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Agenda 05/27/2015 PELICAN BAY SERVICES DIVISION Municipal Services Taxing & Benefit Unit NOTICE OF PUBLIC MEETING MAY 27, 2015 THE LANDSCAPE & SAFETY COMMITTEE OF THE PELICAN BAY SERVICES DIVISION WILL MEET AT 3 PM ON WEDNESDAY, MAY 27 AT THE COMMUNITY CENTER AT PELICAN BAY, LOCATED AT 8960 HAMMOCK OAK DRIVE, NAPLES, FLORIDA. AGENDA 1. Call to order 2. Agenda approval 3. Audience Comments 4. Administrator's Report a. Extra ordinary police protection update b. FY 2016 landscape needs update i. Manpower ii. Vehicles iii. Irrigation iv. Misc. c. Oakmont Lake path update 5. Presentation and discussion of landscape architect's CIP Phase 3 plans a. Staff evaluation of Phase 1 and 2 CIP re-landscaping projects as it relates to the criteria and goals of the CIP b. Staff recommendations as to how to proceed with Phase 3 6. Discussion and update of the PBSD's role in the community as it pertains to PB Foundation property 7. Chairman's report a. e-mails and phone calls from residents b. 2015-16 Bicycle Safety Program c. Update on bicycle legislation 8. New Business a. Discussion on connecting Crayton Rd. to Pelican Bay b. * Cap Antibes changes to Pelican Bay Blvd. and medians c. * Discussion on 3-way Stop signs at North Pointe Dr. & Pelican Bay Blvd. 9. Adjournment *indicates possible motions and votes ANY PERSON WISHING TO SPEAK ON AN AGENDA ITEM WILL RECEIVE UP TO THREE (3) MINUTES PER ITEM TO ADDRESS THE BOARD.THE BOARD WILL SOLICIT PUBLIC COMMENTS ON SUBJECTS NOT ON THIS AGENDA AND ANY PERSON WISHING TO SPEAK WILL RECEIVE UP TO THREE(3)MINUTES.THE BOARD ENCOURAGES YOU TO SUBMIT YOUR COMMENTS IN WRITING IN ADVANCE OF THE MEETING. ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THIS BOARD WILL NEED A RECORD OF THE PROCEEDING PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD IS MADE, WHICH INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. IF YOU ARE A PERSON WITH A DISABILITY WHO NEEDS AN ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING YOU ARE ENTITLED TO THE PROVISION OF CERTAIN ASSISTANCE. PLEASE CONTACT THE PELICAN BAY SERVICES DIVISION AT (239) 597- 1749 OR VISIT PELICANBAYSERVICESDIVISION.NET. 5/21/2015 10:02:55 AM From: Joseph Chicurel [mailto:jchicurel @gmail.com] Sent: Wednesday, May 20, 2015 11:33 AM To: ResnickLisa Subject: item 4.b. Plantings and trees already intruding into pedestrian and vehicular Right of Ways (Pelican Bay pathways and roads). +zY ♦ �•� 3 4 ! ;� , .. s 1, .y , . , Q ` ..,, t 9 i 7 r .` i k , -. . . .-;- - s .- ‘Yet,„......--s,„,v,.. . 1,,,,,,, --f. , *or .... .-;-- -.. . -.-e:. ' ,t. s".".6*.jf t - ' .ri. i ,,,-•, r, . . o• • Sr i r y• .• r L f r . '. * ' 1 IN k e. , _ . . , , ,. ....,... , - „,„,„:-. ,_ „.„ 4!'t'. is 4 T .f . ,, s• tr .'N.— r� *r+. ii w 1.4,? �.d 1. S:? * ! t, I 1. 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' . i | � \\ � �• i | � } � � � »� . � . � * ^ • . � � , a \ \ « � ' i» , y � » �^ g,. ��� . \ 2 � � .., «� � � - From: Joseph Chicurel [mailto:jchicurel©gmail.com] Sent: Wednesday, May 20, 2015 11:21 AM To: ResnickLisa Subject: Old PBSD Truck needing to be replaced. item 4.b.ii PBSD truck needing to be replaced. a.' E ,} 44 ::r 44 "f, y � : ii„fir A � 11 _ „ r _ � .- lio,w 'I „,...., , , .,.,,_ .. ,,,,, , 1 , 1161: 447' :al' .:-1 - T. ., "" � � ig �. }... .„ ..,, ,,,:,, ,,. . ,.. 4,4 1 1y rSTO { ' 4111 a ash j 1' a .. - 1 i1 '� tea' k *.vire ; • 14 twlo,„3/41,. „ , Blest,/ d ;,, ." / k , --1 r, , ....,d,., ...„„ 4 1 -) A. CIP Landscape Goals 1 . Reduce water usage and use drip style heads. 2. Eliminate old plantings that look "tired" and unattractive. 3. Reduce sod areas as much as possible. 4. Use more native plants and add color. 5. Reduce manpower needs and therefore reduce labor costs. 6. Eliminate line of sight issues at intersections. Unintended Consequences and the Reality of Implementing the CIP Goals 1 . The old irrigation system designed for sod remained. The sod was re- moved and plants replaced large areas of sod. Drip style heads were not effective (nozzles clogged; couldn't be combined with spray heads). The old system could not accommodate all of the new plantings and sod. 2. Water demands actually increased as new plants required more water. There was NO WATER SAVINGS. 3. LABOR COSTS and MANPOWER NEEDS actually increased: a. Weeding and mulching planted areas increased. b. Trimming and pruning plants increased maintenance costs. Areas of grass didn't require the added manpower requirements that the new beds of plants necessitated. Bicycle Safety Legislation Update Bicycle and "vulnerable user" legislation introduced by Naples State Representative Kathleen Passidomo fell victim to the adjournment of this past legislature session. It will be re-introduced either in the special session or next session. SUMMARY OF KEY FEATURES: 1 . The term "Vulnerable User" was introduced to designate not only cyclists, but also pedestrians, people in wheelchairs, and motorcyclists. These classifications recognize those who maybe at risk of injury due to a collision with a motor vehicle. 2. If the bill passes, a motorist must pass a vulnerable user by 3 feet and will be allowed to cross a double yellow-line in the road to do so. The 3 feet distance would be measured from the farthest projecting point of the vulnerable user (i.e. bicycle mirror) to the body of the passing vehicle. 3. A turning vehicle must allow a cyclist, pedestrian or other vulnerable user to pass before making turn. 4. The bill toughens penalties. If a vulnerable user is injured, the driver of the motor vehicle must go to court and could be fined up to $2,000. 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O G A 3 N D_ _ _ N o G r -0 ,V V; N A ' w -� • = 0 O N 0 N 8' 8 0 8' E 0 0 >, 6 ^ n V. N o a a o 0 E M.> PB MEDIANS: GULF PARK DRIVE Seal&Signature GOETZ+STROPES °� a.. f s CLUB ENTRANCE TO GREEN TREE (a LANDSCAPE ARCHITECTS INC. I— - NAPLES,FLORIDA 'p a 1. 9 185 TENTH STREET SOUTH, NAPLES, FLORIDA 34102 r T. 1.239.643.0077 www.gsnaples.com wMEDIAN PLANTING PLAN Ellin Goetz-FL#1152 E-mail egoetz @gsnaples.cam /bbromley @gsnaples.com From:Joseph Chicurel [mailto:jchicurel @gmail.com] Sent: Wednesday, May 20, 2015 11:42 AM To: ResnickLisa Subject: Item 8.c. Intersection of North Pointe and Pelican Bay Blvd From: ResnickLisa <LResnick @colliergov.net> Subject: Intersection of North Pointe and Pelican Bay Blvd Date: May 14, 2015 at 9:41:29 AM EDT To: "neil(a�dmgfl.com" <neil(a�dmgfl.com>, "Joe Chicurel (jchicurel(a gmail.com)" <jchicurel(a�gmail.com>, BolickMarion <MarionBolick(a�colliergov.net>, McCaughtryMary <MaryMcCaughtrv(a colliergov.net>, Frank Laney <flanevpelicanbay.orq> Cc: "dee(a dmgfl.com" <dee(cr�dmgfl.com> County Traffic Operations Dept. is recommending that a four-way stop be installed at the intersection of North Pointe Dr. and Pelican Bay Blvd. The warrants analysis can be downloaded at https://files.acrobat.com/a/preview/3d3524bd-95c 1-400c-9117-2cbe9630597e From: MessamMarlene Sent: Thursday, May 14, 2015 8:30 AM To: ResnickLisa Cc: KhawajaAnthony Subject: FW: Recall: TO 5334 FW: Intersection of North Pointe and PBBIvd Hi Lisa, Pursuant to our telephone conversation, the study is attached and the accompanying emails below identify what actions need to be taken regarding this matter. Please let me know the decision of the HOA. Thanks. vtaidete On May 13,2015, at 1:10 PM, ChesneyBarbara<BarbaraChesneyi colliergov.net>wrote: Ms.Stevenson: Marlene Messam,GMD Traffic Operations,has provided the completed study attached and advised of the following: • The traffic volumes indicate that the intersection of North Pointe Drive and Pelican Bay Boulevard met the warrants for a multi-way stop. • It is the recommendation of Traffic Operation that this intersection can be signed with multi-way stop signs. • Traffic Operations will share its findings with the Pelican Bay Services Division and HOA to determine if they would like the signs installed.It has been the practice of the Pelican Bay HOA to installs signs within the subdivision on decorative posts.This is not a Collier County practice and signs mounted on decorative posts are also not maintained by the County. • Finally,the Board of County Commissioner will have to approve the installation of these signs before any action can be taken.A recommendation will be brought to the Board if,the HOA would like to have the signs installed. Should you have any questions please contact Ms.Messam at 239-252-5773 or MarleneMessam@colliergov.net On behalf of Marlene Messam GMD Traffic Operations Barbara Chesney GMD Administration Co er County North Pointe at Pelican Bay Boulevard Multi-Way Stop Analysis Prepared by: Marlene Messam,P.E. Principal Project Manager liVi _ i ' Ilr$114.4 • to `Mr ■00Sle e 1,t Authorized by: Collier County Growth Management Department Traffic Operations Section P.E. Registration No: 56499 Signature: Date: May 11,2015 North Pointe Drive At Pelican Bay Boulevard may 11, 2015,TO N5334 BACKGROUND Due to a public request, the Traffic Operations Section of the Collier County Growth Management Department has conducted a Multi-Way Stop Intersection Study at the intersection of Pelican Bay Boulevard and North Pointe Drive. The purpose of this study is to determine if the intersection meets warrant requirements for a multi-way stop installation as set forth in the Manual on Uniform Traffic Control Devices(MUTCD). • t Y �'Fd tee t ti ` z Rai 4>• - a �, i „<< mot,.. -- • Figure 1,Study intersection The MUTCD, published by the U.S. Department of Transportation is the national standard for traffic control devices. The Florida Department of Transportation has adopted the MU TCD as the State standard and it governs the placement and desig,n of traffic signals, signs, and pavement markings on public and private roads within the state. 111tJ'rcD Warrants for Multi-Way Stop Sims: The MUTCI)states the following finpport fitntements for the use of multi-way Stops: "Multi-way stop ccmtrnl 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 ctiher roast risers to stop. Multi-way stop control is used where the volume of traffic on the intersecting roads is approximately ecpiai" The MUTCD provides the following goidtnuc statemcn[s: 1 The following criteria should be considered in the engineering study for a multi-way Stop sign installation: A. Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. 13. A crash problem, as indicated by 5 or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-and left-turn collisions as well as right-angle collisions. C. Minimum volumes: 1. The vehicular volumes entering the major street approaches (total of both approaches) averages at least 300 vehicles per hour(vph)for any 8 hours of an average day,and 2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches)average at least 200 units per hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at least 30 seconds per vehicle during the highest hour,but 3. If the 85-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum volume warrant is 70%of the above values. When the 85 percentile speed exceeds 40 mph, the traffic volumes on the major street should be at least 210 whirls per hour for an-A'cY hernia rind the true(ic 11,621'14<s on the minor street should 6r ut(east 140 vehicles per hour for the same 8 hours. D. Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80% of the minimum values,Criteria C.3 is excluded from this condition. STUDY DETAILS Esistinst Road Characteristics This intersection lies within the Pelican Bay sub-division. The Pelican Bay sub-division is located in the northwest quadrant of US 41(Tamiami Trail)and Seagate Drive(C.R. 896)and bordered on the west by the Gulf of Mexico. Pelican Bay Boulevard is the major street and is a divided 4-lane sub-urban roadway, and is functionally classified as a local collector. There are dedicated westbound and eastbound left turn lanes at the intersection to North Pointe Drive.The medians on the west and east legs of the intersection have street lighting and,are heavily landscaped and well maintained. Sightlines when measured from a safe stopping position, before entering the intersection were clear for all movements of traffic(Photo#land#2). North Pointe Drive is the minor street and is a four-lane divided suburban roadway which transitions to a two-lane undivided roadway beyond the intersection approach_ it is functionally classified as a local road_ Tt is stop controlled at Pelican Bay Boulevard. There is a dedicated southbound hell turn lane, and a dedicated southbound right turn lane. The median has lighting and is heavily landscaped and well maintained. The line of sight from the stopline on the north leg looking east and west is clear for all movements of traffic(Photo#3). Pelican Bay Boulevard and North Pointe Drive both have posted speed limits of 30 mph. 2 • U t P'.t.. 1 L. • 1_, a R-- i.� w i Q ' i 1 Per. � . t -_ •.� r �� Photo#1 Viet°from eastern median no at Pelican Say Blvd. and Iookina west, • ,<0 SAY _ y_ Plioto#2: view of Pelican Bar Blvd.; looking east 3 s 4 J1 Photo#3-View of North Pointe Drive from sidewalk on snuthside; and looking north. Tralllc Volume Warrant 24-hour traffic volume counts were collected beginning on February 12, 2015 through Febmaly 13,2015. The data collected includes traffic approachi ng from all directions nt the intersection. The data with the highest hrntrly tropic volumes are sununtuized in Figures 2 and 3. The traffic data showed that Pelican Hay Rohl ward(Major Street)bac Ratisfied the MtJTCT)minimum volnmcR wanrtnl, Criteria Cl fbr 8-h.airtt;. 14w North Pointe I)iive (Minor Slreel.) the traffic data the rnirrinutrn volumes warrant is not met liar Crileiia C2 for the sane 8 hurts.however, knee the 85th percentile speed on Pelican Bay Boulevard exceeds 40 mph, Criteria C3 has been satisfied_ Vehicular volume warrant has been met at this intersection. Pelican Bay Boulevard Vehicles per Hour(VPH)—Major Sfrect Interval(flours) Both Approaches 1013 Wit 1 0:00—11:00 Al,/ 075 510 4561 11:00 12.:00 PM 1,105 602 503 12:00—1:00 PM 1,111 6()1 510 1:00-2:00PM 1,027 512 515 2:00 3:00PM 1,103 599 504 3:00—4:00 PM 1,120 651 469 1:00—5:001'M 1,167 639 528 5:00—6.00 PM 933 532 -101 6:00-7:001'M 673 389 281 7:00—8:(X)PM 459 253 206 8;00-9:00 PM 359 116 213 Figure 2 intersection Approach Volumes,Pelican Ray Boulevard 4 North Pointe Vehicles per Hour(VPH)=Minor Street Interval(Hours) Both Approaches SHRI SBLT I0:00—11:00 AM 170 149 21 11:00—12:00 PM 190 167 25 12:00—1:00 PM 178 154 24 1:00-2:00 PM 163 143 20 2:00-3:00 PM 161 131 30 3:00 4:00 PM 167 140 27 4:00-5:00 PM 151 125 26 3:00—6:0}PM 163 136 29 6:00 7:00 PM 138 104 34 7:00-8:00 PM 80 64 16 8:00—9:CO PM 63 54 9 Figure 3 Intersection Approach Volumes,North Pointe Drive Field Observations On May 11, 2015,field obseivations were taken during the Hours of 10:00 AM to 11:30 AM at the subject intersection. Photographs of the study intersection are provided below. 4 `_ — r } 1 ! 1� i PIPPIPPw- iiiiiiilli Photo# 4: Northwest corner of Pelican Ba3 Blvd. and North Point Drive, All the traffic signs within this intersection are on decorative posts. These signs are not County maintained. The separation between the stole bar and the crosswalk does not meet the 4-foot MUTCD requirement. 5 s 1< .— Photo #5: An Asphalt sidewalk is provided on all legs of the intersection (curb cut ramps are concrete).ADA mats are also in place. *` �-,,,,, HERE • =' It it ' ielli01 "`F- ,AA S a .. i Fra 1 _4 - Pholo# 6 - Bicyclists art: frequently seen along Pelican Bay Bouleiiard. 6 Crash History Warrant The intersection crash history was reviewed from 2005 to present(Appendix B). During this ten year period,there were less than five recorded crashes for any given year. To meet the crash warrant for a multi-way stop,the MUTCD requires 5 or more crashes in a 12 -month period that are susceptible to correction by a multi-way stop application. The crash history of this intersection does not meet the warrant for a multi-way stop sign installation. Intersection Sight Distance The Traffic Engineering Handbook identifies that motorists approaching intersections shouldhave a sufficient,unobstructed view of the intersection and approaches. The American Association of'State Highway and Transportation Officials (AASHTO)provide standards and guidelin es regarding intersection sight distance. The AASHTO model for sight distance (Figure 4)provides a method to determine the sight distance available for a given intersection. For this location,letters"a" and"b" would be approximately a— 14.5' and b-345',respectively. t o � � t b b — I j- I Major Road Major Road clear Sight fi98ngte —" qi 4 blear Sight Triangle- Decision Point Decision Point Clear SightTriafgie for Viewing Gear Sight Triangle tar Vierving Traffic Approaching from the Left 'traffic Approaching from the Right Figure 4,AASHTO Model for Intersection Sight Distance An engineering field review has shown that the study intersection appears to have adequate line of sight distance. War rant requirement for inter section sight distance(Option)is not met. CONCLUSION-8c RECOMMENDATION Based on the traffic volumes, crash history review, and intersection sight distance,it is determined that the subject intersection does meet MUTCD requirements for multi-way stop control and; it is therefore recommending that multi-way stop control be installed at this inter section. 7 APPENDIX A Traffic Volume Counts Collier County Transportation Department Traffic Operations Technician: Luis Trujillo LOCATION : PELICAN BAY BLVD Site: 211150020003 CROSS ST : ES APPROACH 10 NORTH POINTE PR 2/1212015 CITY : NAPLES Thursday 24 Hour Volume,pet Channel (Volume factor 0.500) ER Interval Start Interval Start 12:00 AM 3 13 12:00 PM 136 601 12:15 AM 4 12:15 PM 163 12:30 AM 3 12:30 PM 150 12:45 AM 3 12:45 PM 152 1:00 AM 6 8 1:00 PM 135 512 1:15 AM 1 1:15 PM 105 1:30 AM 0 1:30 PM 130 1:45 AM 1 1:45 PM 142 2:00 AM 0 1 2:00 PM 151 599 2:15 AM 0 2:15 PM 135 2:30 AM 1 2:30 PM 148 2:45 AM 0 2:45 PM 165 3:00 AM 0 0 3:00 PM 166 651 3:15 AM 0 3:15 PM 177 3;30 AM 0 3:30 PM 162 3:45 AM 0 3:45 PM 146 AM 2 5 4:00 PM 160 639 4:15 AM 0 4:15 PM 176 4:30 AM 1 4:30 PM 144 4:45 AM 2 4:45 PM 159 5:00 AM 2 4 5:00 PM 132 532 5:15 AM 1 5:15 PM 144 5:30 AM 0 5:30 PM 142 5:45 AM 1 5:45 PM 114 6:00 AM 7 28 6:00 PM 110 389 6:15 AM 7 6:15 PM 101 6:30 AM 5 6:30 PM 104 6:45 AM 9 6:45 PM 74 7:00 AM 22 150 7:00 PM 86 253 7:15 AM 20 7:15 PM 54 7:30 AM 44 7:30 PM 67 7:45 AM 64 7:45 PM 46 8:00 AM 71 319 8:00 PM 38 146 8:15 AM 74 8:15 PM 42 8:30 AM 80 8:30 PM 32 8:45 AM 94 8:45 PM 34 9:00 AM 120 517 9:00 PM 30 107 9:15 AM 127 9:15 PM 35 9:30 AM 144 9:30 PM 16 9:45 AM 126 9:45 PM 25 10:00 AM 112 519 10:00 PM 44 120 10:15 AM 122 10:15 PM 40 10:30 AM 157 10:30 PM 18 10:45 AM 128 10:45 PM 18 11:00 AM 132 602 11:00 PM 6 37 11:15 AM 164 11:15 PM 22 11:30 AM 144 11:30 PM 5 11:45 AM 162 11:45 PM 4 24 Hour Total 6752 12:00 AM-1.2:00 PM 12:00 PM-12:00 AM 12 Hour Count 2166 12 Hour Count 4586 Peak Hour 11:00 AM Peak Hour 2:45 PM Peak Volume 602 Peak Volume 670 Factor 0.92 Factor 0.95 1 Collier County Transportation Department Traffic Operations Technician: Luis Trujillo LOCATION : PELICAN RAY BLVD Site: 211150020004 CROSS ST : WB APPROACH TO NORTH POINTE DR 2/12/2015 CITY : NAPLES Thursday 24 Hour Volume, per Channel(Volume factor 0.500) WB Interval Start Interval Start 12:00 AM 2 13 1.2:00 PM 138 510 12:15 AM 4 12:15 PM 121 12:30 AM 2 12:30 PM 128 12:45 AM 5 12:45 PM 123 1:00 AM 1 2 1:00 PM 146 515 1:15 AM 0 1:15 PM 127 1;30 AM 1 1:39 PM 116 1:45 AM 0 1:45 PM 126 2:00 AM 0 3 2:00 PM 124 504 2:15 AM 1 2:15 PM 136 2:30 AM 0 2:30 PM 124 2:45 AM 2 _ _ 2:45 PM 120 3:00 AM 1 2 3:00 PM 118 469 3:15 AM 0 3:15 PM 114 3:30 AM 1 3:30 PM 117 3:45 AM 0 3;45 PM 120 4:00 AM 1 6 4:00 PM 158 528 4:15 AM 2 4:15 PM 133 4:30 AM 2 4:30 PM 121 4:45 AM 1 4:45 PM 116 5:00 AM 0 8 5:00 PM 91 40L 5:15 AM 0 5:15 PM 104 5:30 AM 3 5:30 PM 102 5:45 AM 5 5:45 PM 104 6:00 AM 2 29 6:00 PM 93 284 6:15 AM 4 6:15 PM 75 6:30 AM 10 6:30 PM 52 6:45 AM 13 6:45 PM 64 7:00 AM 18 145 7:00 PM 57 206 7:15 AM 32 7:15 PM 60 7:30 AM 41 7:30 PM 41 7:45 AM 54 7:45 PM 48 8:00 AM 64 239 6:00 PM 50 213 8:15 AM 56 8:15 PM 56 8:30 AM 52 8:30 PM 52 8:45 AM 67 8:45 PM 55 9:00 AM 82 376 9:00 PM 37 139 9:15 AM 90 9:15 PM 58 9:30 AM 100 9:30 PM 22 9:45 AM 104 9:45 PM 22 10:00 AM 105 456 10:00 PM 33 72 10:15 AM 134 10:15 PM 22 10:30 AM 104 10:30 PM 11 10:45 AM 113 10:45 PM 6 11:00 AM 128 503 11:00 PM 14 35 11:15 AM 114 11:15 PM 8 11:30 AM 127 11:30 PM 9 11:45 AM 134 11:45 PM 4 24 Hour Total 5658 12:00 AM-12:00 PM 12:00 PM-12:00 AM 12 Hour Count 1782 12 Hour Count 3876 Peak Hour 11:00 AM Peak Hour 3:45 PM Peak Volume 503 Peak Volume 532 Factor 0.94 Factor 0.84 1 Collier County Transportation Department Traffic Operations Technician: Luis Trujillo LOCATION : PIPER BLVD Site: 420150010003 CROSS ST : ER APPROACH TO PALM RIVER BLVD 4/29/2015 CITY : NAPLES Wednesday 24 Hour Volume, per Channel(Volume factor 0.500) EB Interval Start Interval Start 10:30 AM 3 10:30 PM 1 10:45 AM 8 10:45 PM 1 11:00 AM 13 29 11:00 PM 0 0 11:15 AM 4 11:15P14 0 11:30 AM B 11:30 PM 0 11:45 AM 4 11:45 PM 0 12:00 PM 6 26 4/30/2015 12:00 AM 0 2 12:15 PM 8 12:15 AM 1 12:30 PM 9 12:30 AM 1 12:45 PM 3 12:45 AM 0 1:00 PM 5 25 1:00 AM 0 3 1:1.5 PM 8 1:15 AM 2 1:30 PM 7 1:30 AM 1 1:45 PM S 1:45 AM 0 2:00 PM 1 16 2:00 AM 1 1 2:15 PM 6 2:15 AM 0 2:30 PM 3 2:30 AM 0 2:45 PM 6 2:45 AM 0 3:00 PM 9 19 3:00 AM 0 0 3:15 PM 4 3:15 AM 0 3:30 PM 4 3:30 AM 0 3:45 PM 2 3:45 AM 0 4:00 PM 4 22 4:00 AM 1 2 4:15 PM 7 4:15 AM 0 4:30 PM 6 4:30 AM 0 4:45 PM 5 4:95 AM 1 5:00 PM 3 20 5:00 AM 0 3 5:15 PM 6 5:15 AM 1 5:30 PM 3 5:30 AM 1 5:45 PM 8 5:45 AM 1 6:00 PM 6 26 6:00 AM 2 16 6;15 PM 7 6:15 AM 4 6:30 PM 6 6:30 AM 4 6:45 PM 7 6:45 AM 6 7:00 PM 3 17 7:00 AM 2 29 7:15 PM 5 7:15 AM 8 7:30 PM 3 7:30 AM 5 7;45 PM 6 7:45 AM 14 8:00 PM 1 9 8:00 AM 7 29 8:15 PM 4 8:15 AM 12 8:30 PM 2 8:30 AM 4 8:45 PM 2 8:45 AM 6 9:00 PM 2 6 9:00 AM 5 22 9:15 PM 3 9:15 AM 4 9:30 PM 1 9:30 AM 8 9:45 PM 0 9:45 AM 5 10:00 PM 0 4 10:00 AM 2 6 10:15 PM 2 10:15 AM 4 24 Hour Total 343 12:QQ/1M-12:00 PM 12:00 PM- 12:00 AM 12 Hour Count 153 12 Hour Count 190 Peak Hour 7:30 AM Peak Hour 5:45 PM Peak Volume 38 Peak Volume 27 Factor 0.68 Factor 0.84 Collier County Transportation Department Traffic Operations Technician:Luis Tngilb LOCATION : Mimi mHIE DR Site: 211150020002 CROSS ST :SB APPROACH TO PELICAN 8AY BLVD 2/12/2015 QTY :NAPLES TOtssday 24 Hour Volume(Volume Actor 0.500) Interval Stitt SBRT Ski COrntined lrtervalStart SORT SILT Combined 1200 AM 2 5 D 0 2 5 12:00 PR 36 154 8 24 44 118 Volume Totals 12:15 AM 0 0 0 12:15 PM 31 4 35 12:30 AM 1 0 1 12:30 PM 40 6 46 SIRT $813 C0*Ibintd 12:45 AM 2 0 2 12:45 PM 47 6 53 12:00 AM-12:00 PM 1;0001 0 0 0 0 0 0 100 M 39 143 4 20 43 163 654 91 745 1:15 AM 0 0 0 1:15 PM 32 8 40 (87.8%) (12.2%) 130 AM 0 0 0 130 PM 36 6 42 1:45 AM 0 0 0 1:45 PM 36 2 38 12:00 PH-12:00 AM 2:00 m 0 0 0 1 0 1 20 PM 38 134 9 30 47 164 1110 229 1339 2:15 AM 0 0 0 2:15 PM 32 2 34 (82.9%) (17.1%) 2:30 AM 0 0 0 2.30 PM 35 9 44 24 ROSS 2:45 AM 0 1 1 2:45 PM 29 10 39 300 AM 0 0 0 0 0 0 3:00 PM 39 140 6 27 49 167 1764 320 2084 3:15 AM 0 0 0 3:15 PM 29 10 39 (04.6%) (15.4%) 330 A/4 0 0 0 330 PM 38 5 43 3:45 AM 0 0 0 3:45104 34 6 40 4:00 AM 2 2 0 1 2 3 400 PM 33 125 7 26 40 151 PAR Hors 4:15 AM 0 0 0 415 PM 36 8 44 4:30 AM 0 1 1 430 PM 19 4 23 4:45 AM 0 0 0 4:45 PM 37 7 44 i7_______A M4 5:03 AM 0 0 0 0 0 0 5.:00 PM 38 136 i 21 44 165 MT SILT Cembiaed S:15 AM 0 0 0 5:13 PM 24 9 33 5:30 AM 0 0 0 5:39 PM 40 10 50 Started 515 AM 0 0 0 5:450/4 34 4 30 10:45 M1 10:45 AM 10:45 AM 6:00 AM 0 5 0 1 0 6 6..00 PM 35 104 5 34 40 138 Volume 645 AM 1 0 1 6:15 PM 24 11 35 172 29 201 6:30 AR 2 0 2 6:.30 PM 19 6 25 6:45 AM 2 1 3 6:45 PM 26 12 38 Factor 1:0040 8 66 2 9 10 65 7.0000 22 64 4 16 26 80 0,93 0•66 0.93 7:151M 10 0 10 1:15 PH 12 4 16 1:30 AM 12 2 14 730 PM 70 3 23 7:45 AM 26 5 31 7:45PM 10 5 15 122Ali-12:00AR 8:90014 26 116 8 18 34 134 6:00 0/4 12 54 2 9 14 63 SBRT SILT C011934eed 8:15 AM 19 4 13 0:15 PM 17 0 17 St ded 8:3040 31 4 35 8:30 PM 11 5 11 8:4540 40 2 42 1:45 PM 14 2 16 12:30 PM 2:30 PM 12:30 PM 9.'00 AM 42 154 2 15 44 169 9:00 PM 7 29 1 S 84 34 Volume 9:15 AM 38 7 45 1:15 M 8 2 10 158 35 182 9:30 AM 32 0 32 5:30 PM 12 2 14 4:45 AM 41 6 40 5:45 PM 2 0 2 Fatter 10:00 AN 39 149 8 21 47 170 10-00 PM 9 10 4 8 13 28 0.84 0..: 0.86 10:13 AM 29 1 30 10:1300 1 3 4 10:30 A0 42 I 50 100:30 PM S 0 5 10:4540 39 4 43 10:4S Pm 5 1 6 11:0040 46 167 6 25 52 192 11:00 PM 4 7 0 1 4 8 11:15 A0 44 8 51 11:15 PM 3 0 3 11:30A4 43 11 54 11:30 PH 0 0 0 11:45 AM 34 0 34 11:45 PM 0 1 1 1 APPENDIX B Crash History Collier County Collision Diagram PELICAN BAY BLVD @ NORTH POINTE DR Dale: 0110112005- 0212812015 Total Diagrammed:2 -Legend i Ind 2-3 I I� 4.5 El 6-10 Note: these are the only crashes in our database between January,2005 and >10 February,2015 Total Fatalities: 0 -- -->-- t Total Injuries: 0 j ..,. Total Motorcycle 0 Crashes: 0 12/13106 I1 +4, 112112015 5 Prepared by NANCY FRYE 1 4 r; 'F, 05!1212015