01 No Collects 02 Del. Brakes © o o 01 Straight Ahead a o 1 Nona 0 0 a 02 Careless OANnp (Explain to Narta[tva) 03 Failed To Yield Right -of • Way 03 01 03 WorWSmooth Tlrq Q 1 01 02 Slowiip/StopleWStaad 03 Maldrp Let Turn 01 1 �D 2 Farm 3 Police Pursuit = 1 �� C4 Improper Backing 04 Dekethve/Improper L_J 04 Backing 4 Recreational 05 improper Lana Change .Proper Turn ❑Q L *s OS Steering Meek. a�� 065taring Meth. 0$ Making Right Turn 06 Changing ones $ Emergency operation 5 CorttnrtfgNMalntaanee 07 Alcohol • Under Influence 08 Drugs - Under Influence 07 Windshield Wipers erd/vehiUe 07 EreennBvLaving Parking Space 08 praperfy Parked SOURCE OF CARRIER INFORMATION t hot Applicable Q (A Alcohol b Drugs • Leiden Influence a�� 77 All Oder (Explain In Odact fig Improperly Parked 25hipping ' 10 Followed Too Closely It disregarded7ramc Signal Wrrative) 10 Makirp U -Tom I 1 Pesslrp 12 Driverless or Runewar vehicle 3 VettAie Side lade 4Driver FE YO LL 1 N 12 Etce sided Safe Speed limit 19 Improper Load 20 Disregarded other Traffic 77 AN Other (Exati in In narrative) $ Other 01 On POad Q 0 A LO YP 13 Disregarded stop Sign 02 Not On Read 14 Fai1W To Maintain EqupNehlcle 21 Driving Wrong SldWWay 03 Shoulder W Madan 1 01 ED 01 Crossing Ift at Intersection 07 a t 5 improper Passing 22 Fleeing Police 16 Lett atCemer 05 Turn Lane 02 Crossing at M d block Crosswalk Read Bushtesss FLI Orvm 03 Crossing at Intersection 08 Stan my �Resrdentiaf 21Mmarily WOR A A 17Exceeded Stated Spead Limit Vehicle Madfled 04 Walkup Along Road With Tro�le Playing In Road at Mane a Q � 180bstructing Trafc 24 Driver Distraction (explain 05 Walking A" Road Against Traffic 09 Standing In Pedestrian island 30pen Country In Narrative) 02 Nearby O6 forking on Vehicle In Road 77 AN rra Otter (Explain 1n Native) 77AIlOther(Ex0lein In 03 Bnterail 01 01 as Unknown Narrobs) FIRST /SUBSEOUENT HARMFUL EVENT(S) ROAD SYSTEM IDENTIFIER LIGHTING CONDIT[O 01 CbiNsten with MV in transport(Rar end) iS Collision with animal a a 02caaBionwith MV iritrarepert (Hosdon) 16 MV hit sigrysign post 29 MV ran into dtctyaavert 01 Interstate 07 Forrest Road 02 U.S. OB Private Roadway 04 OS DaYlphe 02 Dusk 01 03 CAA(sloO with MV In tramporhlAngle) 17 MV hit ulbllty poinflight Pale 30 Ran alfroad Inca water 03 03 04 Collision MV M tramport(LeR hum) 31 Overturned 03 State 77 AN Other 04Caunty IExplal-,In 03 Devon with tB MV tat guardrail Harredre) 040ark(Street Lk, OSCdlision with MV in trampen(Pight turn) 19 MV tit fence 32 Occucant fell horn vehicle as local O$perli(No street Night) 06 CoINsion with MV in transpart(SldesinIPQ 2014V hit concrete barrier wail 33 Tractor /trallerjackkn 06Tumpikyto4 ��n 07CdlisfonwitnMVintnmport( backOmW )21MVNtbridgdp. /aWtm*WroN 34Rn �� ROAD Sl1RFACECONDITIDN WEATHER ROAD SURFACE TYPE 08 Collision with parked car 22 MV Mt trile/shrubbery 35 Explosion at Ory 01 Clear Ol SlayGravel/Stone 09 Collision with MV On Roadway 23 ColNSlon with construction tamcade sign 36 Downhill runaway 02Net 02 Cloudy 02 Blacktop IOCOlfiskin with pedestrian 4 Collision with traffic gate 37 Cargo loss or shin o� 03511ppery 01 03 Rain 01 03Bnct k 02 1t Collistian with bicycle 25 Collision with Crash attenustars '- 85eWrstion Orunta 04 Icy 04 Fop 04Connete 12 Collision with biCycte(B,ke fan!) 26 Collision with fluea object abbce road 39 Medan crossover 77 All Other 77 All other as Dirt 13CoUrsion wehmepad 27 MV hit other fixed object 77 AS other ( &plain In Qa (7 plain In Narrative) (explain in 77 AN Other (Explain In narrative) Narrative) Narrathn) ROAD CONDITIONS AT TIME OF CRASH VISION OBSTRUCTED TRAFFIC CONTROL SITE LOCATION TRAFFTCWAY CHARACTER 01 No Cefects 02 Obstruction with warning 01 01 Vision not obscured 01 02 Inclement weather 01 02 No Central special speed Zone 06 01 VIA at irtersectlaWR . X- inybndge 02 At incersect�it at St's..ft • level 02 Straighit 030erstrvctbn with waminp 03 Parked /stapced vehicle 03 Speed control sign 03 Intuenced by inter. 02 • ubgndal �lewnorade 01 04 F.oad under repair/constnictcn C4Treoicreps!bishas 04 School :one 04 Driveway access 03 Curve - level 05 Loose surface materials 05 Load an eohicka 05 Traffc signal 11 Posted rte U -turn as Railroad 11 Private CracsrtY C4 Curve - upgrade/ C6 Shcutdars • soR/ICw /Iigh 06 0akargrflxed ct7act 06 Stop sign 12 ND Passing tone C6 Bridge 12 Tall booth downgrade TYPE SHOULDER 07 iW es/ruts/umafe paved edge 07 Syns!aimixii y 07 Yield sign 77 All Other (Explain In 07 Entrance ramp 13 Public bib stop 01 Paved 02 UnpvtM 03 CS Standing water C9 YroMpelitted road suface as Fog 77 AN tttw (Explain 08 09 Smoke In rrurabve) ❑ 1:9 Flashing light Narrative) Railroad signal � OB Exit ramp sere C9 Par" lot - 77 All Other 77 AN dttxr (Epiain in Narrative) t0 Gare 10 OtMer.•coarvYancperson pubkc (&Plant t0 Parkirq lot - pmate In Narraoit) 43 Curb SECTION JF u a arc nc x rni rno FL STATUTE MU161SER CHARGE CITATION IUMBER 316.123(3) FAIL TO YIELD AT INTERSECTION 9648 RSU n SECTION NAME OF VIOLATOR FL STATUTE NUMBER CHARGE CITATION PIUMBER e SECT ION rt PIAME OF VIOLATOR FL STATUTE NUMBER CHARGE CITATIGN NUMBER _o SECilONh NAME OF VIOLATOR FL STAT(JTE PIUMBER CHARGE CITATION NUMBER MSMV -90005 (Rte. t/02) Pogo 2 Of 4 Packet Page -383- 11/8/2011 Item 16.A.4. FLOPMA TRAFFIC CRASH REPORT DO NOT WRITE IN THIS NARRATIVE /DIAGRAM MAIL TO DEPT, OF HIGHWAY SAFETY & MOTOR VEHICLES, TRAFFIC CRASH RECORDS, NEIL KIRKMAN BUILDING. rAWHASSEE, FL 32399-0537 Time EMS Notified (Fatalities Only Time EMS Arrived (Fatalities Only) Date of Crash County /City Code Invest. Agency Report Number HSMV Crash Report Number ❑ AM ❑ PM ❑ AM ❑ FM 05 -10 -10 64/ 54 10 -12943 80289030 NARRATIVE Veh -1 was northbound on Ridgewood Drive from stop sign at the Intersection of Pelican Bay Blvd S. Veh -2 was westbound on Pelican Bay Blvd S and did not have a traffic control signal. Veh -1 failed to yield to Veh -2 and drove into the path of Veh -2 and collided. Veh -2 passenger had possible injuries and was transported by EMS to North Collier Hospital. Driver of Veh -1 is at fault and was issued traffic citation for Fail to Yield. SEC ! PASS4 PASSENGER'S NAME CURRENT ADDRESS CITY & STATE ZIP CODE Date of Birth Ra Sex LOC IN) S. E i Eject. 2 1 � r.X .iuwG,.'t..�..'.s� ='d.4a.�.¢ SEC s PUSS# PASSENGER'S NAME CURRENT ADDRESS CITY & STATE ZIP CODE Date of Birth Race Sex WC I IN) I S. ul . Eject. SEC • PASS PASSENGER'S NAME CURRENT ADDRESS CITY & STATE ZIP CODE Date of Birth Race Sex LOC IN3 S. E ui . Eject SEC JPASS*J PASSENGER'S NAME CURRENT ADDRESS CITY & STATE ZIP CODE Date of Birth Race Sex LOO IW S. E ul . Eject. C/ PASS4 PASSENGER'S NAME CURRENT ADDRESS CITY S STATE ZIP CODE Date of Birth Race Sex LOC VU S. Equip. Eject. EC$ PASS4 PASSENGER'S NAME CURRENT ADDRESS CITY & STATE 2IP CODE Date of Birth Race Sex LOC IN) I S. Equip. Eject. 7 SECTION* NAME OF VIOLATOR FL STATUTE NUMBER CHARGE CITATION NUMBER SECTION NAME OF VIOLATOR FL STATUTE NUMBER OIARGE CITATION NUMBER > .urrent Address City &State Zfp Code By Name EMS Was U no, then inhere? If no, then why? Date of Report Photos If yes, by whom) invesflgatlon 1. Yes Investigation I YesQ ICU, Taken 1. Yes L. Investigating . Agency thade at Scene? 2. rro mpkte7 2. rin 2. No 2. Other Investigator - Rnnk & Signature ID /Badge Number Department FHP ;50 PD OTHER CPL. LORI MURRAY 2348 COLLIER COUNTY SHERIFFS OFFICE ❑ ® ❑ ❑ � HSMV -90005 (Re}, L /02) �� Page 3 of 4 � r - t Packet Page -384- 1*1-� n DIAGRAM HSKV-90005 (Rev. L/02) Q, CC- 11/8/2011 Item 16.A.4. -7) vzh ��67.Tj JAI Page Co Packet Page -385- INDICA,T NORTH a WI IR W v 11/8/2011 Item 16.A.4. L-j LAY Y•CIVrUKL.CMCIY1 ,HUKI rUKM KCVUKI DO NOT WRITE IN THIS SPACE ❑ DeVER REPORT OF TRAFFIC CRASH ORIGINAL 0 DRIVER EXCHANGE OF INFORMATION Z DATE OF CRASH TIME OF CRASH TIME OFFICER NOTIFIED TIME OFFICER ARRIVED INVEST. AGENCY REPORT u HSMV CRASH REPORT p a 2/17/10 11:12 ® AM ❑ PM 11:13 ❑ AM ® PM 11:20 ® AM ❑ PM 10 -4496 11488099 1= Q COUNTY /CITY CODE FEET or MILES) N S E W CITY OR TO�YN (check if in city or to COUNTY vo 64/54 1000 ® E] ❑ 0 NAPLES ❑ COLLIER - AT NODE z or FEET or MILE(S) FROM NODE k NEXT NODE # : OF LANES 1. DIVIDED ON STREET, ROAD OR HIGHWAY w 1 4 a 2. UNDIVIDED PELICAN BAY BLVD AT THE INTERSECTION OF (street. romor iughvaY) FEET MILE(S) N S E W AT THE INTERSECTION OF (street, roagorh9lnvay) ~ RIDGEWOOD DR I 1 110 ❑ ❑ � YEAR MAKE {they feed eta),. Ty (car, Murk hicvclP _,) VFill, 1 t(FNSF.NI,IMRFR ,STATF VFHI(l F,InFNTIFT:,ATTON Nt1�v1RFR FA yv: ^q3 `z S'' `u"''Yf"i Y,JSi 7 Qi ^Ni soa >.. �.., ;j, J�,}„� ,., }IYS'. O t�,kN-0 1 ..,F'-��s ta�'k{u s; .2Kit'. ^. .'.?t'419AU'.4�r Z of eck leas Front R/Front UFront R /Side USide Rear R/Rear URear Est, Vehicle Damage Vehicle Removed by T row atta, t isc 3. Driver ❑ t V Damage X ¢1x500 00 DRIVER TOwownersaequlSt a osier i � ❑ C M/',TAD \ /CYir'r F iNGI IDAaIT., �"l1M paNY /! raCt {rTV r�Q_. DID MI.r!_V altiM OCD Y` F ` 4 N ` } '� ,YN•`+ry S r y`K` tit' / �fr�'ek §'` °iY? [ �i�� °��v� �v� y �i YF .. � ��* . 1 rpi '�Gy,�� f?�24C � fiAi�:j,aft£.i.� "W.°� ! �,. L�: "��.�n. j 4. �� MM "' "n�"' S3t.'4� ��' � ;{�, A� ,[ §.�4+[ j x_e �}"�b3'+ �t� `a °��+,. (D< 'utr?" .��'fa,?�'" ,ti'dNu P ;�„. `� R "� 3}'x'6 "+:.:� r �.,'(•g 't �i.rr y�F".. 3%'.Yp -"y ^',r p �` v "^` £ r*,.'. N�� - `fi�r�y,,vti M. - u'm'Y= { r ``i ''�" l'�.r> '},> i g�R. 'k ,i ?r ice'. PT:- .�a'''1 ,y �21� NUMBER OF PASSENGERS NAME OF PASSENGERS CURRENT ADDRESS (Number and Street) CITY AND STATE ZIP CODE > pLi 5 A 4'�? 2 `� k+€.,,rur vV �1~'ij-'"" ., 54, t#'°,ta�- 'Y4"t" .�,^"iY Y£i.:. ".,�.? rf'ly^`E 'x?'" ,. rkhr:S.r� - i��,,., c aa'r;R NF,. Y ;rai£t}F 1 ;,W: �x.?'Ar•, �''i ,c•`, �-i* :{�,�da.i I�russa'� i.'�Srq '1 k .r °✓i . -. +a +,'n"G'3� '4 �`'"?4c .f 3.'j+ `Y -. 4 �,aM:�.`' c V QI,; :N" "'(-f +i. r')�" rt+s ,#fr, >} yv�.t�f+..fi+fl -:t . �na'k,• C"- -' y ;j 3�.,`,.: q+.} ti.;s. `-;.� i} tb n�:5 �i yfTk $a✓..i k�4 't `�' tik &f ^"'Y' fg'h S '�uu ��`i3.^ty s. K.V" `5 _d �4 . >,•,eh {` C Aa°' Y .,,I„ 'bd{G X Jts %."M } '2 `,j.. "i I ,1 fi 4•± a lute +✓'.;`r'.wx""'`.: don (4V k ;2 7 'A 1 fiv +�C.,'(':?-FFNt i .�,. ! v .:,, _ ^,"� 4� ^= 2.✓"^,� 1F ,. ta. #7 k'•+`�'.� "fir c frk 4 i... § t b y 'L:"'4 �, aS 4f C �w* �� `,++ ,i^ia Y ,} .'5: M°"w L # "' #'.::: ,figaar 3' " '"�+ yt+,y m : •� tl :i,j t^h pF4;t'5r�'�`7,, ,"k"cT N" 4 'a�F{:'% caNj�''•,F1"at`u ?s 1 ❑ t i fs ':'4?' 'V. '^2 Wj� W $ t "t"i'sa'.. S,>r rstl`4.ak. �THk� �33 w3•K R" ':r i'.- C £ ¢ } • •:a -F 1 +sh MNi "'� ;.N 4 ., s S�'k r ,}v d. e aK x ? S_ N 5iv+.. �i='- M f'ry,& ' MY 11YY��.�i fI¢4 fis.i yet ��c''- X52 3 Y:. G',C d,J✓,"� ''`Fi�v" Pfii AT` i t,ifi z#. %' iz{§"t ��, '...,r:'� ,.ad: p°$r'a,.yT 'Pi",y.E,Yf.n U ..,i�i c a' G"! i ,y, t� .:rte s a )s,. NUMBER OF PASSENGERS NAME OF PASSENGERS CURRENT ADDRESS (Number and Street) CITY AND STATE ZIP CODE ❑ YEAR MAKE (chev, ford, etc.) TYPE (car, truck, bicycle, etc.) VEH. LICENSE NUMBER STATE VEHICLE IDENTIFICATION NUMBER t Check Areas of Vehice Front R/Front L/Front RlSide USide Rear R/Rear URear Est. Vehicle Damage Vehicle Removed by t. row Rotation List 3. Drivel Damage 2. Tow Owners Request a. Other MOTOR VEHICLE INSURANCE COMPANY (LIABILITY OR PIP) POLICYNUMBER NAME OF VEHICLE OWNER (Sameas Driver) ❑ CURRENT ADDRESS (NtmnernnpStreet) CITY AND STATE ZIP CODE ❑ rD NAME OF DRIVER (Take From oriver License) CURRENTADDRESS (Numnerana5treet) CITY AND STATE ZIP CODE N d) DRIVER LICENSE NUMBEK STATE DL TYPE Driver /Pedestrian Home Phone Driver /Pedestrian Business Phone RACE SEX DATE OF BIRTH N d I I NUMBER OF PASSENGERS NAME OF PASSENGERS CURRENT ADDRESS (Number and Street) CITY AND STATE ZIP CODE SECTION; NAME OF VIOLATOR FL STATUTE NUMBER CHARGE CITATION NUMBER o SECTION: NAME OF VIOLATOR FL STATUTE NUMBER CHARGE CITATION NUMBER m O SECTION* NAME OF VIOLATOR FL STATUTE NUMBER CHARGE CITATION NUMBER PROPERTY DAMAGED - OTHER THAN VEHICLES EST. AMOUNT I OWNER'S NAME ADDRESS CITY STATE ZIP WITNESS NAME (1) CURRENT, ADDRESS CITY & STATE ZIP CODE WITNESS NAME (2) CURRENT ADDRESS CITY & STATE ZIP CODE INVESTIGATOR- RANK Li SIGN AT E ID %BADGE NUMBER DEPARTMENT FHP SO PD OTHER CSD LINDQUIST. 3141 COLLIER COUNTY SHERIFF ❑ ® ❑ ❑ HSMQ001�(Rev.04 /04j / ❑ YOU MUST READ AMC) COMPLY WITH THE INSTRUCTIONS ON THE BACK OF THIS FROM. ® NO FURTHER ACTION REQUIRED BY YOU, REPORT COMPLETED BY LAW ENFORCEMENT AGENCY Packet Page -386- 1 /I— 11/8/2011 Item 16.A.4. DIAGRAM INDICATE NORTH WITH ARROW 1 r . Vi WAS CROSSING PELICAN BAY BLVD, HEADING SOUTH BOUND ON RIDGEWOOD DR. V1 WAS PROCEEDING FROM A STOP SIGN. V2 WAS PROCEEDING EAST ON PELICAN BAY BLVD, V2 HAD THE RIGHT OF WAY. Vi DRIVER STATED THAT SHE THOUGHT THE INTERSECTION WAS A 4 WAY STOP AND BEGAN TO CROSS PELICAN BAY BLVD AS V2 APPROACHED FROM THE RIGHT, V2 DRIVER STATED THAT SHE WAS APPROACHING THE INTERSECTION WHEN V1 SUDDENLY PULLED IN FRONT OF V2. V2 DRIVER STATED THAT SHE TRIED, BUT WAS UNABLE TO AVOID V I. THE FRONT OF V2 MADE CONTACT WITH THE RIGHT SIDE OF V1. NEGATIVE INJURIES REPORTED. V1 DRIVER AT FAULT. 14CONTRIBUTING CAUSES - DRiVER/PEDESTRIAN VEHICLE DEFECT VEHICLE MOVEMENT VEHICLE SPECIAL FUNCTIONS 11 No Improper Drlving/ACtlat o a o Ol No Defects 02 a o o 01 Straight Ahead a o 0 I None o a a J2 Careless Driving (Explain Ni Narrative p( p ) 03 Failed To yield Right • of - Way 03 Ol �a Def. Brakes 03 vJOrNSmdoth Tres O3 o 01 OZ Slowi ny5topptd /Stalled 03 Making Let[ hen Ol Ol o 2Farm aao b4 Improper backing 04Oefective/Improper 04 Backing acre [bnalt OS hnprOper Lane Charge 06 Improper turn 1191ts OS Steering meth. tit � IF 065tearirg Meth O$ Making Rigty Tim 06 Changing Lanes S Emeroerxv Operation 6C'olKtruCNOty'Malnterence 07 Alcohol - uraer Innueixe OB OttlgS -Under Influence 07 Windshield Wipers 08Equa� ent /VOIYC le 07 Enter"Wteaving /Parking Space O8 Properly Parked SOURCE OF CARRIER INFORMATION 2 NM Q 0 Q 09 Akohol 8 Or Drugs Influence 77 All Other explain In ( Narrative) 09 Improperly properly PArked 1 l passing Shipping Papers 10 Faxlowed Too Closely 11 Disregarded Traffic 519-1 ill Nakig U -Tuwi 12 Driverless or Rtwaway vehicle 3 Vehi[le Side �Qa 4DrivK INTO COLLISION 12 Erceeded Safe Speed Limit 19 Improper Load 20 Disregarded Traffic 77 All Other (Explain In Narrative) S Otrwr Ot On Road o Q PEDESTRIAN ACTION LO N YPE 13 Disregarded Stop Sign Other 02,140t On Road Contra 14 Palled MaSSIng Equip/VeNtle 21 Wlvux3 `Nrdg 5ide/way 03 Shoulder Ol Ol O1 Crossing Not at IntedsaGOn 07 Wprklnp © Q a 1 Primarily tSlmproperPasslrg De 22 Fleeing Police 04Medlan 05 Turn Lane 02Crossigat Mid-block Crosswalk inROad elf.!sss 26 Drove Left Of Cefte� 03 Crosse at Intersection 095tanai g i n9/ 2 Priniarlly WORK AREA 17 Exceeded Stated Speed Limit 23 Vehicle Modified 04 Walkuig Along Road with Traffic piaykg In Road RasklaMial Ol None a Q 0 Country 30ven Cory 180bstructitg Trafllc 24 Driver Distraction (Explain Narrative) 05 Walking Along Road Against Traffic O95tatidkng in Pedestrian island In 02 Nearby 06 Working on Velvcie In Road 77 All Other (Explain in Narrative) 77 All Other (Explain In 03 Entered Ol 01 88 uyinown Narrative) FIRST /SUBSEOUENT HARMFUL EVENT(S) ROAD SYSTEM IDENTIFIER LIGHTING CONOITIO 01 C011nstionwth MV m tr4osport(Pear end) 1SColhsion withanimal Q Q 02 c0111slofi with MV in trannstlort(Mead on) 16 My hit sign/sign post 29MVranktoatch1covert ID Ol interstate 07 Forrest Road 02 U.S. 08 Private Roadway 04 01 Day" 02 Dusk 02 03 Collision with MV m trari5port(Afgle) V My ht titaity poie/liglt We 30 Ran off road into water 03 03 ❑o W State 77 Ali other 03 Dawn 04 Collision with MV in transport(LtR turn) 18 MV hit ollarorall it Overturned 04 Comfy (Explam in 04 Dark (Street Light) 05 COhis )n with MV in trarisport(Right hrn) 19 MV hit feiice 320Ccivaft fell from vehicle 05 Local Narrative) WEATHER OS Dad hptt) 06 Colifskkiwi th MV in transport(Sioesvripe) 20 MV hitcocrete barrier wall 33 Tractor,traller)ackknik 06 Tornpiketai *novveet 88 Vitcnown ROAD SURFACE CONDITION ROAD SURFACE TYPE 07 Collision w th My io transport(Backed into) 21 MV hit brow /pier /abubnent(rad 34 Fire 01 Ory 01 Clear 01 Slag/Gravel(Stone 09 Collision with parked car 22MV hit tree /strubbery 35 Explosion 09 Collision with MV on Roadway 23Collision wi[hconstnxtion unicadesign 36 Downhill runaway 02 vie[ 02 Cloudy 02 Blacktop 10 CUlision with pedestrian 24 Collision •.vith traffic gate 37 Cargo loss or shirt 03 Slippery Ol 03 Rain Ol 83 Brick/block 02 I 1 Colhstlon with bicycle 2S Collision with crash attenua[Drs 38 Separation of units 04 Icy 04 Fog 04Concrete 12 Collision with mcycle(Bike lane) 26C Ahslonl With fixed Object above road :9 Mr -'d'en crpSSOVe' 77 All Qtiw 77 All other 05 Dirt 13 Collision with moped 27 MV tut Miier fired Object 77 All 0th, olainin o� .(Explain In Narrative) (Explain In 77A11Other(Explain iii 4 1 wi n in Ii igi narratwel Narrative) Narcative) ROAD CONDITIONS AT TiME OF CRASH VISION BSTRUCTED TRAFFIC CONTROL SITE LOCATION TRAFFiCWAY CHARACTER 01.'40 CereCts 02 Obstruction ivith warning H 0 01 vision not ol-sc[red Inclement weather Ol 01 No Control 02 Special speed zone 06 01 Not at eltersectldnVFR x•Ing /bridge 02 At intersection 01 strai9lx - level 025traight • upgrade/ 03 Gl;estnxunii wrth:rarnng 03 Parko stoplped vehicte 03 Speed caitrol sign 02 031nfiuented by i,tersecuon dor•'grot1 Ol 1)4 Roan vidpr repowco streGricn 1)4 Trees /Craps /ralsnes 04 School zone nl4 Dn veivay Access 03 Cirw - lewa 05 Lcose. sur(ace materials OS LOild on veNcte 05 Trancc signal 11 Posted no U-turn 05 Railroad I I Private property 134 Cii—e - iirgraow 136 Shoulders • sort /)ow; ikgh lib Bullxivyh >a0 ob)ctt 06 Stop sign 12 140 Passing tUie 06 Bnage 12 "roll booth Cowlgra4t TYPF SHOULDER 07 Holesirutsnxnsafe paned edoe `18 Standing water 97 Sgn9rmllboards 08 Fog 77 07 Yield sign 77 All Other (E plaln In Narrlth'e) 07 Entrance ramp 13 PunUic tkls stop 0 Paved 02 Unpaved 03 N Worn/volithed mad surface a All other (Explam 09 Snnnke In Narrative) a C8 Fiashkiq hole Yi RA.1,000 S." ❑ t38 Exit ramp ,ct e 03 Parking lot - public 77.AIt Other ( Explain 77 Afl oher IE'eplaln in Narrative) 10 gore ID ONicen /9iufr0 /Iltigperson IOVarknglat- private In Narral ive) 03 Civb HSMV -90006 (Rev. 04/04) Page 2 of 2 Packet Page -387- C L a E c I 3 2-tAW ENFORCEMENT SHORT FORM REPORT ❑ DRIVER REPORT OF TRAFFIC CRASH ❑ DRIVER EXCHANGE OF INFORMATION 11/8/2011 Item 16.A.4. ) s17 -s6� �74 DO NOT WRITE IN THIS SPACE ORIGINA L DATE OF CRASH ejfJMV•' Kf'�lW` L YOU MUST READ AND COMPLY WITH THE INSTRUCTIONS ON THE BACK OF THIS FORM. M NO FI MTwm ArTIr1N APO UIRED BY YOU, REPORT COMPLETED BY LAW ENFORCEMENT AGENCY. Packet Page -388- k , 0 0-v\ DATE OF CRASH TIME OF CRASH TIME OFFICER NOTIFIED TIME OFFICER ARRIVED INVEST, AGENCY REPORT NUMBER Hr CRASH FjEPOQT WM5ER ,=O_ /O 6 � AM PM "w`5 AM PM �•3 AM PM D'-0001 111489914 cc COUNTY /CITY E FEET a MILES) N 5 E w CRY OR TOWN (Check it in City a Town) C�yOUNNTY/ J ❑ ❑ ❑ ❑ ❑ / �-FJL �/ of AT NODE 407 F a MILES) FROM NODE NO. 1 NEXT NODE NO. NO. OF LANES 1. DIVIDED ON STREET, ROAD OR HIGHWAY N 2 UNDIVIDED -e� Gi C— AT THE INTERSECTION OF or FEET MILES) N❑ S❑ E❑ W FROM INTERSECTION OF S `c 3 a li. �` 4t _..� .�,. � �' py2 �3-c� � .f},W*' r1. � ,.c r� y. � c � z t �. :..k fit' �.� �5 s �"' 3 :, +*� r� �•�4s n' '��, �!$•l+' .3F '4�".? w�t.:s. 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".'✓Arty iS�S fih f(F/ "3'`: 5,+.- 4 aP` ) c,_ ) .�+ 'r5 : �y ;' CL } "-1`� ,' 3'4;n `" k 'k `"'VS`r 4 'z`"�"r 'qtr r' } t •: p,�^.L "" L ., t '` ,. >py,,.?t S d'rt it �4 �: 'i ,&e ?'t .3°.t�h fF'�'P.�f� I, 5 �✓Q: •'wXr{.v, ~-`, S,.d:.' f t th- "Vriy✓�"i:.'. i3'..,t"r ;,} r' u'k1 Q hY '.'??;: Y �y�#� y i�'� 'f =r4� � i �`- �?.5`j��L�� S',.�5'SA �n� �� "'�'�� Si'tP � d' ,A,y�&�'S'idr �.^�,� �i _ � z"iu�.z�•4L 41,-7 � ir,[�' ��'C �,%�,f=" � i �4 �i '� iy�,� M f a YEAR MAKE (chev, IoM, etc.) TYPE (car, uuck, dcyde, elk.) VEH. LICENSE NUMBER STATE _ xVEHICLE IDENTIFICATION NUMBER „ � Check Areas a Vehk;k Front R /Front L / Frmt R /Side l J Side Rear R /Rear L /Rear EST. VEHICLE DAMAGE VEHICLE REMOVED BY: cation LM 3. Dnvar El V Damage 2. Tow Owner s ReQUest 4. Other N MOTOR VEHICLE INSURANCE COMPANY (LIABILITY OR PIP) POLICY NUMBER NAME OF VEHICLE OWNER (Check Sox H Same As Driver) CURRENT ADDRESS (Number and Street) CITY AND STATE ZIP CODE a 'NAME OF DRIVER (Take From Driver License) / PEDESTRIAN CUARENf A mbar and Street) CITY AND STATE ZIP CODE U) DRIVER LICENSE NUMBER TA7E DL DRIVER TYPE / PEDESTRIAN HOME PHONE DRIVER / PEDESTRIAN BUSINESS PHONE RACE SEX DATE OF BIRTH �y ( Area ) Code ( ) Aron Code J1. I NUMBER OF PAS NAME OF PASSENGER CURRENT ADDRESS (N fto and Street) CRY AND STATE ZIP CODE 5,� -r o ... .r. ,.. w._.0 :a „_, , ..,.`_ .,,...... - ...: • - 0 7 SECTION a NAME OF VIOLATOR FL STATUTE NUMBER CHARGE CITATION NUMBER PROPERTY DAMAGED • OTHER THAN VEHICLES EST. AMOUNT OWNER'S NAME ADDRESS CITY STATE ZIP 5 • TNESS NAME (t) CURRENT ADDRESS CITY iL STATE ZIP CODE WITNESS NAME (2) CURRENT ADDRESS CRY d STATE ZIP CODE INVESTIGAT • RAN SI RE ID/BADGE . NUMBS DEPARTMENT FHP SO PO OTHER Q ❑ ❑ ejfJMV•' Kf'�lW` L YOU MUST READ AND COMPLY WITH THE INSTRUCTIONS ON THE BACK OF THIS FORM. M NO FI MTwm ArTIr1N APO UIRED BY YOU, REPORT COMPLETED BY LAW ENFORCEMENT AGENCY. Packet Page -388- k , 0 0-v\ 11/8/2011 Item 16.A.4. DIAGRAM INDICATE NORTH WITH ARROW 4 dF4tla 4-195-6 % r1- I 41=4 IV d4,ed W 2 4 V01 6 .1 A2 71 N Ala d- G u et1 Al Fite i & '4' 4&j-e A" oL A l r - - v K 1 NG C=ES - DRIVER PEDESMI-M 01 No 02 Careebss Driving (Explain in Narrative) 03 flied Yldd Fkgls WWay a O t�OA ®a I / 1 VEHICLE DEFECT 021 D . Brakes � 2 M333 03 Won / Sngoel Tres a1 �t ' , 103 I VEHICLE 02 Slowkg /Slapped / Staled O 2 rr--oy�1 Lary Tum VEHICLE SPECIAL FUNCTIONS 3 Poex Pwwk 2 Farm tt 04 Improper BadJng o �% V � fi 04 Deleche I improper i l . IL h /-31 Backin 01 Backiuy 0 4 Fkcreatlonal 05 Improper Lane Change 06 improper Turn 07 Mcda1 • Under Influence 06 Dugs • Under Influence 09 Alcohol d Dogs • ely teihpence 10 Followed Tao Cbsely 1t Dlsregaded Traffic Signal �) /) � v( J Ughb 06 Puncture / Bgwoul 1 / I �® OB Swdng Mach. Jic %—r1 07 Windshield W41ers Equprneru / 1 chicle 77 (E Other DeleU (ExD� M Nanaovel 05 MakkV Right Turn 11 Passing 06 Changing Lanes 12 Driverless or 07 Entering / Leaving / Parking Space Runaway Vehicle 06 Properly Parked 77 At Other (Explain 09 4progery Paced In Narrakvel t0 Making U -Tum 5 Emergency Operation 6 Construction i Mainanana S URCE F CARRIER INFORMATION 1 Not Applicable 1 2 3 2 Sehicle 3 Venice Side 4 Driver POINT OF COLLISION 01 On Road t 2 3 02 Not On Rood 03 Smoulder / O f 04 Median l ! 05 Turn Lane 12 Exceeded Safe Speed Limit i9 Improper 13 Disregarded Stop Sign 20 Disregarded 14 Faced 10 Maintain Equip. / Vehida 21 Dri" 15 Improper Passirg 22 Fleeing 16 Drove Left of Center 23 Vehicle Load Other Trak Coned Wrong So I Way Poise Modified 5 Other PEDESTRIAN ACTION LOCATION TYPE 01 Crossing Not at Intersection 07 Working 1 2 3 02 Crossing at Mb -block Cross«ak In Read 03 Crossing at Intersection 08 / p� � 1 Primary Business 2 Primary WORK AREA 17 Exceeded Stated Speed Limit 24 Driver Distraction 04 Waking Aldg Road With TraOk kk 18 ObWNCging Trakc 25 Al Other (Explain in Narrative) 05 Waking Along Road Aganst Traffic 09 Standing in Pedesbian Island 06 Working on Vehicle 1n Road 77 At Other (Explain In Narralne) 3 Open Country Oi Nona 1 2 3 02 Nearby 03 Entered Q Be LhYrrowvn FIRST SUBSEOUENi HARMfUI EVENTS ROAD SYSTEM IDEN71FIER LIGHTING CONOITION 01 Colnbn With MV in Transport (Rear End? 15 Cosislon With Animist 29 MV Ran Into Ditch / Culvert [ o 02 Collision With MV in Transport (Head On) 16 MV Nil Sign /Sign Post 30 Ran Off Road into Water 1'^—) 03 Collision With MV in Transport (Angle) 17 MV 101 Ulity Pole / Light Pole 31 OvenumW Iwo ( / 103 04 Collision With MV in Transport (Left Turn) 18 MV HO Guardrail 32 Occupag Fall From Vehicle a IL /Y /rl `I, f/ --'1 05 Collision With MV in Transmit (Right Turn) t9 R1V Hot Fence 33 Tractor / Trager Jaddmifed 06 Collision With MV in Transport ( Sideswipe) 20 MV Hil Concrete Banien Wall 34 Fee 07 Collision will MV m Transport (Backed Imo) 21 MV He Bridge/ Pier / Abumtanf/ Rail 35 Explosion 08 Collision With Poked Car 22 MV He Tree +Shrubbery 36 Downhill Runaway 09 Collision With MV an Roadway 23 Collision Wgh ConstWgin Barricade Sign 37 Cargo Loss or Shit 10 COii6i0n With Pedestrian 24 CdkSIM Wdh, Traffic Gate 38 Separation of Units 11 C09WM With Bicycle 25 Collision With Crash AOenuakim 39 Medan Cncssover 12 Collision With Bicycle (bike Lane) 26 Collision Wan Fixed Object Above Road 77 An Ctba (Explain In �/�� 13 Collision With Moped 27 MV Ha Other Feed Object Narrative) �J IK /_ JI 01 Interstate 07 Forest RoMI 02 U.S. 08 Private Roadway State 77 At Other (Explain 4 04 county ty in NanaGre) 05 Local 06 Turnpike / TG 01 Daylight 02 Dunk 03 Dawn 04 Dark (Sues I" 05 Dark (No Sliest Light) 88 Udmown ROAD SURFACE CONDITION WEATHER ROAD SURFACE TYPE 01 Dry 02 Wet a 03 Slippery 04 ! 77 All Other (Explain n Narrative) Oi Clear 02 W 03 Ran 04 F 77 Al Other (Explain In Ot Sig f �arauel I Stone 02 Btecstop 03 Con / to 04 Concrete 05 Din 77 A9 OOka (Explain M 14 Colhsbn With Train 28 Cdision With Moveable iect On Road Nar2five) Narrative) ROAD CONDITIONS AT TIME OF CRASH VISION OBSTRUCTED TRAFFIC CONTROL SITE L CATION i AFFI WAY CHARACTER OI NO Detects 02 Obstruction With Waning 03 Obslnkcbm Without Waning 04 Road Under Repair / COnshucum a 01 Vision Not Obsaired 02 Indemed Weather 03 Poked 1 Stopped Vehicle Oct Trees I Crops / Bushes 01 No Control 02 Special Speed Zone M Speed Co snot Sigh ® 04 School Zone 01 Not AI Insersection / RR X -ing / (k' 02 At Intersection 03 Influenced By Intersection 04 Driveway access 01 Straight • t.evN 02 Straight - Upgrade 1 Downgrade 03 Curve • Level 05 Loose Surface Materials 06 ShoUlden - Soft / LOW ! High 07 Holes / Ruts / Unsafe Paved Edge 08 Standing Water 09 Won / eb7shed Road Surface 77 Aa Onnek (Ex n b Naaa6ve 111 /// III 05 Load on VeNde 05 Buildig I Fuel 0broof 07 Signs / Billboards OB Fog 09 Smoke 77 AI Other (Explain 10 Glower In Narrative 05 Traffic Signal 06 Slop Sign 07 Ymld Sign OB Ftasfwg Light 09 Rairoad Signal 1 Officer; d / F )1 Posted No U-Tun 12 No Passing Zone 77 An Other (Explain In tlanalWe) rsan ill!!! III 05 Railroad 11 Private Property OB Bddge 12 Tog Booty 07 Entrance Ramp 73 Public Bus Stop Zone 08 Eris Ramp 77 At Odwr (Explain n 09 Parking LoI • Public Narrative) f 0 Parkin Ld • Privale 04 Curve • Upgrade/ Dar ode TYPE SHOULDER 01 Paved 02 Unpaved 03 Curb Hai HSMV -90006 Rev. 04/04 Page 2 Packet Page -389- 11/8/2011 Item 16.A.4. r' 6 DIAGRAM 11/8/2011 Item 16.A.4. INDICATE NORTH WITH ARROW VEHICLE R1 WAS STOPPED AT A POSTED STOP SIGN ON RIDGEWOOD DRIVE AT THE INTERSECTION OF PELICAN BAY BLVD. VEHICLE *2 PROCEEDED TO CROSS PELICAN BAY BLVD AND PULLED INTO THE PATH OF VEHICLE 02, WHICH DID NOT HAVE A STOP SIGN REQUIRING A STOP AT THE INTERSECTION. AS A RESULT A COLLISION BETWEEN VEHICLE 01 AND VEHICLE 82 ENSUED CAUSIHH6 SIGNIFICANT OAMAGM TO BOTH VEHICLES. DRIVER OF VEHICLE 411 AT FAULT FOR FAILURE TO YIELD THE RIGHT OF WAY TO DRIVER OF VEHICLE 02. NO INJURIES WERE REPORTED AT THE.SCENE. BOTH VEHICLES WERE REMOVED BY AAA. aInnpom OrWWWAttsn D O C .s cowl" On"", 40-M.'" Narratnae) 03 FA WTorolilRight -d• War Q Ol 1 041mpropertacknjg I..- 05Imonim LneCtsnge 01 a 5E, skwwnprStOppd/StaNed OT Me -O W* Tun O. taciulrg ❑ 2lrre 06 Drugs - UIIder Influence ❑a 109 Alcohm S Drugs - UrMer tAtwce ❑ ❑F 10 Followed Tee Closely /� /Q 11 dsreparded Trait Spool .Rufutt" S Ewwrgency OswNan 6Corotnxtro"antwwrce 12 EXCed - Sao Sped LIMA t9 itnpropr Lod 19ImpgerddM 13 Dtuaperdd stop Spit TralRc 14 Frte0TOMlo2ing ratVYMaCN COatrd U Orijnp Wrong SWWSy 1Shnpea1t 22 Fleakq Police 160rove ofCsg r 0 O 0 -, �ates S !7 Fweadd Stand SSeaO Limit 23 Va1ict MOdlled It Obstructirs Traft 24 Omer 0etranXlar(6rpMn In Nwrabva) �+�I 77AR Other (Eepgin in 0021 cler. caftm traeet O Q Anne O a a 1 Nara Q 03 worrVSmooen not 01 a 5E, skwwnprStOppd/StaNed OT Me -O W* Tun O. taciulrg ❑ 2lrre ❑ ❑a OS C*tiisi*n with MV m tn/KPOMM-Ift tum) 1 1 Pund 05 Punctp1y01awaA lAlow /� /Q as MakkO Alpo Tun 06Chenping Lars .Rufutt" S Ewwrgency OswNan 6Corotnxtro"antwwrce 05 Stowing j 07 tttrkaglWvlrry0arkwp Space OF RIER FORMA N 07 wmnhw Wipes 06 En{uaneslvMkt 06 P operiy Prked l NON ANNE" 0 O 0 OelYCt 7f Ali Otter(fX"nIn 091mpopaiy switsd 2shim gPows �+�I IOMapmv.Turn 11pa000q 3VdK%SAID sy 120rlvedae r Runaway Veticlo 4 OrMr ❑ ❑❑ Di n tag mn rn r� 77 AROOner (PrtalaMtANeaw7tAnei sorb.. 02 Not On Rag 03 ShM"W 04Mediai 01 None 02 hearty Mitred Ell GONStlon with NV M trsnsp p"lloM ed) IS COMSbn wltn r W 02 C011010n with MV In traropM(rWdon) 1 16 MV M SjPVS qM 001E 2 2904V flow" AtcnIcuivert 03 COlUtkln with MV in tramon(Angie) 1 1714V Ill ratiiRy M1614C male 3 30 Ran thread IAto water 1 M CoNMbn with My in trap owt(Le t two) 7 790411 bt orad 3 31 Overturned L OS C*tiisi*n with MV m tn/KPOMM-Ift tum) 1 1914V M knee 3 320Ccu "RMl etlm WhiCle a Caution w-th MV in trans pwt(S10Nw.2e) 20 MV sit Conerale tlarrrr wai 3 337raet itraarptliftnp j 07COINSionwith MVintrweapn( oxad loop) 21 MV wt bgpe/pier /afwtrMrVrPa 3 j Crossing At Nid•ftelt Cn/sswak N AOre Lij Lfi Lu H leMtles 1 walking C Meng Road With T �ft aNIffe Rln -01EEI� 2 simatsy ResiOerjtw Waiting Alp Rood Agarrot Vaft 09 Stanbng in hdatrlan U)" 7 Open Country Wrkkwp On Vetscia M Ro" 77 AN Other (6clegin In Marron") as Unknown i— IMInl' as Y /renwtit Ngea Q10aywR 02 U. S. aRivate Railway Q o2ask 01 03 State 77 AN other 03 Down 04 cow" (Esple'nIn 04Oark(StreetugA) Of Local Nuronve) WEATHER OSOark(mestreet60M) 06 Twnpkytat M Urarbwel ROAD SURFACE CONDITION IROAD SURFACE TYP 010ry III Gar 01 SlawGravaUSt w 02 cievoy 102 awdup 4 y �^ 02 w i Q 0cy 0 a a C 77 AN Other 77ANethr OS Din ltsphwn to Nark") (Evian In 77 AR other (biplane In Narrative) Nw otiva) LO'3 01 vein rot ascwd 01 Ne cats O7 Not u utersect.,WRAX( AWbrides 01 straig t - oval bstnetsn w-th walwa.g 01 02 tactmat watMr O3 02 sortie' S"M tone 02 At ntrsectim 02 02 Straprt - telpadw kstructrd with wasting' 03 Pnbont , - vehicN Ot Speed contra spas 03 imtwrtead M irterseccnen d WMWAa ad ~ reco./censtructiw+ Ot t //bOs screw re'. Oa Driveway Access 0] Cwe • kwW ot *surilcematenas OsLOai0nvehicle a- rawcsngrsl 1tfatadnOUd0SRadrod 11SrwstePretsery 0t Curve- wagrow hew ors - s*J!*w, /Wgh 06 ttil6nyesd ow 06 Stop sign 12 No Passing l06 tr•dge 12 Tool bo" dawngrs0e Iatyrvts/t4Ma1e Pawn e09e 07 Signauttnnosords 07 AftV sign 77 ANOther (d�1-00 07 tl&WX* ramp 13 PtAhc tun slap TYPE SHOULDER wnanp watt a Pop 77 A0 Other (boom as Fns" ngrT Nwatve) bN ramp zone Ol PW40 xNpORstKd read twAce Q a smoke In Nanstiva) Q 09 Ra.head sirW a Par b,no !ot • P•bbC 77 MI Other (bolown 02 wnpove0 03 //AOdtlw(fwdam in Narrative) lOGare 100e1trlOnsrereagpanrwn 10 PSrtwtp vex -prate In Narr4Uva) C3 Cub HSNV -90006 (RAW. 04/04) leg" 2 of 2 Packet Page -391- LO'3 01 vein rot ascwd 01 Ne cats O7 Not u utersect.,WRAX( AWbrides 01 straig t - oval bstnetsn w-th walwa.g 01 02 tactmat watMr O3 02 sortie' S"M tone 02 At ntrsectim 02 02 Straprt - telpadw kstructrd with wasting' 03 Pnbont , - vehicN Ot Speed contra spas 03 imtwrtead M irterseccnen d WMWAa ad ~ reco./censtructiw+ Ot t //bOs screw re'. Oa Driveway Access 0] Cwe • kwW ot *surilcematenas OsLOai0nvehicle a- rawcsngrsl 1tfatadnOUd0SRadrod 11SrwstePretsery 0t Curve- wagrow hew ors - s*J!*w, /Wgh 06 ttil6nyesd ow 06 Stop sign 12 No Passing l06 tr•dge 12 Tool bo" dawngrs0e Iatyrvts/t4Ma1e Pawn e09e 07 Signauttnnosords 07 AftV sign 77 ANOther (d�1-00 07 tl&WX* ramp 13 PtAhc tun slap TYPE SHOULDER wnanp watt a Pop 77 A0 Other (boom as Fns" ngrT Nwatve) bN ramp zone Ol PW40 xNpORstKd read twAce Q a smoke In Nanstiva) Q 09 Ra.head sirW a Par b,no !ot • P•bbC 77 MI Other (bolown 02 wnpove0 03 //AOdtlw(fwdam in Narrative) lOGare 100e1trlOnsrereagpanrwn 10 PSrtwtp vex -prate In Narr4Uva) C3 Cub HSNV -90006 (RAW. 04/04) leg" 2 of 2 Packet Page -391- S e •C l Q n 1 e C 3 0 n 2 S e C t I 0 n 3 11/8/2011 Item 16.A.4. LAW ENFORCEMENT SHORT FORM REPORT ❑ DRIVER REPORT OF TRAFFIC CRASH ❑ DRIVER EXCHANGE OF INFORMATION HSWV -90006 Rev. 04/04 ty�p r 1 q,,c El YOU MUST READ AND COMPLY WITH THE INSTRUCTIONS ON THE SACK OF THIS FORM. NO FURTHER ACTION REQUIRED BY YOU, REPORT COMPLETED BYLAW ENFORCEMENT AGENCY. Packet Page -392 1ao`li DATE OF CRASH TIME OF CRASH I TI EM OFFICER NOTIFIED TIME OFFICER ARRIVED !NVEST. AGENCY REPORT NUMBER HSMV CRASH REPORT P1 Ma-n 0 ' -7 Q--e9 ❑ AM PM . a� 4. J AM PM ,Co,3a AN IX PM Z77' a000?� �_ 01- - 2 (J 0 5 CC COUNTY CITY CODE FEET %t!LE(S! I N S E W Cf-.( DR TOWN IChe d in City or Town) COUNTY ' j;K ❑ ❑ ❑ , N S ❑ CoLLI R — AT NODE NO. or FEET or MtLE(S) FROM NODE NO. NEXT NODE 40. N0.0F LANES 1. DIVIDED ON STREET, ROAD OR HIGHWAY A {{�� FF�� L'1 CAN hN B%-q 0 2 V E A7 THE NTERSECTION OF x FEET MILES{ N S E w FROM INTERSECTION OF F= �W o0o DR ❑ ❑ ❑ .❑ 'ti,: Y cAG `Kifi. ii• M � d, fiv'_ '�" 174:.. i *yt- "tdS'`� 5:''.) > i?, p �� M .'. x"a , r4"' yh `'x`'..a. . +7""r� ,,�yr {+Q( .+. C4¢h'. .: �x�. :� €3.�, x 3 its" � t✓a ��c� t: ''�R�� `�w' �' °',�rJ`� `S�$7v� mss* S� ?'yP`��sr ..� y��w� r'- %�� 7,;� ❑ i S �.µ�"�� &� 'M �� 1 "E'"'�'£: :. -. -pJ, .P� in $v d „m K S ��C71` }��r+l. 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'i`Es. £R ✓3 up7 .$4'h4�c kr S{YY 5 { sps3.i S F § 4r t t i{ ;'„ � t : �� Y SF ,� '4:. r � t Yy •F�} V +i `� tt ' .l { iF;<J '}?y 5 � }4 �t .t4 A:Y s � ��Sz. �� ;'N r... } Zi'j k >� : i} b1 r -: .may N y-+ J ..t Ai L Qi u'"' .r .� L ^•.2 T 'T'd. k yx„r, „i�.yA * 4 `. i P 4 t t 't li °f, . :f i . .wYM1*f `}, .IX `A-2 L1ltytiti T>zYs,V� -j i�. �:� { lY 1YF i4 t✓ry } .N 'i t�rA w,�.. // s r F%' 'r'o- q Y § k - f '4 f T,?LS_ p :.�' #X to ('/:V+A °Y_r i' ?3 55.T •� %$ Ke:: kt+ iX�r^'[ 'P.. 2;5•+''N:;� ,:..4tiq � , +vXL"v�is,x.tR �* .^}. �:cisF' n3 'Y.4.. ,, y.; t .4�';.4vZ#v:,. Z 0 sR ?" # A`}" .':' � ",.G".Ni 'A c �`� , i �''U.z3 5....,,..>n�.,ii�!$E;u -, `��.�v _ � i,5%a�'!b�:2 Check Areas FvM R t Front R t Sae L � Side Fear R 'Fear I +Rear EST. VEHICLE OAMAGE VEHICLE REMOVED 8r. t. low Bastion Last 7. Driver i , 'e. Tow Owners Request 1. Other i N MOTOR VEHICLE INSURANCE COMPANY !LIABILITY OR PIP) POLICY NUMBER NAME OF VEHICLE OWNER (Check Box It Same AS Drivwj ❑ CURRENT ADDRESS (Numoer ) CITY AND STATE ZIP CODE C NAME OF DRIVER iTake From OwerLkznsel:' PEOESTR+AN CURRENT ADDRESS ;%umber end S9reet) CITY AND STATE ZIP CODE I CO N DRIVER LICENSE NUMBER STATE TYPE DRIVER! PEDESTRIAN HOME PHONE DR1V'ER PEDESTRIAN BUSINESS PM'rvI`lE SEX DATE OF BIRTH 0) ( 1 Area Code I ) A ea Cede t2 NUMBER OF PASSENGERS( NAME OF PASSENGER CURRENT ADDRESS (N;,nner end Street) CITY AND STATE ZIP CODE IWAE OF VIOLATOR i FL STATUTE NUMBER CHARGE CITATION NUMBER N i '- Q SECTION a NAME OF VIOLATO FL STATUTE NUMBER CHARGE CITATION NUMBER cL1 > f SEC7I0N a NAME OF VICLA.TOR PL STATUTE %UMBER CHARGE CITATION NUMBER .# AN PROPERTY DAMAGED • OTHER TH VEHICLES EST. AMOUNT OWNER S NAME ADDRESS STATE ZIP g S _ ;WITNESS NAME it) C'uRREA? ADDRESS CITY A STATE ZIP CGOE WITNESS NAME l2i CUFRENTADORESS CITY 6 STATE Zip CODE A �, iNyESTIGA7oR • RANK & SIGNATIJ'kn!�= I ID13ADGE NUMBER I DEPARTMENT C 1221A . SR CAL ` � ❑ FHP 50 PD, [-� lJ OTHER HSWV -90006 Rev. 04/04 ty�p r 1 q,,c El YOU MUST READ AND COMPLY WITH THE INSTRUCTIONS ON THE SACK OF THIS FORM. NO FURTHER ACTION REQUIRED BY YOU, REPORT COMPLETED BYLAW ENFORCEMENT AGENCY. Packet Page -392 1ao`li G 1*-1% 11/8/2011 Item 16.A.4. DIAGRAM INDICATE NORTH WITH ARROW } 1y�oS �1Co t� ^—� —5 1�°= frai e�AaC► p�dA�� i�rJ9��. wi►e-r� V-1 AZQe goed p- 'Q ep Ces 5)n r.9— ?�'��ao,.8 spay_ -r, or ne r, S��tSaS. ILs} �cyh CA f r► Q.c' G CO giJlrs 11 -04 [CON RIB�UTiNG CAUSES - b IV ! D TRIAN T 'VEHICLE 4EFECT _ HICL57€ E MOVEMENT � "yfljltLE SPECIAi F IN'GTIONS� U1 Nc I:rv,,r;•rzr Jn•ing, Action 1 J :I1 .V.f DC'ecfs ❑ 2 9 01 Sl:eiglr Ahraal ❑ Q ❑ None 2 ^2 Careless Driving (Explain !n Narratve) ❑ L U 02 :�xr u Gies ❑ C2 S:ow, - S W ? Smr: ! 9 ❑ u E :—'-1 rig; .,!oCDr• en Farm S3 F;,Icd,o y; d i! h!a1•V a 07 SYCrn: $rCG!11 rrr.; yrr� 1,1 �� ---� �f-- ��++ i F' g Y W I 1 i 'Aakng Lrrl Tarn ��V' i Iti r �I 3 Qr..•!e Pursuit 1• fir, '• I I O I 64 4epa:pw: Darurlg L CW G ^.let! :vii : 'mp2'Fer WWW_ —,) I C4 84r.kiry !t-1 !W�{ d O5 I nproper Lars Charge L!gnts X75 5iak.ng R a-t 7r,rn 11 Passing 5 Emwge -j Op, >iairn Of Irn ;rpCr L :m tSP :rrc!ure'Rb :vr. ;tl f r Ong; 12 Drrcress or ECcrstruroon; Mninterarce 07 A';ohd - L•rdar lnf6,,. ce I 3 51r: :nay 7drrh. I + Gb hanr xfes _� 07 Er1r•rg: fra•,�ny/ P;ufl,ng Space liwr,,way Vcrvoe SOURCE OF CARRIER INFO TION ri1 Drugs - Uj ',r +rvk.lv'Ce -�. n7 1'a :rrsn ld rippers (� C4i P'Cpeay Parked All Other, Exphlip t Nd App:,cab!d ❑ n G:t ,l' {gt of d DrpS - Urre !n ^r•nncc +- t __ OR F:t.:ipn!pnt ' VchK:ln, Ail 7!Mr Lg lrprr;,k,rly r ^' in s::tnlLvn) % SRpiA+✓g Pape rS 10 FollL'wed Too Ciowl,• l C h Ct ExC'ain Ir Na" 't1ne; 10 faking U T, :n 3 Vnh!Cle Safe ! Di alarda»7r.;9C5ignaa PUFNTOFCOLLISION _ �I dGrver a�� 12 EreedeW Safe Spyd L.-A Ill !ro!arpr:r Lead 0! Cn R,ad rl I ` Cthcr 7 3 :;cregan�d .op C -pn :h Cs -).,Lh ] �. nr ;, ••a9w Cc*n:Cl 02 Nn, Or Pr,,t L� L� i —�- )' '"F !� �`--" PEDESTRIAN ACFIUN _ :LOCATION TYPE I; f8 :sc'd ;o 'lairttn V. s ;cip. ,'.•.'nc4: 21 Sjp. lva, 03 `r'::WOer r - r9 r 1 ��,s3ir K(a ;dlr'r;rsx!b -s G; :Yon:rkl r1 , ] 1 Pr:;rary 15 !. ;PrMx; o ;issr .3 f �a. i�; ire 04 Ct,kf�ar. �� ):r� " 02 g l� l�� < g _ l ,'• C� x „erg at 4lLn- ;,I :ck !'- rs�walk In Paid - P; Cr7oe Leff d Cenidr 1 , eci Dist:a ma rWORKr :. I” r„1 Na Fsa r r Evsmrs } s 'Dr M,le '5fm':r.0 T11 ! I ., artlar b 5'andr' P y 2 Pnma t7 Exa:cdc:d tac•n yamd I,imil 21 ; -� g Aiu•sg Raad VJ9hi rtfhr, Ic Road Resdenca,l '.B Cbslructi:g T %a.fx J5 All Other b;;ta;r Ir .'iwraLvr! 1 01 �; -e �` U 0`' lNaikmy A'Cng Road Agmlll Treffrt ;9 9alaGrg Ir PodrS!riar Ij M 3 C;.en CCU,try ;2 "rear./ r -1 r--� Folio,, I :16 : Jcvk nq on irv,tle In R,>ad ; ; AI! 01her ! Expain Ir FJarr.; irypl `I u3 Ri'rq.,,f ®I �lai � I ,92 l:rkcown FIRST SUBSEQUENT HARMFUL F.YENi {S) _^ _ _ ROAD SYSTEM IDENTIFIER LIUNANG GONDITIQ- N i 1 rJ+s:r. -Nth h l i n aremx' Rre, E:rp 1; Q.d, i W b A .m 1' "r 1V Pen V .1C Inc +• L, v.d f ? , 3 , 1 n r;ra!e -r cdr st Prad ^ ] Jayignl r—) CJfie rn U tt ,11 n arspcd Head 7l? i6 VV'iA �w - `; 'r. Pgsl lU far °,c.;A r`id Yialer O ❑ J J -H P" ate QO r] y 72 JUSk I3 ro tu• a tr Av i f Trar,pla qng e! +; Fd'v rs1 U it it r e c ghl pnp :1 r"r i]d ,� r- f •� JI /L-J. .f. v! 77 E,pain J 03 Oawr C'4 CU Swa•: Wdn MV n Trarspnr, It It Tup) 18 MV 1±4 GLara:ml 3:' C• :u „srd Fo F:.fm v ce J r ' C5 Caiiann lath MV n T*ewon!Pgk Tum) !g iV Ht Fer {? .3?'r.,c'a Tra 'er lac :knfrd : ^w'!y :n Narra!rvel '04 Dark ;Soeel Lght) u5 CCnibl7n ':ry m !47 n Trar: oa : i -,y, 2 �p Loral ! 05 Ga :k fNO street Ly,r!i n Ss C w,r.r 0 !A'!'1k Cara ^,Ie cd 'e' lad 4 Fm 75 Trmpike Tnv ) 30 Urknowr. 0700! nsonW,th UV' mTanspcniCncv4 ;r!oi2'k!VlaEFlydge FM'Aauhrcn: Karl 3zEvplc =cr z{L-' ROAD SURFACECONDIf5N WEATHER _ ROAD SURFACE TYPE 03 „Clksicn'W�m Par'rc-0 ..ar 22 '6V Hit Tree Sh,rwirxy 36 Urrwrral P "away r1 Cry 01 Clear -� r 1 Syg r ^ , v 09 C0;*ion'*th h1V cn ncmtway 23 Ccllcron'JfiC Ctrsocc �.^. Ban racer Sign Como Loss cr Sh,R 32 i"!et i) Gn r?I :: one r.0 CJSrsic(i'N,m P,�dCSViah 24 ' ii 3E Scpardttx, r :! Jri!S / .' _a c 02 Cl- I r2 6!11 OP ,.0 sx]n'Nim Trnttn; ;,ate Z rzl c!; )3 Pain i1 afl,sion Yh�, be Pie fr•., 3g MC'Aan CroSSCVw I ,y I.�i►! �f 03 Bnch'Biu'k Y z5 _.,JFbn Y1,!n i,rasn Aeeni.ato4 r :� " i l 12 Ccpsrrxl Wrtn Bcyc a (B,ke Larel 26 Collis*, vh1h F r =.0 Cb,ea Abo•,e PCad _7 All OIMr :ExpLam m f� �� , 4 Ary 'J irk ; 05 �'� "Iii„ OCC ,,; 7J'r! 77 At Other ) 05 Oir', 13 C,&Si l NO. Now ^7 MV ?tl Gtner FAA Cueca NarativeJ i I I (Expiam 1n Narrative) iExyam In 7 All Orher:Exp!a,n A Ice ;c6szn Ygah TnGn 'fi Cc•i ,ron ri'I!n Flm•.nabte CCect Cl+ Road Nw.air�ei r Narralivel _ ROAD COt8D4Ti0NS AT TIME OF CRASH YISION_OBSTRUCTED TRAFFIC CONTROL SITE LOCATION TRAFFICIAAY CHARACTER 01 lb Defects 01 s:en Not Cbscwed 01 No Control 01 Not Al Intersecim . RR X -mg, Br�,9� Ot SUalghf - Lmel 02 Obstrdctid:'f1:tt:'Naming 02 !nclemer.1 M h a �� 03 Spe^•.al Speed Zane I�,-�'f -�I 02 At IrlerseC:Un I r.,2 S'raight - Upgrade i G3 C@slruc5r,n :ffimWt `1:arndrg 03 Parked ! Sr 1i h.;le ':,� 11 -jj C3 Speed CJntrci Ci•,((,Zn I �i) - t Road Urr7er Repair ! CtryructlCn I G- t_=1 103 'nlluenxd Ey ir!orurcron ”{ pr wngn!de 04 Trees: Crop, : Buster I OL Srhod Zve ' 04 Dnw ay Axess L- 03 Carve - Lwel S Lisa Sumacs Maters; 05 Loaf s Vewp 05 T26ic Signal 11 POSted No U-7-urn G5 R.akoad It Pinola Qr C. me Sndu�ers -Solt ; low I ol�ry I G4 rve - Upgrade' F'9i' O6 Bo,k4ng, Fixed C.W i 06 Slop Sign 12 No P:sSU!g Zr r e 05 Bridge 12 Toa Sao# C1rm ads )7 Holes Ruts f Unsafe %aved Edge 07 Signs. BO�anrds ' 07 YiNd Sign 77 All rYdrer ;Ez,Nainn 07 Entmrce Rama 13 P.,Dtrc Bus Stag Zo. ^e Tf PE SHOULDER 78 S andafg 1Na er 08 Fog 06 Flash -rig Light NanaGre) 06 Exo Ramp 77 All Other (Explain in 01 Favetl Pdrshud Road Surface 09 Smoke 77 Ae CXnw !Explain 00 Ra4road Signal ;Y, Qarkrng Ld- F:p!ie Narrative) 02 Urrrave-0 7 Aa Omer iEyWain to Narrative) -�. gpersor, 10 Park Ld - Prvate J3 Curb ]- !G Glare in t0 0!IicerJGuardlFEa ' ®�I HSMV -90006 Rev. Od /OA Page 2 Packet Page -393- 11/8/2011 Item 16.A.4. APPENDIX B TRAFFIC COUNTS Tindale- Oliver and Associates, Inc. Pelican Bay Blvd at Ridgewood Dr September 22, 2011 All -Way Stop Study Packet Page -394- Intersection: Pelican Bay @ Ridgewood Dr Date: April 11, 2011 �1 Source: Agnoli, Barber & Brundage, Inc. \ 11/8/2011 Item 16.A.4. Packet Page -395- Northbound Southbound Eastbound Westbound PED TOTAL VEH TOTAL Pods LT T RT Pads LT T RT Pods LT T RT Pods LT T RT ..7:00...7:15 ,.3 ,.1 :. +. 1 :.,. 30 `. -_5 1 _:..- 12:::: 2 ,i; 1 _.2 : 19.. :- .:.39. 7:15 - .7:30 1 349. ., .. 1 4 "2 15 1 - 514 50 ...,' 7:30.7:45, �, �... ,..: 7 2 '., 1 ;:.31 '.' 11 ... 5 1 - -: 1 18 ::; 7 i 4 5 16 °- =':.78 7:45 -8:00 ',1 • -8 -.1 1. -: 7 r.10 _ ,, 15 '... 10 - -.1 23. -- 4 1 e5.741 M47 +-120 8:00.8:15 7 5 3 1 32 9 1 5 4 7 31 2 1 6 48 126 8:15 - 8:30 2 7 1 4 5 13 2 3 2 25 5 6 12 47 121 8:30 - 8:45 3 5 9 5 9 3 4 2 9 33 8 20 36 143 8:45 - 9:00 4 3 3 1 13 4 3 3 8 38 10 1 25 45 8 164 `. .9:00- :9:15 - -11 3 '. 8 `: 1 -.10 - 5 1 _ -: -4 .33' -: 4 '1 .: 14 38 12 .' -" 2 t 143 . _9:15- 9:30, ,_ '14 3 8 4 ;.10: - 5 .8 38 :. 9 2 s.11 34r- 7 6 147 9:30 -9:45' ;9 2 4 `: 4 "'10! 1 9 :. 1 11 33 4 - 12 35 : 8 5 : 136 ..:; 9:45 -10:00 '•.. 71 .:: 9 ..:: 2 ., 11 ^ - <. 4 11 , °: 2 ::2 '45 ':,. '. $ ,. 2 -'. 14 40 `' 5 ': .- 6 ::.157 10:00 - 10:15 - 11 3 9 3 7 3 5 2 8 39 7 1 7 35 8 6 142 1015-1030 2 4 9 3 9 4 3 2 3 53 7 4 8 38 7 9 147 10:30. 10A5 1 4 2 4 4' 12 9 4 4 8 46 11 3 12 32 7 12 151 10:45 - 11:00 2 10 5 10 8 16 4 10 12 38 13 7 39 f 4 10 168 - 11:00- 11:15 - -_ '.. 9 3`... -. 13 2 :,'.5 :7: 2 ... _ :. 11 50. =r 12 " 2 - 10 -42'- 4 4 .:: 168 11:15 -11:30 " - °' 9 6 - 9 2 -17 `5 4 - ' °9 70 '' 18 - 15 47 °, 12 -- 2 ' 221 . 11:30.11:45 ." 2 14 !7 10 6 -13- '; 3 5 2 - - -16 47 - 12 - '. >..: - 12 .32 :: 8. .. 10 .179 11:45 - 12:00 6 7 21 20 -1 5 5 51 1 "15 51 15 2 16 43 51 9 189 12:00 - 12:15 14 2 22 12 2 13 1 14 58 9 12 47 7 1 212 12:15.12:30 1 11 7 13 9 3 2 1 6 52 8 1 8 43 7 3 171 12:30 - 12:45 19 3 20 1 11 6 4 12 2- 7 9 39 5 1 185 12:45 - 1:00 13 2 19 12 5 1 6 4 10 61 9 1 13 38 5 5 193 1:00 - .:1:15 15 3 ;r. 22 " ,7 -: 5 2 :.. .... 12 56 '.:, 10 ". 'i, .:' -6 34 > 10 - 'i .162 1:15.1:30: . s2 12: 7 12 8i:. 2 8 ', 2 1..6 44 ' 13 ;. ,, '4 37 i', 6 •.',' ". . 4 1:30. 1:45 -- h.1 c15 6 12 ,. 9. ".. " . 3 5 ,.' - :,9 56 : 8 `- 1 ..10 37 ::. 10 " :.. 2 -s180 1:45 - :2:00: 10, 19 1 7 4 6 1. 1 14 57 11 ` 1 15 38 °- 91 3 '194 2:00 - 2:15 - 9 4 13 1 8 3 5 1 12 63 4 1 9 25 7 3 162 215 - 2:30 12 5 16 1 13 2 6 1 13 56 11 2 6 34 4 4 178 2:30 - 2:45 13 6 18 4 5 10 9 58 11 10 48 7 199 2:45 - 3:00 8 5 22 1 11 2 5 2 1 10 56 8 5 37 12 3 181 3:00 -3:15 -- - 3 13 4 :. 27 2 :10: 2 2 ... - 13 59 - 8 '... -; 7 35 -. 6 - -:: 2 - ,'.186 3:15.3:30.. .'.. "- 13 1 8 21 1 1 8- 6 5 - 1 .:.: 10 42..,: 8 - - 6 38 8 =: 2 - 173 3:30 -. 3:45. -`_ =.5 - 5 19 -'2 11' ,- 2 3 1 ::. 12 52 :- 7 - 17 1 37 5 3 -175 3:45 -4:00. -_ : - -10 - -4 23 - '.'6. . 2 [. 2 .. 10- 55 9 3 39 2 - 165 4:00 - 4:15 17 6 17 4 3 6 11 50 6 5 21 3 149 4:15 -4:30 13 4 13 6 2 15 43 121 4 29 10 151 4:30 - 4:45 14 8 20 1 14 2 8 1 11 41 4 5 27 5 2 159 4:45.5:00 1 13 7 16 2 9 1 2 I1 1 39 8 9 38 3 3 156 . 5:00 -5:15: .10.' 3 35 - 6:. 3 3 t7 : 50 6 -, 7 20 3 153 :k 5:15- 5:30'; z.2 10." 5 28 7t 2 fi 2 9' 477 ::2 37 '' 8 9: 4 -5162 5:30 - 5:45'' 12' 6 : 31 '. 2 6' 5 5 9- 40 - 9 10 13 5 4 'i 2 + ,150 " SA5- 6:00: 15 6 26 5' 5 1 3" 35 9 14 28 2 '?149 6:00 - 6:15 6 2 22 1 5 2 5 2 12 35 11 4 6 26 5 7 137 6:15 - 6:30 11 5 11 4 2 3 4 30 12 2 8 38 6 2 134 6:30 - 6:45 3 12 3 14 1 4 2 3 9 29 6 13 30 2 4 127 6:45 - 7.00 14 8 3 3 1 4 16 4 6 30 3 92 7:00- 7:15': - _:. 11; - 3 11 - -....4 4:- _ _ -..1 26 12 ;.:. _ - 22 30 - -. 3 - -.. .., .127 7:15 -7:30 <`_ 15 1 7 10. 1 -,1, 1 21 4 31 22 31 68 4 1 196 7:30 -7:45' .- 15 4 3 - 2` r2 8 - - -.2 24 29 - 27 66 5 1 . 187 ' 7:45 - 8:00' "- 12 1 4 - - 4 - : 3 1 -3' 19 18 - - '- 21' 36 2 1 123 8:00 -8:15 - 4 9 6 2 1 1 i 5 15 5 1 18 2 2 68 8:15 -8:30 8 4 14 2 1 6 13 3 1 2 9 2 1 64 8:30 - 8:45 4 4 11 3 1 3 18 1 1 14 4 56 8:45 - 9:00 7 4 6 1 1 8 1 1 6 3 38 +' 9:00 -9:15 : 5, 3 1 141 3 1 2 .: 9 1 59 8 '','8 6 2 rl 3 ; '11.6 9:15 - 930.:, ,:- 1..1.. 1 8 °;_ 2= - 1 ' -3 4 _ ;..:3 14 f 1 3 76 9:30. -9 :45 - '_ `6: - 12 `'- 2 - - 1 - _ :2 5 : 2 ... 1 :.:: 52 ' . 9:45. 10 :00 -. 32 ` - 9 94 1.. 1 4 11 1 10:00 -10:15 - 6 - 5 - - - - - 3 - Packet Page -395- Tindale- Oliver and Associates, Inc. September 22, 2011 APPENDIX C DELAY STUDY Packet Page -396- 11/8/2011 Item 16.A.4. Pelican Bay Blvd at Ridgewood Dr All -Way Stop Study 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Total Number of Vehicles Stopped in the Approach at Time: Packet Page -397- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Total Number of Vehicles Stopped in the Approach at Time: Packet Page -398- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Total Number of Vehicles Stopped i Packet Page -399- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Total Number of Vehicles Stopped in the Approach at Time: i i �■ ' Packet Page -400- 11/8/2011 Item 16.A.4. n Intersection Delay Study i—N, Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Total Number of Vehicles Stopped in the Approach at Time: ' ■111 m�m�m�m�m�m�l Packet Page -401- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator. Time starting at) Total Number of Vehicles Stopped in the Approach at Time: �■ i ■� i Packet Page -402- 11/8/2011 Item 16.A.4. n Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Total Number of Vehicles Stopped in the Approach at Time: i Packet Page -403- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator. Time starting at) Total Number of Vehicles Stopped in the Approach at Time: Packet Page -404- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Approach Total Number of Vehicles Stopped in the Packet Page -405- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Total Number of Vehicles Stopped in the Approach at Time: Packet Page -406- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator. Time starting at) Total Number of Vehicles Stopped in the Approach at Time: Packet Page -407- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator., Time starting at) Total Number of Vehicles Stopped in the Approach at Time: Packet Page -408- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator. Time starting at) Total Number of Vehicles .. Stopped Packet Page -409- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator. Time starting at) Total Number of Vehicles Stopped in the Approach at Time: ■� i i i i Packet Page -410- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Stopped Total Number of Vehicles in the Approach at Time: Packet Page -411- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Packet Page -412- rolling stop 11/8/2011 Item 16.A.4. n Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Total Number of Vehicles Stopped in the Approach at Time: MEN MIM - Packet Page -413- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator. Time starting at) Total Number of Vehicles Stopped in the Approach at Time: Packet Page -414- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Total Number of Vehicles Stopped in the Approach at Time: m�m�m�m�m�m Packet Page -415- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Total Number Packet Page -416- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator. Time starting at) Total Number of Vehicles Stopped in the Approach at Time: i Packet Page -417- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Total Number of Vehicles Stopped in the Approach at Time: Packet Page -418- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Total Number of Vehicles Stopped in the Approach at Time: i i i i i Packet Page -419- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Ti m e starting at) Total Number of Vehicles Stopped in the Approach at Time: i Packet Page -420- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time starting at) Total Number of Vehicles Stopped in the Approach at Time: Packet Page -421- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator. Time Total Number of Vehicles Stopped in the Approach at Time: Packet Page -422- 11/8/2011 Item 16.A.4. n Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator: Time Total Number of Vehicles Stopped in the Approach at Time: i Packet Page -423- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator. Time Total Number of Vehicles Stopped in the Approach Packet Page -424- 11/8/2011 Item 16.A.4. Intersection Delay Study Location: Pelican Bay & Ridgewood Date: April 11, 2011 Operator. Time starting at) Stopped Total Number of Vehicles m�m�m�m�m�m Packet Page -425-