Lely Beautification MSTU Agenda 06/16/2016 110 GOLF ESTATES BEAUTIFICATION MSTU
ADVISORY COMMITTEE
3299 Tamiami Trail East, Suite 103
Naples, FL 34112
AGENDA
JUNE 16, 2016
I. CALL TO ORDER
II. ATTENDANCE
Tony Branco-Chairman(10/1/17)
Robert Slebodnik,Vice Chairman (10/1/18)
Kathleen Dammert(10/1/18)
Linda Rae Jorgensen(10/1/17)
Thomas Connolly(10/1/17)
III. APPROVAL OF AGENDA
IV. APPROVAL OF MINUTES: MAY 26,2016
V. CHAIRMAN'S REPORT—TONY BRANCO
VI. PROJECT MANAGERS REPORT—HARRY SELLS
A.Budget Report
B. Lighting Insp. Report
C. Status of Irrigation
D.Warren St, Backflow Preventer Protection.
VII. LANDSCAPE ARCHITECT'S REPORT—MCGEE&ASSOCIATES
VIII. LANDSCAPE MAINTENANCE REPORT—ROBERT KINDELAN
IX. OLD BUSINESS
A. UNFINISHED BUSINESS
1. Insurance Pebble beach Light pole
X NEW BUSINESS
A. PROJECT PROPOSALS FOR THE YEAR
1. Refurbishment of Entry
2. Traffic Calming Possible Traffic Ops Presentation—on ongoing St Andrews
3. Study and traffic calming methods.
4. Lighting Pebble Beach Circle, Pebble Beach Cart Crossing,Forest Hills Cart
Crossing, and Pinehurst Entry Sign. Potential for Doral Circle
XI. MEMBER COMMENTS
XII. PUBLIC COMMENTS
XIII. ADJOURNMENT
NEXT MEETING:
JULY 21,2016 AT 2:00 PM
GOLF ESTATES BEAUTIFICATION MSTU
ADVISORY COMMITTEE
3299 Tamiami Trail East Suite 103
Naples, Fl 34113
Minutes
May 26, 2016
I. Call to Order
Chairman Branco called the meeting to order at 2:00 PM.
A quorum of four was established.
II. Attendance
Members: Tony Branco, Robert Slebodnik, Kathleen Dammert (Excused), Linda Jorgensen, Thomas
Connolly
County: Harry Sells - Project Manager; Dan Schumacher—Project Manager
Others: Mike McGee - Landscape Architect; Robert Kindelan - CLM; Wendy Warren—Juristaff
III. Approval of Agenda
Mr. Connolly moved to approve the Agenda subject to the following change:
Delete: Item VI. B—Lighting Inspection Report
Second by Ms. Jorgensen. Carried unanimously 4- 0.
IV. Approval of Minutes—April 28, 2016
Mr. Connolly moved to approve the minutes of the April 28, 2016 meeting subject to the following
change:
Page 5, Next Meeting Date—Line 1 - from"...Next Meeting Date: April 26, 2016 —2:00 PM)...,"to
... Next Meeting Date: May 26,2016—2:00 PM...). "
Second by Mr. Slebodnik. Carried unanimously 4- 0.
V. Chairman's Report—Tony Branco
Landscape Maintenance Review
Chairman Branco reported:
• Sod installation on median#1 is complete and Palms are pruned.
• The monthly meeting"read ahead" email should be distributed in advance of the meeting to
enable the Committee time to review.
• June 6, 2016 from 4—7 PM the "Meals of Hope"mobile food pantry will be set up at the Lely
Presbyterian Church -Mr. Slebodnik will update the Committee on event traffic patterns at the
June 2016 meeting.
VI. Project Managers Report—Harry Sells
A. Budget Report
Mr. Sells summarized the "Lely MSTU Fund Budget 152 dated May 26, 2016" for information
purposes and provided an overview of the budget.
• $200,877 of the $214,000 FY16 Ad Valorem tax revenue has been collected.
1
• Operating expenses funds remaining available total$3,085.91.
• Purchase Orders for Hart's Electrical, Inc. and Signs & Things will be closed increasing
operating funds available.
• Committed monies allocated for Forestry Resources will be moved to the Budget category.
• Budgeted funds unspent FY16 will be credited to the Reserve fund FY17.
• Current carry forward funds total $195,000 ($100K line 38- catastrophe reserve plus $95K line
32 - improvements general).
• Estimated cash available of$270,273.46 includes an available balance of$199,159.42 plus
$71,114.04 in expenses committed but not spent.
The Committee queried if financial parameters are established for the Reserve account.
Mr. Sells noted a specific amount is not required; however the target goal is $250K
B. Lighting Inspection Report
This item was removed from the Agenda.
C. Status of Irrigation
Mr. Sells reported:
Potable Water Accident
• Construction of concrete posts in front of the device for the backflow preventer on Warren
Street requires a Right of Way permit at a cost of$1K and will be effective June 1, 2016.
• Staff has approved an estimate from Commercial Land Maintenance of$200 for time and
materials to install the posts.
• Commercial Land Maintenance will place a structure in front of the device until the posts are
installed
• $700 was spent on repairs to the backflow preventer.
• Public Utilities notified him the request for a reduction of charges for water that leaked onto the
ground unused by the MSTU be delayed until the bill for usage charges has been issued..
Mr. McGee reported typical usage of 800—900 gallons; estimate 1800 gallons was used in
April, 2016 as a result of the accident.
Irrigation System
• The County Manager's office is returning the irrigation water distribution to a central
irrigation system under the direction of the County including incorporating the MSTU
systems.
• Consideration is being given to grouping the MSTU's systems together under one unit.
• The Motorola irrigation system components may be upgraded.
• Staff is scheduled to be trained on the Motorola system on May 31, 2016 which will allow
Staff access to the system to address issues.
• Staff will modify the system removing one old controller at Devonshire.
D. Traffic Director Response to Request
Mr. Sells reported he has received the traffic study and will forward it to the Committee for
review. The study recommends increased police patrols for the area.
2
During Committee discussion it was noted traffic on St. Andrews Boulevard has increased with the
opening of the Santa Barbara Boulevard extension and the presence of increased patrols have been
observed.
VII. Landscape Architect Report—McGee & Associates
Mr. McGee submitted the "Landscape Observation Report: -FY 15-16, 05/23/16 for information
purposes and the following items were discussed:
St. Andrews Boulevard
Recommend sod replacement of declining turf on Median#2 and US41 in bound and out bound right
of ways.
Doral Circle
Median#23 —The Jatropha tree has been planted and will be watered daily.
Irrigation
Valley Stream Circle irrigation settings record high water use and should be checked.
During Committee discussion it was noted sod replacement will be addressed for installation during the
rainy season.
VIII. Landscape Maintenance Report—Gary Gorden
Mr. Gorden, Commercial Land Maintenance (CLM), updated the Committee on the landscape
maintenance noting:
• Seasonal fertilizer has been applied.
• Trees are trimmed on a rotational basis.
• Crown Lilies have been cleaned.
• Routine maintenance for Pebble Beach Boulevard and St. Andrews is scheduled for completion
the week of June 4, 2016.
• Twenty eight Flax Lilies adjacent to the golf course on Pebble Beach Boulevard have been
replaced.
• Water bags on Treasure Point Cul-de-Sac Palm will be monitored.
• The Mimosa tree on Valley Stream Circle has been treated twice with herbicide and condition
will be monitored.
• A lift will be required to prune the Palm tree by the Golf Course.
During Committee Discussion the following was noted:
• The Palm frond on the tree adjacent to the Golf Course will be allowed to fall naturally as it is
not interfering with the LED light.
• Flowers have to be replanted and recommendations for replacement will be discussed at the
June 2016 meeting.
IX. Old Business
A. Unfinished Business
1. Mike McGee's sod replacement.
The Committee decided sod replacement should be considered during the rainy season.
2. Remove foxtail palm, median#7.
Mr. Sells reported the tree has been removed.
3
3. Remove sable palm, cul-de-sac median#22.
Mr. Sells reported the tree has been removed.
4. Quote for replacement tree Doral Circle, median#23.
The tree has been replaced.
5. Insurance Pebble beach Light pole
Mr. Sells reported he is awaiting a response on the claim.
B. Meeting Schedule
There is a room conflict for the June meeting.
The Committee discussed the proposed date and asked Mr. Sells to search alternate locations to
accommodate the regularly scheduled meeting.
Mr. Sells will notify the Committee on the available options.
Discussion occurred on the feasibility of changing the regularly scheduled meeting date to the third
Thursday of the month at 2:00 PM given the 4th Thursday of the month is problematic for the months
of November and December due to the holidays.
XI. New Business
A. Project Proposals for the year
The Committee discussed the following projects for consideration:
1. Refurbishment of Entry
2. Traffic Calming Possible Traffic Ops Presentation—on ongoing St. Andrews
This item was discussed under VI. D—Project Managers Report.
3. Study and traffic calming methods
Mr. Sells will forward the compiled results to the Committee.
4. Lighting Pebble Beach Circle, Pebble Beach Cart Crossing, Forest Hills Cart Crossing, and
Pinehurst Entry Sign. Potential for Doral Circle
Mr. Sells is researching substitution of lamps with LED's to determine if they are compatible
with the existing pole fixtures.
XII. Member Comments
None
XIII. Public Comments
George Barton, 110 Doral Circle, requested the MSTU modify the mission of the Committee to
include residential lighting and propose a recommendation to the Board of County Commissioners.
Mr. Sells noted lighting can be installed under the auspices of the current MSTU Beautification
Committee in certain circumstances and revising the Committee Resolution is premature.
The Committee suggested Mr. Barton submit a proposal for the Doral Circle lighting specifications
to them for consideration.
There being no further business to come before the Committee, the meeting was adjourned by the
Chair at 3:10 P.M.
4
LELY GOLF ESTATES BEAUTIFICATION MSTU
ADVISORY COMMITTEE
Tony Branco, Chairman
The Minutes were approved by the Committee on 2016, as presented , or
as amended .
NEXT MEETING: JUNE 16, 2016—2:00 PM
EAST NAPLES BRANCH LIBRARY
8787 TAMIAMI TRAIL EAST
NAPLES, FL 34112
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St Andrews Boulevard at Wildflower Way
Multi-Way Stop Analysis
Prepared for:
Lely CCPOA
Authorized by:
Collier County Growth Management Department
Traffic Operations Section
Prepared by:
Daniel G. Hall, P.E.
Senior Project Manager
Registration No: 58050
Signature: e
g V
Date /—
March
`March 31,2016
Multi-Way Stop Intersection Study Report
St Andrews Boulevard
At
Wildflower Way
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Co er County
Prepared By:
Daniel G. Hall, P.E.
GROWTH MANAGEMENT DIVISION
COLLIER COUNTY,FLORIDA
March 31,2016
1
Multi-way Stop Intersection Study Report
St Andrews Boulevard
At
Wildflower Way
March 31, 2016
By
Daniel G. Hall,P.E.
BACKGROUND
Due to a request from the Lely CCPOA, the Traffic Operations Section of the Collier County Growth
Management Division has conducted a Multi-Way Stop Intersection Study at the intersection of St
Andrews Boulevard and Wildflower Way. 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).
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Figure 1,Vicinity Map
2
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„Am. _,,,,*. , it s, , e 2•, -' , t
/: Study Intersection
St Andrews
/ 46.
ç
� h.. Boulevard
d
tit _
• Lely Court i r ,tf+
.
: ---6" ..
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ips
+ Wildflower Way
NiaExisting
I,1 ' Stop Control
St Andrews +
Boulevard
Figure 2, 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 MUTCD as the State
standard and it governs the placement and design of traffic signals, signs, and pavement markings on
public and private roads within the state.
MUTCD Warrants for Multi-Way Stop Signs:
The MUTCD states the following supportstatements for the use of multi-way Stops: "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 MUTCD provides the following guidance statements:
The following criteria should be considered in the engineering study for a multi-way Stop sign
installation:
3
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.
B. 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 vehicles per hour for any 8 hours and the traffic volumes on the minor street should
be at least 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
Existing Road Characteristics
St Andrews Boulevard is a two-lane, median separated urban roadway with a gore separated bike lane
on both sides of the road and Wildflower Way is a two-lane urban roadway. St Andrews Boulevard is
functionally classified as a collector roadway and Wildflower Way is functionally classified as a local
road. Traffic volumes from Lely Ct were not considered as part of this study due to the minimal volume
from this cul-de-sac. This intersection is within the Lely neighborhood south of Rattlesnake Hammock
Road. The posted speed limit on St Andrews Boulevard is 30 mph and the posted speed limit on
Wildflower Way is 35 mph.
Traffic Volume Warrant
A 24-hour traffic volume count was performed on March 23, 2016. The data collected includes traffic
approaching from three directions at the intersection. The information with the highest hourly traffic
volume has been abstracted in the following(Figures 3 and 4):
The warrant for vehicular volumes for both St Andrews Boulevard and Wildflower Way are met for the
same eight hours. Multi way stop control is to be used where the volume of traffic on the intersecting
roads is approximately equal. Therefore;Vehicular volume warrant was met at this intersection.
4
St Andrews Boulevard Vehicles Per Hour(VPH)—Major Street(Min.300)
Interval(Hours) Both North Bound South Bound
Approaches
6:00-7:00 AM 269 166 103
7:00-8:00 AM 656 353 303
8:00-9:00 AM 461 238 223
9:00-10:00 AM 363 194 169
10:00-11:00 AM 412 193 219
11:00- 12:00 AM 381 198 183
12:00- 1:00 PM 421 214 207
1:00-2:00 PM 461 237 224
2:00-3:00 PM 520 268 252
3:00-4:00 PM 514 264 250
4:00-5:00 PM 583 290 293
5:00-6:00 PM 623 288 335
6:00-7:00 PM 557 268 289
7:00-8:00 PM 467 250 217
8:00-9:00 PM 407 239 168
9:00-10:00 PM 348 162 186
Figure 3
Intersection Approach Volumes,St Andrews Boulevard
Wildflower Way Vehicles Per Hour(VPH)=Minor Street(Min. 200)
Interval(Hours) Both East Bound West Bound
Approaches
6:00-7:00 AM 90 59 31
7:00-8:00 AM 290 174 116
8:00-9:00 AM 170 70 100
9:00-10:00 AM 157 48 109
10:00-11:00 AM 180 86 94
11:00-12:00 AM 207 74 133
12:00-1:00 PM 236 98 138
1:00-2:00 PM 231 123 108
2:00-3:00 PM 392 158 234
3:00-4:00 PM 223 102 121
4:00-5:00 PM 218 100 118
5:00-6:00 PM 244 124 120
6:00-7:00 PM 198 88 110
7:00-8:00 PM 129 63 66
8:00-9:00 PM 114 75 39
9:00-10:00 PM 97 64 33
Figure 4
Intersection Approach Volumes,Wildflower Way
Field Observations
On March 31, 2016,photos were taken during the hours of 11:30 AM to 12:00 PM at the subject
intersection. Photographs of the study intersection are provided below:
5
XE 4, 4
k toil
Photo 1 —St Andrews Boulevard looking south
•
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•
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Photo 2—St Andrews Boulevard, looking north
6
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Photo 3—Wildflower Way looking west toward St Andrews Boulevard
4
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Photo 4—Lely Court looking cast toward St Andrews Boulevard
7
Crash History Warrant
The intersection crash history was reviewed from 2013 to present(Appendix B). During this three year
period,there were six recorded crashes near the intersection. 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. In 2015,there was one right angle crash that was susceptible to correction
by a multi-way stop application. The crash history of this intersection did not meet the warrant for
a multi-way stop sign installation.
Intersection Sight Distance
The Traffic Engineering Handbook identifies that motorists approaching intersections should have a
sufficient,unobstructed view of the intersection and approaches. The American Association of State
Highway and Transportation Officials (AASHTO) provide standards and guidelines regarding
intersection sight distance. The AASHTO model for sight distance(Figure 5)provides a method to
determine the sight distance available for a given intersection. For this location,using Case B 1-Left turn
from the minor road, letter"a"is recommended as a distance from 14.4' to 17.8' (I used a safe stopping
distance of a=14.5')and letter"b"uses the formula(ISD= 1.47V„,ajortg) or ISD= 1.47*35*7.5=386',
where Vmajor is the design speed of the major road and tg is the time gap taken for a passenger car from
Exhibit 9-54. Therefore, letters"a” and"b"would be approximately a= 14.5' and b=386', respectively.
An engineering field review has shown that the study intersection does provide adequate sight distance
for the turn movements. At this intersection,drivers are to stop at the stop bar/stop sign on Wildflower
Way and Lely Court before entering the intersection. There are no significant safety issues regarding
sight distances at the intersection or approaches to the intersection. A row of hedges is on the northwest
corner of Lely Court and will need to be maintained properly to keep adequate sight distance. Warrant
requirement for intersection sight distance(Option) is not met.
eg0
i �, .----�---- 6
—7._
Mair Road
Major Road
1��
Clear SIght Triangle ►` j"" 'l Clear Sight Triangle
Decision Point — Decision point
Clear Sight Triangle for Viewing Clear Sight Triar�gl for Viewing
'Traffic Approaching from the Left 'Raft Approaching from the Right
Figure 5,AASHTO Model for Intersection Sight Distance
8
CONCLUSION&RECOMMENDATION
Based on the traffic volume review, it is determined that the subject intersection does meet MUTCD
requirements for multi-way stop control. St Andrews Boulevard and Wildflower Way traffic
operational characteristics and safety could be improved by multi-way stop control. Therefore, it is
recommended that the intersection of St Andrews Boulevard and Wildflower Way be changed to multi-
way stop controlled and that stop signs be installed on the St Andrews Boulevard at both approaches to
Wildflower Way.
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APPENDIX A
Traffic Volume Counts
10
Collier County Transportation Department
Traffic Operatbons
Technician:Luis Trujillo
LOCJ3T3an : 6T ANDREWS BLVD 516: 322160010002
CROSS ST : N OF 61LOf14WBR WAY 3/23/2016
CITY : NAF126 W9d7MSsass
24 MOW Volume(Volume!actor 0.500)
2'45.101 Start N8 58 C61791189 Into vol Start NS 58 010MIned
1266 64 5 16 15 41 26 56 12100190 64 224 52 167 120 441 M l9tea%ads
12115 AM 6 0 15 12:15 IAL 56 52 104
12:3064 2 6 10 12:36191 54 50 104 NO SO Contbinoi
11044 64 3 6 11 11.45 ha 56 53 t0912:011 AN•12:00 PM
:03AM 2 e1 2 IS 4 26 1:Lid 41 217 65324 111 441 162;1 1297 26'104
(
:ASMI 3 4 5 :as rat 51 64 00
173144 s 2 5 1:3011 57 46 103] (555%) (41.44.)
1:464 1 7 B 14514 51 48 107 12300 PM•12100 AM
100440 5 13 6 9 11 22 2:0006 61 340 70 253 132 692 2588 2610 5306
2:15 AM 3 0 3. - 2:1500 63 TO (53 (50.7%) (49.2%)
032 AM 4 t 5 236 84 119 56 OS 2404
2:45 AM I 2 3 2:451'4 71 56 113
3:0076 b 6 5 5 1 13 3:06141 54 101 62 250 136 g 4311 3915 82268. (524%) (47.656)
3111 666 0 2 1 3:15141 54 54 tad
3:30704 1 2 3 335 50 60 12 132
3:44474 5 2 B 3:45 PO 93 62 155
4:00!6 2 20 1 6 5 26 4:0610 II 336 54 293 5.441 614 Putt Munn
4:15 AA 4 t 5 4:15 196 66. 70 116
4:3364 6 1 7 4:30 re 62 75 157
4:45 AM 6 t 9 4:45 PA 92 74 446 52:006.61-11100 P1(
5:00 AM 4 62 3 20 16 82 5:06 PA 76 501 63 315 166 628 Ni SO Combined
5015661 13 3 14 515 00 79 61 161
5:1046 16 9 25 5:311 Mt 65 92 157 Star5Md
445 AM 25 6 31 1:40741 74 73 t44 7:00 AM 5:45 AM 7:00 AM
401 M4 32 174 9 101 4t 279 4:0000 56 261 03 289 157 552 Vduna
41934 50 is 41 6:15 PO 71 57 133 437 301 Y231
6:3566 41 25 67 6:30 PM 57 93 116
0.4616 76 54 136 6:45 70 73 74 147 Factor
1:00341 606 417 100 393 206 730 70014 Se 243 a 217 129 46d 0,73 0.76 0.81
7::546 142 55 221 7115 PA 69 54 123
7:3264 70 70 141 7:360t 50 54 117
1:415716 94 52 556 7:4500 49 40 84 12siop6.42or1n134
5:007M1 at 244 43 323 643 472 6:0000 Al 304 41 tea 64 332 82 SS Cam6Fned
515 AM 55 39 07 8:15171 51 46 97
5:30 A0 58 Al tab 8:3000 44 51 II
5brwd
11:41 AM 52 71 124 8J5 00 66 50 216 2:1S PM 5:15 P34 4:50 PM
930266 10 25.45 44 169 164 344 9:00 PO 25 134 10 006 B6 175 Volume
9:1$46 14 41 96 6:16 TO 43 56 tot 552 364 548
03564 63 40 53 93004 42 36 50
045.701 52 43 95 945 716 26 32 58 Factor
MOO A8 56 36.6 43 219 007 424 16:0000 11 01 21 116 46 191 0.74 0..09 9.95
1014 AM 45 14 44 10:15 MA 21 54 55
10(3964 46 60 166 10:3000 21 24 45
1145444 56 16 112 5.0:45116 21 34 45
11300 M4 53 214 37 181 90 432 11:0000 13 44 13 67 26 110
11:8.566 46 46 44 11:15190 13 22 35
11:3166 6e 54 136 11:3600 11 16 11
11;41164 64 44 168 15:4500 00 14 24
1
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Collier County Transportation Department
Traffic Operations
Technician:Luis Trujillo
LOCATION : Sr 4710667/5 BLVD 519.322160010004
C9069 5T : W 08 TM6GLEWO 53 CT 3123)22016
CITY :NAMES Wednesday
24 Maur Volume
1r16n616636 66 W6 C403lmd interval Start 5E WB C4mbmad
12-9026 2 15 36 41 15 57 12.05 PN 51 234 63 118 126 442 V6113514 Totals
12115 AA 6 10 16 12:15 FN 31 65 115
12:30149 1 8 11 1232 N4 02 60 112 08 WE 888!646
1246 AM 1 6 11 12:4964 88 4S 95 1.2:05 AM-12:40311
1:6146 2 13 2 17 4 38 1:0064 45 237 56 217 105 464 1473 1241 2714
213143 3 4 2 115564 SI 96 426
11204:0! 6 3 9 1:3364 60 52 112 (54-398) (65.746)
1146 AM 2 6 15 21486 77 51 137 12:00 814-12:00461
2-9644 6 13 7 9 53 12 2:6081! 71 266 64 193 114 523 2629 2610 5247
2515 AN 3 0 3 2:1564 5 46 125 (06.2%) (44.496)
29041 3 1 4 2:3064 75 66 341 24260.4
3:4594 1 t 2 2:464. 64 6/ 321
3:00 OA 6 e. t 5 1 11. 36664 64 261 61 244 138 903 4102 3859 7561
3115 AM 5 t 1 3:556 E6 9) 124 (81.196) (48.5%)
3:10 Mt t 5 2 .5:3564 SS 52 117
3:41 RA S 1 7 3:458 75 42 137
4:00 AM 2 21 3 S 9 26 • 4001. 72 291 61 279 135 544 Pesti Kota"
4:15451 4 0 4 4:1561 63 67 235
4.36 AM 6 t 2 4:3564 66 71 138
4:43146 4 1 20 445 nM 94 73 262 11100611 9366094/
20604 8 62 0 16 8 79 5:0684 63 118 69 329 539 547 E1 WE C4a6t4Mld
6:1516 11 2 13 0115 Poi 22 84 154 $�
5430 AM 14 8 26 5:36 45414 94 178
5;4546 26 6 11 545 64 74. 82 161 1:90 AM 5:05 AM 7:15 644
650346 29 166 6 55 31 214 6:0631 55 268 76 291 Or 541 Vd1N,,.
6415 144 34 16 42 6:15 Pit 64 73 144 353 258 550
5430 AM 41 17 58 4:28192 66 51 129
6:454. 31 19 16 645 IM 75 82 133 FOQAr
7:00 AM 101 352 43 511 141 344 7:00 PM 43 210 64 237 133 477 087 096 0.54
7:15 461 104 44 344 7:55 664 E8 56 326
7:10744 66 61 125 7131144 61 61 124
1.451. 64 46 135 7:45 64 57 36 95 .121L88.18111.52,00 AM
506514 76 238 46 256 542 456 84684 53 239 M 166 96 423 0E WE C9641201461
8-151. 58 51 tis 8:15 PM S8 It 200 StafdO
5137 AM 54 65 655 810 64 52 44 06
8:45 AM 47 73 620 6.43 M 17 48 124 4:45 854 5:15 4. 5:15 FM
0105 AM 30 144 48 295 306 966 9:80151 31 762 56 577 56 114 Vdtvoa
255 AN 42 47 60 9:151. St 56 109 2639 336 624
A31rd' 49 .49 98 9:30194 47 39 75 tractor
Alt 43 it 94 5:4615 31 34 EA
11.00 AM 50 493 30 226 100 454 19:8066 23 91 23 Dot 43 153 0.54 0.90 0.42
5613 44 44 54/ 100 10115 641 30 29 45
11232711 47 44 91 24:15 3* 24 27 53
10148 AM 50 64 21l 19:45 M! 25 29 56
11106 AM 43 198 57 119 404 431 210106 56 58 12 65 31 129
52135 M4 41 57 04 5111576 15 23 36
11:30 44 86 14 Stn 13il530 54 20 35
11:41 AM 54 46 100 11:48 34 4 15 23
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Collier County Transportation Department
Traffic Operations
Tedsnidanl Luis Trujillo
LOCATION : W1LdPL094`ER WAY SIM 32216001020
CROSS ST :SOF ST AN0REW5 BLVD 3123)2016
CITY : tiAr535 Wednesday
24 Hour VOkume(Volume factor 0.500)
Inbalvl Spit E6 We tmntlned blared Start 2A W0 Combined
52:00104 0 3 1 5 3 e 7100 pm 22 58 46 526 66 216 Vol um*701251.6
12115410 0 0 1 111010 21 32 60
22:33 AS 1 1 3 12:30104 22 36 65 E6 We Combine[
12:45 AM 1 1 3 12:45 PM 26 22 46 22:00 Rd.12:00 P114
5.06 An 0 1 0 2 0 3 1:00191 30 152 22 Ice 52 1225 53a 507 1127
1:13 AM 0 1 t 1:1544 21 20 50
(425196) (53.0%)
1:35+24 1 a t 130 PM 33 29 62
1:.16 5214 0 i t 1:45 PS 39 21 67 13:00 PPi•12:00 AM
200 AM 1 2 1 1 2 3 100 PM 46 136 35 234 53 332 1044 1110 2182
35154 1 0 1 2:15 PM 44 75 119 (4¢396) (1L.7%)
233 AM 0 0 6 2:30034 36 3* 115
2:454 64 5 0 1 2:49174 30 46 7 24 Haws
3:15 An 0 0 a 0 0 6 3:06194 21974 1715 2200
1a 102 l]] 55 221 .196)
3:15 AM 6 a O 2:1%PM 244 ss 59 (47.095) t'11
3.36 AS 0 a a 330 PS 22 38 42
3:43151 0 O 6 3:45118 25 40 50
4:N Ary 2 4 0 1 2 5 4:56 nM 24 100 31 111 55 216 Peak Hour"
4:15 144 1 0 1 4115 PM 30 22 46
4;36 AM 6 0 0 430 PM 22 12 54
4:43744 1 1 2 4:45 1110 21 31 61 47460 AM-1140d WA
5:00441 3 9 1 5 4 14 5360151 33 134 32 122 70 214 El WI Combined
5:13144 2 3 5 5:25 PA 26 31 56
5130 44 2 0 2 512011 17 12 60 Stared
5:45 44 2 1 3 5:45 191 23 26 47 6:45 AM 11:00104 62451M
6102 AM 3 50 1 31 4 00 650001 23 16 25 110 55 194 Vdeans
6:13 524 3 t 4 6:15118 20 33 53 196 133 324
6:33 Ad 13 3 16 6361114 26 21 40
5:43 AM 40 36 66 685 PM 14 21 42 604122
7:0244 75 174 26 115 103 210 2:0004 20 61 1A 66 36 121 0.45 0_42 0.63
7t15 AM 57 4AC 137 7:15 04 17 26 43
73541 14 10 24 7:3604 12 16 26
7:46411 16 16 36 7:45114 14 6 20 121420220.-1211111M0.
0:0334 16 70 79 502 45 172 1:00194 17 M 9 30 26 114 E6 WS CArrtheteI
0:1s 44t 1s 27 45 8:15 PA 15 12 17 Started
43644 17 21 37 1:31424 21 9 35 St45 PM 4-001171 2:00 PM
et45 Mt 24 19 43 485 am 22 9 31
0:0934 t3 40 76 100 31 152 910 he 15 64 12 33 22 92 Wdurne
0:10 AM 6 27 30 £15 444 17 8 25 167 234 392
9:33 54 II 30 42 1030 444 17 6 23 j.
9:45 AM 15 34 49 9:4504 15 7 22 factor
15.00 Mt 17 65 22 94 45 110 10:001110 9 30 2 14 II 48 0.07 0.75 0.02
1015 614 56 16 32 1035114 4 3 7
4033104 32 20 52. 1030118 I 7 I5
1045 524 21 31 51 30:45544 5 6 55
11:NAM 15 74 36 123 51 267 21:00158 15 19 3 12 23 32
11515 40 II 30 40 51515114 6 3 5
11:30 41 20 32 52 1130 P22 3 6 9
42:43 AR 21 35 55 15145194 0 1 t
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APPENDIX B
Crash History
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Collier County Collision Diagram
SAINT ANDREWS BLVD @ WILDFLOWER WAY
Total Crashes:6 Date:01/01/2013- 03101/2016 Total Diagrammed:6
-Legend
1
2-3
y►,� 4-5
6-10
10
Total Fatalities: 0
RUN Total Injuries: 2
OFF
ROAD Total Motorcycle
Hit Crashes: 0
Fixed
Object
Prepared t1 :
1111
DAN H,LL
Z379.2G98
15
Responses to 2/25/16 Meeting Notes from Lely CCPOA(St Andrews)
Based on a meeting held on 2/25/16 Growth Management staff will:
1) Check all bike lane and roadway markings along St. Andrews Blvd.to determine if they need to
be refreshed. Response: Road Maintenance staff reviewed the condition of the pavement
markings and determined the reflectivity scores are good with the exception of the bike path
symbols. Road Maintenance subsequently painted the bike path symbols along St Andrews Blvd
from Rattlesnake Hammock to US 41.
2) Determine cost associated with adding one layer of thermoplastic striping to the 18" White
diagonal gore between the travel lane and the bike lane. This request was to potentially draw
more attention to the gore separation between vehicular traffic and bicycle traffic. Response:
Using the original quantity of 18" striping,the cost was estimated to be approximately$6,000.
However,Traffic Operations does not wish to proceed with this work as it is not a standard
procedure and due to concerns of noise complaints.
3) Perform traffic counts at six locations along St. Andrews Blvd. Response: Traffic Counts were
completed at the following locations along St Andrews Blvd:
• East of Tamiami Trail
• West of Warren Street
• Warren Street south of St Andrews Blvd
• South of Wildflower Way(west of Tanglewood Ct)
• Wildflower Way east of St Andrews Blvd
• North of Wildflower Way
• South of Rattlesnake Hammock Road
4) Notify sheriff's office to perform more enforcement of no truck traffic. Response: Notified Lt
Dolan of the sheriff's office to provide targeted enforcement, especially of truck traffic. Lt Dolan
responded indicating they would.
5) Perform study to determine if crosswalks would meet warrants at three intersections along St.
Andrews: Wildflower Way, Quail Hollow, and Tanglewood Ct. Response: Pedestrian counts
performed as follows:
3/22/16 E of Quail Hallow Ct 10:30am-11:30am (2 peds crossed 10:40)
3/23/16 W of Tanglewood Ct 11:30am-12:30pm (0 peds crossed)
3/24/16 S of Wildflower Way 11:30am-12:30pm (0 peds crossed)
Following the Traffic Engineering Manual, revised in January 2016,to warrant a crosswalk
requires the minimum thresholds:
20 or more pedestrians during a single hour, or
18 or more pedestrians during each of any two hours,or
15 or more pedestrians during each of any three hours
6) Perform counts for a multi-way stop control study at St Andrews and Wildflower Way. Response:
A multi-way stop control study was completed and this location meets the warrant for multi-way
stop control.
7) Evaluate speed table adjacent to 777 St Andrews Blvd. Response:Traffic Operations staff took
elevation shots and found the speed table adjacent to 777 St Andrews Blvd to be within
acceptable tolerance of the design.