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HomeMy WebLinkAboutcocc_council_mtg_packet_20230815_add-on_itemsCITY OF CAPE CANAVERAL CITY COUNCIL MEETING • AUGUST 15, 2023 AGENDA ITEM SUMMARY • ADD -ON ITEM Subject: Approve the use of the American Rescue Plan Act funds in the amount of $425,000 to complete Veterans Memorial Park. Department: Capital Projects/Parks, Recreation and Community Affairs Summary: At the July 18, 2023 City Council Meeting, Council voted 5-0 to approve the construction of Veterans Memorial Park (VMP) to Jobear Contracting, Inc. This vote was contingent upon the approval from the Community Redevelopment Agency (CRA) Board to use CRA funds in the amount of $425,000. However, at the August 8, 2023 Special CRA Board Meeting, funding for this Project was discussed and it was decided by a 3-2 vote that American Rescue Plan Act (ARPA) funds were to be used in the construction of VMP in place of CRA funds. It is now incumbent upon the City Council to approve alternate funding for the VMP project. Submitting Department Director: Tim Carlisle for Jeff Ratliff/Molly Thomas Attachments: None Financial Impact: Depending upon Council's decision, potential impact to remaining ARPA balance could be up to $425,000, Staff time and effort to prepare this agenda item. Reviewed by Administrative/Financial Services Director: John DeLeo The City Manager recommends the City Council take the following action: Approve the use of the American Rescue Plan Act funds in the amount of $425,000 to complete Veterans Memorial Park. Approved by City Manager: Todd Morley CITY OF CAPE CANAVERAL CITY COUNCIL MEETING • AUGUST 15, 2023 AGENDA ITEM SUMMARY • ADD -ON ITEM Subject: Resolution by City Council stating the City's desire to have signalized crosswalks on A1A at Taylor Ave and also at Cape Shores. Department: City Council Summary: After reviewing the FDOT Draft Pedestrian Study (Attachment 1) and their recommendations for pedestrian crossing installations I feel that these are considerably short of the desired solutions for the safety of our residents. The FDOT recommended pedestrian refuge islands present an enticement for pedestrians to take unnecessary risks in crossing A1A against traffic. It is my request to present an additional resolution similar to Resolution No. 2023-02 (Attachment 2) to FDOT from City Council making the formal request in updating the City's list of priorities for signalized pedestrian crossings along this corridor specifically at Taylor Ave. and Cape Shores/Hayes Ave. Submitting Council Member: Council Member Willis Attachments: 1. Draft Pedestrian Study SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive 2. Resolution No. 2023-02 ATTACHMENT 1 Draft Pedestrian Study SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive BREVARD COUNTY SECTION 70080000 M I LE POI NT 1.807 to 1.918 Prepared for: The Florida Department of Transportation District 5 Traffic Operations 719 South Woodland Boulevard DeLand, Florida 32720 FDOT Continuing Services Contract for Traffic Engineering Financial Project No. 237974-1-32-18 Contract Number CA648 Work Order No. 111 Study 3 June 2023 The findings and recommendations provided in this document are provided for discussion purposes only. This document is not yet complete, and the process of acquiring relevant data is on -going. PROFESSIONAL ENGINEER CERTIFICATE I hereby certify that I am a registered engineer in the State of Florida practicing with Faller Davis & Associates, Inc. (Vendor No. 59-2594956), and that I have reviewed or approved the evaluation, findings, opinions, conclusions, or technical advice hereby reported for: PROJECT: Continuing Services Contract for Traffic Engineering FPID NO: 237974-1-32-18 REPORT: TWO 111, Study 3 - SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive Draft Pedestrian Study The attached pedestrian study contains depictions of existing field conditions, traffic volumes, collision data, operational observations, safety analysis, and recommendations for improvements for the above referenced project. I acknowledge that the procedures and references used to develop the conclusions contained in this document are standard to the professional practice of civil engineering as applied through professional judgment and experience. SIGNATURE: DATE: NAME: Benjamin M. Hargis P.E. NUMBER: 85423 PHONE: (407) 644-2116 Faller, Davis & Associates, Inc. 2301 Maitland Center Parkway, Suite 265 Maitland, Florida 32751 SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive FPN 237974-1-32-18, TWO 111, Study 3 Port ab„ Canaveral 62 Cheflenge/ Rd EAMannsRd V Laguna Ln ar." Cantra4 gN Mamma Dreelmr Beerier, • `.'-1, Ville No, w ' t y O km es Ln i # Chendlet S. clone Garonne 9t a Coral 0..As woods Bru 3 c °57,8trd (Manatee Bay Dr SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive Pedestrian Study Limits W Sa Anchorage Ave Oas Ln 2 Columbia Pr"�6hurch Ln Long Pafr4 �Rd C.ntr ad B lad L Sur/ Ds �:firr to LEwr Finrri I. Fa& R. nrs. rw.F • Adams Ave ao Jefferson Are e b a MonraeAve :.enarwrad Cary • Jackson are r.ir 4.e• Pierce Ave =.1le ellenanan Are ♦is; Lncoln Ave Johnson Ave Saba' Grant Ave Mayes Ava nb r:w..r.a fa.. .. r5 Project Location Map 1 SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive FPN 237974-1-32-18, TWO 111, Study 3 Summary of Existing Conditions Feature Description Main Street • SR A1A Location • Taylor Avenue (MP 1.807) to Tyler Avenue/Riverside Drive (MP 1.918) Area Location • The study section is located in front of Cape Canaveral City Hall (Brevard County), approximately 1.8 miles north of SR 520 Surrounding Development • Residential, commercial, recreational, and City Hall Adjacent Signalized Intersections • • North Approach: Jackson Avenue, approximately 0.1 miles north of the study section South Approach: Buchanan Avenue/Center Street, approximately 0.2 miles south of the study section Typical Section • Four -lane roadway divided by a two-way left turn lane (TWLTL) with an open drainage system and sidewalks along both sides of the roadway Posted Speed Limit • 40 mph Functional Class • Urban Principal Arterial Context Class • C4 - Urban General Pedestrian Generators • City Hall, residences, recreation facilities, transit stops, and local businesses 2 SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive FPN 237974-1-32-18, TWO 111, Study 3 QUALITATIVE ASSESSMENT SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive was observed by a registered professional engineer during the peak period of pedestrian activity (1:45 to 4:15 PM) on Saturday, May 27, 2023. The roadway section was reviewed to assess existing operating conditions and to determine what, if any, modifications are needed to improve safety and efficiency for the traveling public. Request: FDOT has requested that the operation of pedestrian movements be reviewed to determine if a crosswalk should be installed in the study section. Operations: Operations include the efficiency of operation and interaction of motor vehicles, pedestrians, and bicycles at the intersection. Following are the observations relating to these factors: • A pedestrian/bicycle crossing count was performed on Saturday, May 6, 2023, from 10:00 AM to 6:00 PM. Pedestrian movements from approximately 100 feet south of Taylor Avenue to approximately 100 feet north of Tyler Avenue/Riverside Drive were recorded. o Ten (10) pedestrians (5 eastbound/5 westbound) and 4 bicyclists (2 eastbound/2 westbound) crossed SR A1A during the 8-hour count period. Ten (10) of the 14 crossings were near Tyler Avenue. o The peak hour of pedestrian/bicyclist crossings was 6 pedestrian crossings from 2:15 to 3:15 PM. • Traffic along the corridor is moderate with an Annual Average Daily Traffic (AADT) volume of 33,500 vpd (Florida Traffic Online 2022 count station 700135 - SR A1A, 0.019 miles north of Hendry Avenue). • Vehicles typically arrived into the study section in platoons from the adjacent traffic signals at Buchanon Avenue/Center Street (0.2 miles south) and Jackson Avenue (0.1 miles north). While gaps were not frequently available in both directions of travel simultaneously, the two-way left turn lane was typically used to complete the pedestrian crossings in 2 stages. Directional gaps in traffic of approximately 20 seconds were frequently available with less than 2 minutes of waiting. o The two-way left turn lane was not typically congested, and no issues were observed between vehicles and pedestrians in the two-way left turn lane. 3 SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive FPN 237974-1-32-18, TWO 111, Study 3 • Light pedestrian activity was observed during the field review. There were 10 pedestrian crossings (5 eastbound/5 westbound) during the 2.5-hour observation period. No bicyclist crossings were observed. o The crossing locations were evenly distributed along the study section. o Eight (8) of the 10 pedestrians crossing SR A1A paused in the two-way left turn lane to wait for a gap in traffic before completing the second stage of the crossing. These pauses did not exceed 30 seconds. • There are no marked pedestrian crossings within the immediate vicinity of the study section. However, there are signalized pedestrian crossings at the intersections of Buchanan Avenue/Center Street (0.2 miles south) and N Atlantic Avenue (0.2 miles north). • Northbound and southbound vehicles on SR A1A appeared to travel at the 40-mph posted speed limit. No excessive speeding was observed. • The lines of sight along SR A1A within the study section are unobstructed as the roadway alignment is straight and level. Safety: Vehicle, pedestrian, and bicycle safety at the intersection are assessed through review of crash reports, identification of significant crash trends, and field observations. Crash data was obtained from the University of Florida's Signal Four Analytics for SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive for the 36-month period ending December 31, 2022. The 7 crashes were comprised of 2 sideswipe collisions, 1 rear end collision, 1 left turn collision, 1 right turn collision, 1 head on collision, and 1 pedestrian collision. The collisions resulted in 4 injuries and no fatality. Two (2) crashes occurred during low -lighting conditions, and 1 of the crashes occurred on a wet road surface. • The pedestrian crash (5/20/2022) occurred when a pedestrian was crossing eastbound on SR A1A near Tyler Avenue/Riverside Drive and was struck by a westbound left -turning vehicle, resulting in an injury to the pedestrian. The crash report indicated the collision occurred in darkened, unlit conditions. • In addition to the crash data period, pedestrian/bicyclist-related crashes during the last 10 years were searched. The following relevant crashes were found: o A pedestrian collision resulting in a fatality occurred on February 17, 2023. A crash report was not available at the time of this draft report; however, a local news article states that the collision occurred while the pedestrian was crossing SR A1A near the Cape Canaveral City Hall. 4 SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive FPN 237974-1-32-18, TWO 111, Study 3 o A pedestrian fatality occurred on September 30, 2017 (HSMV #84434211). The pedestrian was crossing SR A1A moving westbound near Taylor Avenue and was struck by a southbound vehicle in the outside travel lane. A southbound motorist in the inside travel lane reportedly swerved to avoid the pedestrian a moment before the collision occurred. The crash report indicated the collision occurred during darkened conditions when the street lights were disabled by hurricane damage. A summary of the crash statistics is presented in the table below. Crash Statistics (1/1/20 to 12/31/22) Collision Type _ 1/1/20 1/1/21 1/1/22 Average to to to per 12/31/20 12/31/21 12/31/22 Total Year Sideswipe 0 0 2 2 0.7 Rear End 0 1 0 1 0.3 Left Turn 0 0 1 1 0.3 Right Turn 0 0 1 1 0.3 Head On 0 0 1 1 0.3 Pedestrian 0 0 1 1 0.3 Totals 0 1 6 7 2.3 Severity Number of Fatalities 0 0 0 0 0.0 Number of Injuries 0 0 4 4 1.3 Road Surface Dry 0 0 6 6 2.0 Wet 0 1 0 1 0.3 Totals 0 1 6 7 2.3 Lighting _ Daylight 0 1 4 5 1.7 Dark - Lighted 0 0 1 1 0.3 Dark - Not Lighted 0 0 1 1 0.3 Totals 0 1 6 7 2.3 Contributing Cause Careless Driving 0 1 2 3 1.0 FTYRVV 0 0 3 3 1.0 Swerved or Avoided Crash 0 0 1 1 0.3 Totals 0 1 6 7 2.3 Maintenance: In addition to observing operational and safety conditions, correctable maintenance items are also identified during the field review. No maintenance items were observed within the study section. 5 SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive FPN 237974-1-32-18, TWO 111, Study 3 PEDESTRIAN CROSSING ANALYSIS Potential pedestrian crossing treatments for the study section were assessed based on the requirements of Section 5.2 of the TEM. TEM Section 5.2.4 (6) Safety Considerations The following conditions should be satisfied for crosswalks: (a) Adequate stopping sight distance at marked crosswalk The stopping sight distance to a proposed crosswalk location within the study section will be unobstructed due to minimal horizontal and vertical curvature along SR A1A within the study section. (b) Illumination at crosswalk Some street lighting is currently provided within the study section; however, a lighting analysis would need to be performed to determine if any supplemental lighting is needed to meet FDM criteria for crosswalk lighting. (c) For a roadway with five (5) or more lanes, a refuge island or raised median to facilitate a two -stage crossing SR A1A is a four -lane roadway with a TWLTL. A median refuge would need to be constructed to provide a two -stage crossing. (d) Appropriate bus stop location to minimize conflicts with transit vehicles Space Coast Area Transit Route 9 has northbound and southbound bus stops in the vicinity of Tyler Avenue/Riverside Drive. The study location meets these criteria. TEM Section 5.2.5.1 Criteria for Marked Crosswalk (1) Proximity to significant generators and attractors The following attractors and generators are located near the study section: City Hall, residences, recreation facilities, bus stops, and local businesses. (2) Recommended Levels of Pedestrian Demand The pedestrian demand volume threshold does not need to be met since the context classification for the study corridor is C4 — Urban General. 6 SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive FPN 237974-1-32-18, TWO 111, Study 3 (3) Minimum Location Characteristics (a) A minimum vehicular volume of 2,000 Average Daily Traffic (ADT) along the roadway segment. According to Florida Traffic Online 2022 count data for count station 700135 - SR A1A, 0.019 miles north of Hendry Avenue), the Annual Average Daily Traffic is 33,500 vpd. (b) Minimum distance to nearest alternative crossing location is 300 feet per the FDM, Chapter 222, Pedestrian Facilities. There are no alternative crossing locations within 300 feet of the study section. (c) The proposed location must be outside the influence area of adjacent signalized intersections, including the limits of the auxiliary turn lanes. The adjacent traffic signals are at Jackson Avenue, approximately 0.1 miles north of the study section, and Buchanan Avenue/Center Street, approximately 0.2 miles south of the study. Queues from these traffic signals were not observed to extend near the study section. Based on the results of the pedestrian crossing analysis: • Though the study location meets the requirements of TEM 5.2.4 (6) and 5.2.5.1, pedestrian demand was low, and the field review indicated that pedestrian crossings are spread out through the study corridor. Since pedestrians were observed staging in the two-way left turn lane and there have been three fatal pedestrian crashes, pedestrian refuge islands should be installed south of Taylor Avenue and between Richie Avenue and Hitching Post Road. Additionally, W11-2 (Pedestrian) warning signs with flashing beacons and W16-3aP (Next 1/2 Mile) plaques should be installed just north of Buchanon Avenue/Center Street and just north of Harrison Avenue. • A marked pedestrian crossing is not recommended since a concentration of pedestrian crossings was not observed during the engineering review. • The installation of Rectangular Rapid Flashing Beacons (RRFB) or Pedestrian Hybrid Beacons (PHB) is not recommended since a marked pedestrian crossing is not being considered. 7 SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive FPN 237974-1-32-18, TWO 111, Study 3 RECOMMENDATIONS Based on the traffic data, crash analysis, field observations, and engineering judgment, the following recommendations were developed: • A marked crosswalk is not recommended within the study section. • Pedestrian refuge islands should be installed south of Taylor Avenue and between Richie Avenue and Hitching Post Road. • W11-2 (Pedestrian) warning signs with flashing beacons and W16-3aP (Next 1/2 Mile) plaques should be installed just north of Buchanon Avenue/Center Street and just north of Harrison Avenue. 8 SR A1A from Taylor Avenue to Tyler Avenue/Riverside Drive FPN 237974-1-32-18, TWO 111, Study 3 SR A1A Typical Section Photographs Looking north along SR A1A Looking south along SR A1A 9 I-1 CONTROLLER CABINET O TRAFFIC SIGNAL POLE SIGNAL HEAD • SIGN \\ % �a^r ci�uDI4. N r Atlantic Ave � >T�' • ` I I ICI LIB I TI (D ~I I 1J IS / DELINEATOR POWER POLE 0-0 LIGHT POLE PEDESTRIAN SIGNAL DITCH BOTTOM INLET FIRE HYDRANT MITERED END SECTION DRAINAGE INLET BIKE RACK FENCE GUARDRAIL PEDESTRAIN RAILING 6/7/2023 C,fi c • -4'01 -cI { 1- }I _� e.r DI4UDI+ N Atlantic Ave FALLER, DAVIS & ASSOCIATES, INC. 2301 MAITLAND CENTER PARKWAY SUITE 265 MAITLAND, FL 32751 CONDITION DIAGRAM CONTINUING SERVICES CONTRACT FOR TRAFFIC ENGINEERING PAGE NO. 10 b haggis 12:19:24 PM VAtpafile02VnetfolderV605.00 2019 D5 CSC Traffic Ops\Tll/0 111 - Klttleson SWA SR A]A Pedestrian studyADGNVCondition Diagram.dgn Ox FATAL 0 INJURY COLLISION NUMBER - REAR END - SIDESWIPE OUT OF CONTROL 1 ' BACKED INTO (-► RIGHT TURN HIT BIKE ANGLE N0 CRASHES REPORTED WITHIN THE STUDY SECTION FROM 1/1/2020 TO 12/31/2020 LEFT TURN OVERTURNED HEAD ON OTHER FIXED OBJECT HIT TREE HIT SIGN HIT UTILITY POLE HIT PEDESTRIAN FALLER, DAVIS & ASSOCIATES, INC. 2301 MAITLAND CENTER PARKWAY SUITE 265 MAITLAND, FL 32751 YEAR 1 (1 /1 /2020 - 12/31/2020) COLLISION DIAGRAM CONTINUING SERVICES CONTRACT FOR TRAFFIC ENGINEERING PAGE NO. 11 b haggis 6/7/2023 12:19'34 PM VAtpafile02VnetfolderV605. 00 2019 D5 CSC Traffic Ops\TVIO 111 Klttleson SWA SR A]A Pedestrian studyADGNVCollision Diagrams.dgn COLLISION SUMMARY Section: 70080000 State Road: SR A1A Roadway Segment: Taylor Avenue to Tyler Avenue/Riverside Drive Source Data: Signal Four Analytics Study Period: From 1 /1 /2020 To 12/31/2020 12 Months County: Brevard Milepoints: 1.807 - 1.918 No. HSMV No. Date Day of Week Time Alcohol/ Drugs Lighting Number of Number of Roadway Surface Fatalities Injuries Harmful Event Contributing Cause No crashes reported within the study section from 1/1/2020 to 12/31/2020. Total Number of Total Number of Total Number of Alcohol/ Crashes Fatalities Injuries Drugs Daylight Dusk SUMMARY Dawn Dark - Not Dark - Unknown Dark - Lighted Lighted Lighting Dry Wet 0 0 0 0 0 0 0 0 0 0 0 0 100% N/A N/A 0% 0% 0% 0% 0% 0% 0% 0% 0% Rear End Sideswipe Angle Left Turn Right Turn Head On Pedestrian Bicycle Backed Into Animal Rollover Moveable Object I 0% 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% 0 0 0 0 0 0 0 0 0 0 0 0 0% Fell/Jumped from Motor Vehicle Thrown or Falling Ran into Object Railway Vehicle Parked Vehicle Water/Canal Impact Work Zone/Maint Atten/Crash Equip Cushion Bridge Pier or Bridge OH Structure Support Bridge Rail Culvert Curb I 0% 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% 0 0 0 0 0 0 0 0 0 0 0 0 0% Ditch Concrete Traffic Other Traffic Embankment Guardrail Face Guardrail End Cable Barrier Barrier Barrier Traffic Sign Traffic Signal Tree (standing) Utility/Light Pole Support Support Fence I 0% 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% 0 0 0 0 0 0 0 0 0 0 0 0 0% Mailbox Other Fixed Object I 0% 0% 0 0 Unknown/Not Coded No Contributing Action Careless Driving FTYRW Improper Backing Improper Turn Followed too Closely Ran Red Light Drove too Fast for Conditions Ran Stop Sign Improper Passing Exceeded Posted Speed 0 0% 0 0% Wrong Side or Failed to Keep in Wrong Way Proper Lane 0 0% 0 0% 0 0% Ran off Roadway 0 0% 0 0% Disregarded other Traffic Sign 0 0% 0 0% 0 0% 0 0% 0 0% 0 0% Over- Other Disregarded Correcting/Over- Swerved or Erratic or Aggressive Contributing Road Markings Steering Avoided Crash Driving Action 0 0% 0 0% 0 0% 0 0% 0 0% 0 0% 0 0% 0 0% 12 Ox FATAL 0 INJURY COLLISION NUMBER - REAR END - SIDESWIPE OUT OF CONTROL 1 ' BACKED INTO (-► RIGHT TURN HIT BIKE ANGLE LEFT TURN OVERTURNED HEAD ON OTHER FIXED OBJECT HIT TREE HIT SIGN HIT UTILITY POLE HIT PEDESTRIAN FALLER, DAVIS & ASSOCIATES, INC. 2301 MAITLAND CENTER PARKWAY SUITE 265 MAITLAND, FL 32751 YEAR 2 (1/1/2021 - 12/31/2021) COLLISION DIAGRAM CONTINUING SERVICES CONTRACT FOR TRAFFIC ENGINEERING PAGE NO. 13 b haggis 6/7/2023 12:19:49 PM VAtpafile02VnetfolderV605. 00 2019 D5 CSC Traffic Ops\TVIO 111 Klttleson SWA SR A]A Pedestrian studyADGNVCollision Diagrams.dgn COLLISION SUMMARY 1 Section: 70080000 State Road: SR A1A Roadway Segment: Taylor Avenue to Tyler Avenue/Riverside Drive Source Data: Signal Four Analytics Study Period: From HSMV No. 24130493 1 /1 /2021 Alcohol/ 12/31/2021 12 County: Brevard Milepoints: 1.807 - 1.918 Months Number of Number of Date Day of Week Time Drugs Lighting Roadway Surface Fatalities Injuries Harmful Event Contributing Cause 06/30/21 Wednesday 16:01 Daylight Wet 0 0 Rear End Careless Driving Total Number of Total Number of Total Number of Alcoho Crashes Fatalities Injuries Drugs aylight usk SUMMARY Dawn Dark - Dark Dark - Light LightedLighting Wet 1 0 0 0 1 0 0 0 0 0 0 1 100% N/A N/A 0% 100% 0% 0% 0% 0% 0% 0% 100% Rear End Sideswipe Angle Left Turn Right Turn Head On Pedestrian Bicycle Backed Into Animal Rollover Moveable Object I100% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0 0% Fell/Jumped Impact from Motor Thrown or Falling Ran into Work Zone/Maint Atten/Crash Vehicle Object Railway Vehicle Parked Vehicle Water/Canal Equip Cushion Bridge OH Structure Support Bridge Rail Culvert Bridge Pier or Curb I 0% 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% 0 0 0 0 0 0 0 0 0 0 0 0 0% Ditch Concrete Traffic Other Traffic Traffic Sign Traffic Signal Embankment Guardrail Face Guardrail End Cable Barrier Barrier Barrier Tree (standing) Utility/Light Pole Support Support Fence I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% 0 0 0 0 0 0 0 0 0 0 0 0 0% Mailbox Other Fixed Object I 0% 0% 0 0 Unknown/Not Coded No Contributing Action Careless Driving FTYRW Improper Backing Improper Turn Followed too Closely Ran Red Light Drove too Fast for Conditions Ran Stop Sign Improper Passing Exceeded Posted Speed 0 0% 0 0% Wrong Side or Failed to Keep in Wrong Way Proper Lane 0 0% 0 0% 1 100% Ran off Roadway 0 0% 0 0% Disregarded other Traffic Sign 0 0% 0 0% 0 0% 0 0% 0 0% 0 0% Over- Other Disregarded Correcting/Over- Swerved or Erratic or Aggressive Contributing Road Markings Steering Avoided Crash Driving Action 0 0% 0 0% 0 0% 0 0% 0 0% 0 0% 0 0% 0 0% 14 Ox FATAL 0 INJURY COLLISION NUMBER - REAR END - SIDESWIPE OUT OF CONTROL 1 ' BACKED INTO �► RIGHT TURN HIT BIKE ANGLE LEFT TURN OVERTURNED HEAD ON OTHER FIXED OBJECT HIT TREE HIT SIGN HIT UTILITY POLE HIT PEDESTRIAN FALLER, DAVIS & ASSOCIATES, INC. 2301 MAITLAND CENTER PARKWAY SUITE 265 MAITLAND, FL 32751 YEAR 3 (1 /1 /2022 - 12/31/2022) COLLISION DIAGRAM CONTINUING SERVICES CONTRACT FOR TRAFFIC ENGINEERING PAGE NO. 15 b haggis 6/7/2023 12:20:01 PM VAtpafile02VnetfolderV605.00 2019 D5 CSC Traffic Ops\TVIO 111 Klttleson S1NA SR A]A Pedestrian studyADGNVCollision Diagrams.dgn COLLISION SUMMARY No. Section: 70080000 State Road: SR A1A Roadway Segment: Taylor Avenue to Tyler Avenue/Riverside Drive Source Data: Signal Four Analytics Study Period: From HSMV No. 1 /1 /2022 Date Day of Week Time County: Brevard Milepoints: 1.807 - 1.918 To 12/31/2022 12 Months Alcohol/ Number of Number of Drugs Lighting Roadway Surface Fatalities Injuries Harmful Event N Daylight Dry 0 0 Dark - N Dry0 1 Lighted Dark - Not N Dry0 1 Lighted Y Daylight Dry 0 1 N Daylight Dry 0 0 N Daylight Dry 0 1 Contributing Cause 1 2 3 4 5 6 24130801 24130965 24131019 24597632 24597667 24597675 01/05/22 04/29/22 05/20/22 07/24/22 08/26/22 08/31/22 Wednesday Friday Friday Sunday Friday Wednesday 15:43 20:20 20:02 19:40 8:46 6:46 Right Turn Head On Pedestrian Sideswipe Sideswipe Left Turn FTYRW Swerved or Avoided Crash FTYRW Careless Driving Careless Driving FTYRW 16 COLLISION SUMMARY Section: 70080000 State Road: SR A1A Roadway Segment: Taylor Avenue to Tyler Avenue/Riverside Drive Source Data: Signal Four Analytics Study Period: From 1/1/2022 To 12/31/2022 12 Months County: Brevard Milepoints: 1.807 - 1.918 Total Number of Total Number of Total Number of Alcohol/ Crashes Fatalities Injuries 6 100% 0 N/A 4 N/A Drugs 1 17% Daylight 4 67% Dusk 0 0% SUMMARY Dawn 0 0% Dark - Lighted 1 17% Dark - Not Lighted 1 17% Dark - Unknown Lighting 0 0% Dry 6 100% Wet 0 0% Rear End Sideswipe Angle Left Turn Right Turn Head On Pedestrian Bicycle Backed Into Animal Rollover Moveable Object I 0% 33% I 0% I 17% I 17% I 17% I 17% I 0% I 0% I 0% I 0% 0 2 0 1 1 1 1 0 0 0 0 0 0% Fell/Jumped Impact from Motor Thrown or Falling Ran into Work Zone/Maint Atten/Crash Vehicle Object Railway Vehicle Parked Vehicle Water/Canal Equip Cushion Bridge OH Structure Support Bridge Rail Culvert Bridge Pier or Curb I0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0 0% Ditch Concrete Traffic Other Traffic Traffic Sign Traffic Signal Embankment Guardrail Face Guardrail End Cable Barrier Barrier Barrier Tree (standing) Utility/Light Pole Support Support Fence I 0% 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% I 0% 0 0 0 0 0 0 0 0 0 0 0 0 0% Mailbox Other Fixed Object 0 I 0 0% 0% Unknown/Not Coded No Contributing Action Careless Driving FTYRW Improper Backing Improper Turn Followed too Closely Ran Red Light Drove too Fast for Conditions Ran Stop Sign Improper Passing Exceeded Posted Speed 0 0% 0 0% Wrong Side or Failed to Keep in Wrong Way Proper Lane 0 0% 0 0% 2 33% Ran off Roadway 0 0% 3 50% Disregarded other Traffic Sign 0 0% 0 0% 0 0% 0 0% 0 0% 0 0% Over- Other Disregarded Correcting/Over- Swerved or Erratic or Aggressive Contributing Road Markings Steering Avoided Crash Driving Action 0 0% 0 0% 1 17% 0 0% 0 0% 0 0% 0 0% 0 0% 17 I-1 CONTROLLER CABINET O TRAFFIC SIGNAL POLE SIGNAL HEAD • SIGN PLACE W11-2 (PEDESTRIAN) WARNING SIGN WITH FLASHING BEACON AND W16-3aP (NEXT 1/2 MILE) PLAQUE JUST NORTH OFF BUCHANON AVENUE/CENTER STREET IVERIFY NO CONFLICTING SIGNING) DELINEATOR POWER POLE o- - LIGHT POLE PEDESTRIAN • SIGNAL DITCH BOTTOM INLET FIRE HYDRANT MITERED END SECTION DRAINAGE INLET BIKE RACK FENCE GUARDRAIL PEDESTRAIN RAILING 6/7/2023 .34 -- .PLACE WII-2 (PEDESTRIAN) WARNING SIGN WITH FLASHING BEACON AND W16-3aP (NEXT 1/2 MILE) PLAQUE JUST NORTH OF HARRISON AVENUE VERIFY NO CONFLICTING 1 SIGN )F INSTALL PEDESTRIAN REFUGE ISLANDS IN EXISTING TWO-WAY LEFT TURN LANE FALLER, DAVIS & ASSOCIATES, INC. 2301 MAITLAND CENTER PARKWAY SUITE 265 MAITLAND, FL 32751 CONCEPTUAL IMPROVEMENT DIAGRAM CONTINUING SERVICES CONTRACT FOR TRAFFIC ENGINEERING PAGE NO. 18 b haggis 4.00:35 PM VAtpafile02VnetfolderV605. 00 2019 D5 CSC Traffic Ops\TVIO 111 Klttleson S1NA SR AIA Pedestrian studyADGNVConce ptual Diagram. dgn Appendix FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2022 HISTORICAL AADT REPORT COUNTY: 70 BREVARD SITE: 0135 ON A1A, 0.019 MI. N OF HENDRY AVE (UVL) HPMS YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2022 33500 F N 16500 2021 33500 C N 16500 2020 33500 F N 15500 2019 34500 C N 16000 2018 28500 C N 16000 2017 30500 F N 13500 2016 29000 C N 13000 2015 29000 C N 16000 2014 30000 C N 15500 2013 31000 C N 16500 2012 35500 C N 18500 2011 33000 C N 17000 2010 35500 C N 18000 2009 33500 C N 17000 2008 42000 C N 21500 2007 37000 C N 19000 S 17000 S 17000 S 18000 S 18500 S 12500 S 17000 S 16000 S 13000 S 14500 S 14500 S 17000 S 16000 S 17500 S 16500 S 20500 S 18000 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 10.91 11.80 11.37 9.20 53.90 4.20 54.30 4.20 55.00 11.10 54.70 11.10 54.10 5.00 54.30 15.70 53.40 15.70 53.80 5.10 53.80 3.60 54.20 5.90 53.60 3.80 54.30 4.20 56.02 3.40 61.02 3.50 57.79 3.70 54.21 3.70 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES ATTACHMENT 2 RESOLUTION NO. 2023-02 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAPE CANAVERAL, BREVARD COUNTY, FLORIDA; MODIFYING AND UPDATING THE CITY'S LIST OF STATE ROAD A1A IMPROVEMENT PRIORITIES; REQUESTING THE FLORIDA DEPARTMENT OF TRANSPORTATION PROVIDE AN UPDATED TRAFFIC STUDY FOR THE PORTION OF STATE ROAD A1A LOCATED WITHIN THE CITY OF CAPE CANAVERAL; PROVIDING FOR THE REPEAL OF PRIOR INCONSISTENT RESOLUTIONS, SEVERABILITY AND AN EFFECTIVE DATE. WHEREAS, the Florida Department of Transportation ("FDOT"), the Space Coast Transportation Planning Organization ("SCTPO") and the A1A Action Team, which consists of a group of organizations, businesses and residents along the State Road (SR) A1A Corridor, seek to address multimodal transportation along SR A1A from the Pineda Causeway (SR 404) to SR 528 in the City of Cape Canaveral; and WHEREAS, a recent widely published report titled Dangerous by Design (2019) by Smart Growth America ("Report") ranked the Space Coast Area as the third most dangerous metro area for pedestrians in the United States; and WHEREAS, the findings contained in the Report provide that policies and funding mechanisms that have been in place for decades have created designs that make streets more unsafe because such policies and funding mechanisms continue to prioritize moving vehicles quickly and efficiently over public safety for all people especially pedestrians, bicyclists and other users of multimodal transportation options; and WHEREAS, the City Council continues to strongly emphasize, as a matter of local policy, that bicycle, multimodal and pedestrian safety/connectivity throughout the SR A1A corridor be given more consideration and emphasis to address the public safety needs of all people required to use SR A1A for transportation and connectivity within the City of Cape Canaveral; and WHEREAS, based on public concerns and experience expressed to the City over the years, the City Council believes that any future designs for SR A1A improvements must encourage safer, slower driving speeds to improve public safety on SR A1A; and WHEREAS, the City Council desires to transform SR A1A into a safe, more resilient, and efficient multimodal corridor that connects and supports the economic viability of the City of Cape Canaveral and is also aesthetically pleasing while providing a sense of community through innovation, design, safety and connectivity; and WHEREAS, the City Council intends to streamline development of feasible improvement strategies to address locally identified transportation, community planning and urban design issues such as corridor beautification, way -finding signage, undergrounding of utilities, traffic calming devices, pedestrian and bicycle facility enhancements, improved transit service, intersection improvements and other infrastructure improvements; and City of Cape Canaveral Resolution 2023-02 Page 1 of 3 WHEREAS, the City Council desires to promote the safety, efficiency, innovation, design, connectivity and aesthetics of the SR A1A corridor and has prioritized the City's desired improvements related to that portion of the SR A1A corridor located within the City; and WHEREAS, on July 15th, 2014 the City Council approved Resolution No. 2014-22 approving the City's initial list of SR A1A Improvement Priorities, and said list was modified and updated by Resolution No. 2015-06 which was approved by the City Council on May 19, 2015, by Resolution No. 2018-01 which was approved by the City Council on February 20, 2018, and again by Resolution No. 2019-01 on March 19, 201, and again by Resolution 2022-16 on August 16, 2022; and WHEREAS, the City Council recognizes that circumstances continue to change since the City last updated its list of SR A1A Improvement Priorities, and therefore, the City Council desires to modify and update its list of SR A1A Improvement Priorities; and WHEREAS, the City Council also desires to emphasize that based on extensive public input, the City Council does not support a roundabout at the intersection SR A1A and International Drive, and supports the construction of raised medians from George King Boulevard to International Drive for purposes of improving safe vehicular access management along SR A1A; and WHEREAS, particularly, the City Council is aware of an increase in City-wide bicycle ridership and pedestrian activity that requires the City to continue to promote and prioritize safe and attractive bicycle and pedestrian crossings and amenities along SR A1A; and WHEREAS, the City Council is also aware of current and on -going positive growth projections for the Space Industry, Port Canaveral, and tourism within the Cape Canaveral area and this projected positive growth requires that the City Council promote and prioritize safety enhancements to SR A1A consistent with the City's ongoing branding initiative and strategic vision for the Cape Canaveral Community; and WHEREAS, the City Council acknowledges and appreciates that efforts are currently being made by FDOT and SCTPO on the Long Point Road -to -George King Boulevard Curb and Gutter Design Project and the International Drive Realignment Design Project which should provide some local improvement consistent with the concerns and priorities expressed by the City Council in this Resolution; and WHEREAS, in order to manage the positive growth projections anticipated within the City of Cape Canaveral and surrounding area, the City Council desires FDOT to provide an updated traffic study for that portion of the SR A1A corridor located within the City of Cape Canaveral, where such traffic study accounts for the increase in bicycle ridership and pedestrian activity, on- going growth projections for the Space Industry/Port Canaveral/tourism including seasonal variations to be used to plan and guide future development projects within the City. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Cape Canaveral, Florida: Section 1. Recitals. The foregoing recitals contained in the preamble to this Resolution are incorporated by reference herein. City of Cape Canaveral Resolution 2023-02 Page 2 of 3 Section 2. Approval of SR A1A Priorities. The City Council of the City of Cape Canaveral hereby approves a modified list of the City's priorities for improvements to that portion of SR A1A within the City of Cape Canaveral, as attached hereto and incorporated herein by reference as Exhibit "A". Section 3. Request for Updated Traffic Study. The City Council of the City of Cape Canaveral hereby requests FDOT coordinate with the City to periodically provide updated traffic study information for that segment of SR A1A located within the City of Cape Canaveral in order to provide meaningful data to be used in planning future SR A1A improvements, addressing bicycle ridership and pedestrian activities, safety and uses, on -going growth projections for the Space Industry/Port Canaveral/tourism including seasonal variations to be used to plan and guide future development projects within the City. Section 4. Repeal of Prior Inconsistent Resolutions. All resolutions or parts of resolutions in conflict herewith are hereby repealed to the extent of the conflict. Section 5. Severability. If any section, subsection, sentence, clause, phrase, word or portion of this Resolution is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion hereto. Section 6. Effective Date. This Resolution shall become effective immediately upon adoption by the City Council of the City of Cape Canaveral, Florida. ADOPTED in a Regular Meeting of the City Council of the City of Cape Canaveral, Florida, this 21 st day of February 2023. ATTEST: Mia Goforth, CMC, City Clerk: Approved as to legal form and sufficiency For the CiCape Canaveral only by: Wes Morrison, Mayor Name FOR Kim Davis Mickie Kellum second Wes Morrison Angela Raymond x Don Willis Autism - Anthony A. Garganese, City Attorney City of Cape Canaveral Resolution 2023-02 Page 3 of 3 AGAINST Exhibit "A" City of Cape Canaveral Prioritized SR A1A Improvements Resolution No. 2023-02 Public Safety Priority Items 1. Lower all speed limits to 35 m.p.h. 2. Public Safety Improvements: A. Additional crosswalks at existing signalized intersections: I. North side of the signalized intersection of W. Central Avenue and SR A1A. II. South side of the signalized intersection of Holman Road and SR A1A. (Completed). III. Where appropriate at the intersection of Jackson Avenue and SR A1A, considering. B. All existing crosswalks and intersections to be audible and signalized. C. New mid -block audible/signalized crosswalks with HAWK (High -intensity Activated crosswalk) beacons or PHB (Pedestrian Hybrid Beacons) at the following locations: I. Burger King/SCAT bus stop II. Columbia Drive III. Taylor Avenue IV. Cape Shores/East Hayes Avenue D. Urban roadway profile safety improvements: I. Installation of wider landscaped medians with managed turning movement areas; low landscaping in medians to maintain driver visibility, with higher landscaping along sidewalks/pedways. II. Installation of landscaping along SR A1A including, where appropriate, cluster landscape features. III. Where appropriate and with reasonable consideration, install low - maintenance, cost-effective, native, and/or non-invasive landscaping, including but not limited to Florida Friendly or Lagoon Friendly vegetation. IV. Installation of street furniture and decorative lighting (solar powered lighting where possible) and traffic signage. V. Construction of curb and gutter along both sides of roadway. This will require limited/as-necessary right-of-way acquisition funding for stormwater ponds and clipped corners at intersecting roadways. Consider bio-swales within landscaping plan for SR A1A; bio-swales will need to be located near existing storm drain inlets so stormwater overflow can enter system. VI. Construction of wide, buffered, shared paths with appropriate markings and stencils to delineate pedestrian vs bike usage, along both sides of SR A1A to more safely accommodate pedestrians and bicyclists; improve sidewalks along SR A1A in an ADA-compliant manner. VII. Construction of low -maintenance stormwater improvements near stormwater outfalls that address ponding and water quality, including pre-treatment for nitrogen and phosphorus. Stormwater gardens might be considered in historic ponding areas. VIII. Where appropriate and needed to improve pedestrian and bicycle safety, install native vegetation "islands," crosswalk striping including on side -streets feeding into SR A1A and other arterial roadways, traffic calming devices, and pedestrian/vehicle barriers. 3. Realignment of International Drive: The realignment of International Drive with North Atlantic Avenue on SR A1A will require right-of-way (ROW) acquisition funding and must address not only the roadway alignments, but also stormwater drainage (possible wet detention pond) and pedestrian/bike crossings. Include marked crosswalks on all sides of this intersection. The International Drive Realignment Project Design is currently funded and underway. 4. New mast arms and audible/signalized intersection at SR A1A and Thurm Boulevard: The installation of an audible/signalized intersection at Thurm Boulevard will require an aligned common driveway to be designed and constructed on the private property on the east side of SR A1A. (Signal warrant analysis currently underway/requested by nearby private property developers). 5. The remainder of SR A1A within the City of Cape Canaveral, from Long Point Road to the southern jurisdictional limits of the City of Cape Canaveral, and beyond, as appropriate, be advanced on the prioritized list of projects for curb and gutter improvements in order to provide for bicycle and pedestrian safety and while seamlessly transporting traffic through the City of Cape Canaveral and provide for the general aesthetic of a unified corridor. 6. Regarding FDOT's proposed preliminary designs for A1A improvements previously discussed and presented to the community, the City Council: I. Opposes the proposed roundabout at the intersection of International Drive, SR A1A, and N Atlantic Avenue. II. Supports Concept Design Alternative 2, to include vehicular access management in the form of medians along SR A1A from George King Blvd to International Drive. III. Requests reasonable design considerations for access management, accommodating access to northbound and southbound SR A1A lanes to Long Point Road and Cape Gardens road users. IV. Requests a signal warrant analysis for the intersection of SR A1A, Columbia Drive, and Church Lane. (Completed — signal not warranted). City Vision Priority Items 1. Reduction in overhead lines to include undergrounding of utilities and replacement of existing utility poles with decorative poles. There are over 100+ overhead wires crossing SR A1A in the City. Any reduction in these wires (without impacting existing services) would improve the aesthetics of the entire corridor. 2. Wayfinding signage. Authorize the City to install and maintain an appropriate number of effective and efficient decorative wayfinding signage (with landscaping) directing pedestrians to parks, police, fire and other City and government facilities that pedestrians commonly need to travel. 3. Beautification efforts. Authorize and support City -initiated beautification efforts along SR A1A and other state roadways and land within the City such as the City's Adopt-A- Median/Roadway Landscape Program and Art Utility Box Program. 4. Ensure that all SR A1A public safety and vision priorities are implemented in a manner that is not only functional, but aesthetically pleasing and consistent with the City's on- going branding and strategic planning efforts. ROADWAY REDESIGN OPTIONS WITH TRAFFIC SIGNAL AT S.R. A1A/N. ATLANTIC AVE. PROJECT GOALS BASED ON THE CITY OF CAPE CANAVERAL'S RESOLUTION 100' Existing Right of Way • 5 Varies Sidewalk Drainage Current Condition Ti w Dr.re Lane 1 Dave lane NEM TO' 10' aliDrive lane 100' Existing Right of Way 10' Drive Lane Drive Lane Drive Lane ._• ._• 1210 TWIT Dove Lane 4' Varies healer Drainage Y Cycle Track sPEED 45 is Sidewalk 40 35 35 Slower Speeds No • Posted speed limit of 40 mph • No horizontal curvature on the southern end means a 35 mph posted speed is not achievable Better Pedestrian and Bicycling Facilities Yes • 5' separated cycle track for bicyclists • 5' sidewalk for pedestrians • Increased Safe Crossings Opportunities 1, Organized Vehicular Access to Destinations Aesthetic and Placemaking Improvements Somewhat • Midblock crossings with refuge islands and pedestrian hybrid beacons (PHB) • No raised crosswalks No No corridor - wide access management Turning movements are only controlled at midblock crossings and spot traffic islands Somewhat • Groundcover or small shrubs may be used in buffer and on spot traffic islands • Curb & gutter adds to urban character • No additional placemaking elements Minimize Right of Way Impacts Yes • Some right-of-way impacts Alternative 1: 40 mph with Cycle Track, Two -Way Left Turn Lane, & Minor Landscaping Highlights: S.R. A1A remains a 5-lane cross section. Spot traffic islands and a separated cycle track for bicyclists are provided. $9.5M estimated construction costs. Alternative 1 can be retrofitted to Alternative 3 design in the future. e 100' Existing Right of Way No Somewhat Somewhat Yes Somewhat Yes 1 ■ r■ sidewalk i i eorrer 10' ori•e Lane Dn�e wne t 155' e.an -: - -: 10' 10' Dn�e wne Dd�e wne ■ 1 D r■ 2' Safe Sidewalk c D LIMIT 40 U Tie Down 1 • Posted speed limit of 40 mph 1•No horizontal curvature on the southern end means a 35 mph posted speed is not achievable • No separation between bicyclists and pedestrians 9' wider sidewalk accommodates both bicyclists and pedestrians • Midblock crossings with refuge islands and pedestrian hybrid beacons (PHB) No raised crosswalks • Continuous median provides corridor- wide controlled access • 15.5' raised median width is the absolute minimum width possible to maintain safety at 40 mph • Groundcover or small shrubs may be used in buffer • Small trees will be added to median • Curb & gutter adds to urban character • No additional placemaking elements • Some right-of-way impacts Alternative 2: 40 mph with Wide Sidewalk, Median, & Low-level Landscaping Midblock Crossing for Alternative 1 With no horizontal curvature on the southern end, the lowest target speed that Alternative 1 can achieve is 40 mph. Midblock crossings will not be raised and minimal landscaping will be placed in the spot traffic islands. Highlights: Continuous median provides organized vehicular access benefits and more landscaping opportunity, but no dedicated bicycle facility is provided. $13.2M estimated construction costs. Alternative 2 cannot be easily retrofitted to Alternative 3 design in the future. Midblock Crossing for Alternative 2 Both roadway design alternatives utilize the highest level of feasible variations from FOOT design standards to achieve the best balance of providing multimodal features while maintaining safety for all modes - vehicles, pedestrians, and bicyclists. As with Alternative 1, the lowest target speed Alternative 2 can achieve is 40 mph. Midblock crossings will not be raised. Low-level landscaping (small trees) can be placed in the median with Alternative 2.