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Backup Documents 04/11/2017 Item #10B 10B Proposed Agenda Changes Board of County Commissioners Meeting April 11, 2017 Add On Item 10B: Recommendation to accept a Multi-Way Stop Warrant Study and approve the installation and operation of a 4- way stop control at the intersection of St. Andrews Boulevard and Wildflower Way at an 'in$tallation cost of approximately $300, with an annual maintenance cost of approximately $100 (Cost Center 163630). (Commissioner Fiala's request) Move Item 16A8 to Item 11B: Recommendation to approve a Resolution amending Ordinance No. 2004-66,as amended,that created an administrative code for Collier County,to amend Exhibit "B,"Administrate a Code for Land Development,by amending Chapter Four,Administrative Procedures,more specifically to add section M, Stormwater Plan; amending Chapter Eight, Public Notice,more specifically to amend section F,Stakeholder Outreach Meeting for Golf Course Conversion (SOM); and providing an effective date. (This is a companion to Agenda Item 9.B.) (Commissioner Solis' request) Time Certain Items: Item 13A to be heard at 10:00 a.m. Item 10A to be heard at 1:00 p.m. Item 12A to be heard immediately following Item 5B 4/17/2017 10:27 AM Add On Item 10B 1 0 B April 11,2017 EXECUTIVE SUMMARY Recommendation to accept a Multi-Way Stop Warrant Study and approve the installation and operation of a 4-way stop control at the intersection of St. Andrews Boulevard and Wildflower Way at an installation cost of approximately $300,with an annual maintenance cost of approximately$100 (Cost Center 163630). OBJECTIVE: To request the Board of County Commissioners ("Board") accept a Multi-Way Stop Warrant Study and approve construction, activation and maintenance of a 4-way stop control at the intersection of St. Andrews Boulevard and Wildflower Way in accordance with any and all applicable federal, state, and county standards and specifications governing such traffic control devices. CONSIDERATIONS: Florida Statute §316.006 provides that the County "may place and maintain such traffic control devices which conform to the manual and specifications of the Department of Transportation upon all streets and highways under its original jurisdiction as it shall deem necessary...to regulate, warn or guide traffic." A traffic engineering study, performed and approved by a Professional Engineer registered to practice in the State of Florida, has concluded with the determination that the subject intersection meets the minimum warrants for a multi-way stop, as set forth in the Manual on Uniform Traffic Control Devices (MUTCD). Installation of a 4-way stop at this location is within Collier County Access Management Guidelines. The traffic engineering study was performed at the request of the Lely Country Club Property Owner's Association. The study report was completed March 31, 2016, in accordance with guidelines promulgated by the Florida Department of Transportation and the MUTCD. The investigation of the need for a multi-way stop includes an analysis of various factors related to the operation and safety of the intersection and determines if specific warrants identified within the MUTCD are met. FISCAL IMPACT: We estimate the cost of this work to be $300,with an annual maintenance cost of approximately$100. Funds are available in Traffic Operations General Fund 101. GROWTH MANAGEMENT IMPACT: There is no Growth Management Impact associated with this Executive Summary. LEGAL CONSIDERATIONS: This item is approved as to form and legality, and requires majority vote for Board approval.—SRT RECOMMENDATION: That the Board accepts the recommendations of the Multi-Way Stop Warrant Study and approve construction, activation and maintenance of a 4-way stop control at the intersection of St. Andrews Boulevard and Wildflower Way in accordance with any and all applicable federal, state, and county standards and specifications governing such traffic control devices. Prepared by: Daniel G. Hall,PE,Principal Project Manager, Growth Management Department 1 08 St Andrews Boulevard at Wildflower Way Multi-Way Stop Analysis Prepared for: Lely CCPOA Authorized by: I � Collier County Growth Management Department Traffic Operations Section ii Prepared by: Daniel G. Hall, P.E. Senior Project Manager Registration No: 58050. • �/J j SignatorP... Date 41 -1,1 h, March'31,2016 10B Multi-Way Stop Intersection Study Report St Andrews Boulevard At Wildflower Way ~mac E�lfl '` i :::,..r. t `/.", / 4 `), , / •/;. • r' of /if • aF• ", ,r za 1 try- . q¢. .o, & r i• /t•, . "�� .r I P s * � ' P:1-/i' r .. r .; ' tcsi1.ice § + V.--:-.,--• ••• F ,✓ 1+ !r.. Colt--- County Prepared By: Daniel G. Hall, P.E. GROWTH MANAGEMENT DIVISION COLLIER COUNTY,FLORIDA March 31,2016 1 lob i 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). .,/iNiU 1 4 ti��'L��"1 i , ;•'i '1 :ii :`5:•u11 f,.±11a• ,d,aa[trt'•: 1 i ---, V{ t+iy+Y� r,, t.unimy.+ar}!t.-dw (_��u-�1u •T �menton ow, -, 7Y z .•'i.ifJ.'t![tSrih> t i ------.. *.>;',,i,/4":•••;+0, n ,,,,,;• p '} t rNtteen. C _ eV I v -,...,•p„::!:,,,, • : ivr - a�'t...,.. 1 � 9r ,.'rrp ;744413 4+ " 4 „. 1. I h _. P v,-,igvIF 1.; I�A L •" ° .rp.°1r1;1i,•wt� ' ....'4:::::t,.:4:1;:, . ";v + :t. LCY I E IOA.nei<,Ac`a .!y r . 1O� 1 .tds ,n .nm 1 IEfI I.r z w/`.lift, —-- • •• p C.S , r • " f a it-IW pY f � ° ? 4 .� �j Z ;�%, � S.••4'5 r 4�aM €e-•E '' 5:µi u , j 1-0 s r g• \ I 'x r \t r;,. -7• ,s6.%4; i, .1,0. �+t M• ..-t;4 A Yea -i•: . . 1 b , !-J y y.. , ;; r . ` 'a r^ d *4 .: -(.., .jirkr ' ' r rap,' N 1 .`[ ) .t • i! p� : �y�4 V ;'a ` , j , f \ ^R Ji.q 4. �t'E ` 5.r : ••\II s 'X;fs. . C ,"a•.r �' f ,�7' 'pr41' a. VidR : t ty [ 4,4� } +",, t\ F,�a' ,--'�z- /:�. • r0if,', ...le byo \ ' `.ifp e A •''' , %,3.1,„,c m. [ t " ::-.±:i :1'� id• s •9 , . /413'1".' , .. • -'i t *.• •A1%:n'1 A,• %:I -,:�, 3'' • •s,i,r s• ft 1 I;.,. .1-' • M •p� , / Study Intersection •',I. 9� ` v ta 1 •Ada I T. "1)...„,„.-7.-- .. ` ' d :5., R a .r \ . .0 ` {61-ic"1{�n�t�gr. � ? - x;/,. 9.tIy^1, + q4„'3!•y :, j*' • i [ ,At • tY = i I. y 4 e' II\��1. •1 rte ,� ti r Al•Rt,il' cti .`�. 7 4441 _ p :• S• 47'\ 1 .” rr N 40 •:;>�n > ,'aid •; 7,'►,,, "p. �`` �� auattt it,r S'••' 5 6. 84►10 t.r,;.a1„c 4 {„ .`� ,, Wildflower Way y et lee o A yrs ii I - L�tn. * .`,'7.2:.'8mei tv{ .... ♦.. I .\ o' .61' i.15cnrJ ,i,;'. It . j ' St Andrews Blvd' . Y, 4.�`t ✓/ (a,� hl.r ¢• X71" p a �� \ yi t r' 0.ri pM .r 1 I,l f; P • I ! e3"r?n' y�,,.y ] A.- ' J c^�,. Figure 1,Vicinity Map 2 108 , . .., ....,„, _,,.. ,.„... , ,, .,........„,.. . 4/ ' A- ',Z,;,..._,,u, J i + J / ,/f,� �f.r-c, /t.,. ��- Ji P� s `t1 _l'-' 1-C-4".., :f. 4:•.% . / ,r�-l `( t Study Intersection ." Y 1:I - St Andrews 1 / F, . �, /� Boulevard f �s r 'J /f �` s1 ,..,...n4.„-:. .1sLely Court <,, f erg /4-!��► r i. _ � a we r d i., // S t. its y` �'�. 1 ,,� , -zt /[ Wildflower Way 4 Y • Existing -7)-7,:14 t ; Stop Control ja „,,„7,,,e,',^ St Andrews4 ,'` , \ U ` t �= ) ` `� 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 support statements 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: 3 108 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.l, 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. ii I . 4 ! • 10 B 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 i . 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 23.1 123 108 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: 5 108 n , _ _. , iii, ; ., , . i„ __, __, i . �} ,,, i .-, .. � - -� - `.,�! amu/ , I f.,S' .-,a,.. . ` '"1a 4s''. I •i-,I a. J. 'fir ^ 1 1. W. 4 g 151 A N, 4�^ 1 t t�J'z} 4 `'c x+4 tY;i ��'A''tl i i :' 7 ..—,--- .-- : •....,,,,p4-9„,,,.. ..,..,. „„ _:‘,....,....„, ,,,,.„,,,7--1•••I,-.41;1;,„.„ ,'. L +g M rE 41 ski , :, ),-c 'tics �y Photo 1 —St Andrews Boulevard looking south y 1 `S y.A Y�+1'0'1140 4 F I j�', 4 ti 0,: :^, i4. -x%- ',..4- r''' S '4"i i 4. G� t `� ;, ' �' '� aft Y eat > , t,V , I *4 K- r i <„,,,,-,--02.7,--,..1,4, . a,t i1-,-..v.:4-...... ---_,.%:;:--. .. ' .!...N�` ' � .--11" J ,i ,+, .! • Y�- --,. .....-...1-2.-.1. V4x1! fi 161hs ? Jc , _ r.-z � i .-_ . . ,htt i e14' y `a � TV- .��AVfSFJYU..,S�X f% ' 7 • F .L .f , . , y. 4 <," a e $ -,✓" x J , .ic • `4v-= p•�-'S`kt. Y T ' :,= y al's` _ ' , - :_,''-:''':" k tr _ .. ,..,...... ;,) ,...„,„..r, 3 , .4. - _ r, ,,,,ak . ......„...7._,... ,t,t_„,„. a � z,a }� Photo 2—St Andrews Boulevard, looking north I � 1 6 1 1 0 El ///// t • # — -Z-_� tet : ° • ,><..�-7 L 1 .. F1 att„a 'F'eS111 i;'tYe t " . T ... 4yY 4 1J ' 'S> Photo 3—Wildflower Way looking west toward St Andrews Boulevard A Y +eat" „ r- lip' ''... '''''...77,2...T*-::, , ... ,,,....„,,, ..,._ ,...7.,. . . .. ,...,-,.•...i..,.. I J ,, i • ,""-. irk ..; -,t( � "--)//4.':-.'4.-11%.i- pV 7 r__, .!..„..., ..........,,„.,,,,.„.„,,,ei.,,,...,,,,•....,. •;,..,,. .. • , .. . ,. . , ....,. .:.:::.7':. -,..':'•.,•:•;.'.7.---:)Zst)..c ..',05'.41,::-T1,,:";..-;'..'--.:.,"---•-;': • bxz Photo 4—Lely Court looking east toward St Andrews Boulevard • 7 1013 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 B1-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= 1.47Vmajortg) or ISD= 1.47*35*7.5=386', where Vmsjor 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. Q ,�.,.� b .- . I � Major Road Major Road P P clear Sight Triangle ._.. a rt Clew SlghtMang ie Decision Point DecNion Paint Clear Sight Triangle Far Viewing Clear Sight Triangle fair Viewing Traffic Approaching from the Left 1Vaffic Approaching from the Right Figure 5,AASHTO Model for Intersection Sight Distance ii 8 106 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. 9 10B APPENDIX A Traffic Volume Counts • i , I 10 1 ' 10B Collier County Transportation Department Traffic Operations Technician:Lois Trujillo 1CCAt2Ur : 5 340 eesWWM SM:322110410002 [Noss St : n OF wttonamat WAY 2ri6 20 [mr : 101425 24 War Warne(PoMme factor 0.500) 37400.11153511 AA Si Gan11d015 1r4vwl 53121 Ns /1 02064121 %202534 1 if IS M 25 56 1210055 N 234 12 252 720 441 V51551 IN0201$ 1215551 6 I 75 121115. 55 1) 705 1231 AM 2 1 15 .12730111 54 In 104 1L 521 011141llllid 17:45 AM 3 5 11 123555 15 11 155 1200 441.13:0051 tam 744 4 71 3 11 4 37 Ian 1•1 45 317 to 224 In 441 1623 1301 - 2022 112535 1 4 7 3:1l5 55 44 125 (Sfi11y (41414) !77655 1 2 7 1;355 57 4l 160 11441 1 7 1 1:4555 54 40 357 1200554•12*00514 370615 1 13 4 - / 11 22 10145 f2 140 70 153 112 562 2W 2574 5305 3:3555 2 0 1 • 211155 13 70 III (147%) (40.324) 23055 4 i 5 213465 lU 56 175 24 55040 k.75.442 1 3 3 2455. 76 54 133 310255 0 5 I 7 1 11 1355 74 201 62 3521 IY 531 4311 (47.%5 0225353555 1 1 1 2:155 74 54 111 (53.4114 ) 33655 1 2 2 3;305 401 72 112 3;46 MM s 1l 3:455 52 52 131 40655 3 26 1 5 1 31 410055 II 131 74 302 t60 f1* Ps&Mum 415 AM 4 1 I Iu555 10. so 116 45155 5 1 7 443655 02 75 117 4146514 5 1 1 4!,111. 42 M 141 .121511A311.-121330391 few As I 61 2 20 10 52 510155 71 361 II 175 111 5211 111 11 CuniinUl 173 MI U 3 14 511155 11 91 145 kV AM li 0 35 5*35141 it 92 137 01700 EV A74 25 f 31 514555M 72 141 7700 AM 17:45 4/1 7:00214 2 17 0255 32 6 f 101 41 374 111055 0 351 90 244 IO 557 yds. /13155 25 15 41 315155 71 57 112 417 30S 720 f1301M 41 25 57 3365 57 51 115 1153144 74 54 130 011555 73 74 147 Fodor 310675 105 all 1001 503 355 73a 7100M N 241 66 217 155 450 0.13 0.74 0.11 711S55 142 11 222 721555 54 54 523 713640* 71 70 141 7136M n 50 117 7;4540* I5 12 156 714555 M b 4* 12+55M1=1T05151 5102 AM 11 11 42 121 143 472 110055 43. 304 41 IY 54 212 M1 11 060150116 LII 55 Si 11 17 Sal 146 II 46 *7 5271/5/0 5136 54 5► 50 106 1;305 44 II as .2:15 F74 3:15511 4:34554 Lam 17 72 134 UM 1i 50 HS 5100211 II 211 44 115 104 314 u0555 51 734 36 510 56 335 Voltam 1*7514 54 42 5* 1515 43 56 10) 353 354 fat 1:10 AM 11 40 W 43655 42 34 10 Puke5:455. 12 N II - 43655 3f13 H 1510255 54 341 4/ 211 157 414 1010155 ts AI 14 110 44 141 474 °St 4.46 4513155 45 54 M 11.15111 21 34 15 1213655 44 40 106 101305 31 * 45 1014555 56 56 112 10;455 21 34 45 1200 144 53 2255 37 101 15 412 111065 13 44 II 57 21 116 11:1555 46 A 14 131155 11 12 15 {22755 66 54 121 111305 11 I66 11 11;4355 54 44 766 11:43 M 36 34 24 1 11 LOB Collier County Transportation Department Traffic Operations Toth Baan:Luis TTujtilfo L5.Al2ot1 :51A4021/17154LY6 14:332110010004 CAWS st : W Of11154:36000 C7 31274514 CITY :*45255 WodOSW 24 Nam Y9lme rrsMtnl sawn Vs Ws Os4Y*d lrrnrl Start 6A WY olndnd 1214A4 IS 14 at tt 27 1144141 A 212 41 MI 110 442 VolumleTcW 1526041 20 14 1521* II 10 111 112251 • 11 15741* 52 40 111 as 4(a CruMMM 23:55 AM a 11 me* it 45 47 11:00 Alt-11100 M 1100* 11 2 17 t 40 /MI IR 4* 217 R 217 341 444 L4M 1141 3714 11114* 4 7 1445* it M 1217 111053 3 s 1:50 MM N 21 112 ( 2%f (45.7%) tr4$j*4 t 1• 1340* 77 i0 ur 1x062-2200 AM el:: 13 7 • 3] 23 2071154 74 211 M Ss1 W 511 209 3414 5247 051524 0 1 511* 4* 66 130 (301%) (40.514) 213054( 1 4 2441* M W 141 2473041 2164. 1 2 3�4ryr 44 n 121 4101 MO 7141 1.415 54 I 4 I I at 1:545* 44 244 it 244 114 300 11155* 1 1 ]1317M 44 at 124 (f1410 (45554 030 AM a 2 lets* 44 43 117 1:3344 2 2 244 2 34 61 137 4:00 AM 2t 3 5 ■ a .1401'2 73 227 47 22* 13$ 541 pyo:Moat 4:35 424 0 4 441 442 *1 47 310 4:20 AM I 7 .4444* Y 71 Ms 4!041 aa1�L11e0414 4.5653 I 10 4145* It 73 3101501 41 0 14 I 74 296 no al 114 at 220 • 407 45 WS C44MMi044 531 AM 1 2 13 5:/5745 72 sa 151 5:7053 1 4 51 [444142 74 44 170 SWIM 4r 2 4 32 5:45* 7t 35 NI 7:06 AN 4:004* 7:13474 it415W 2 144 3 54 15 215 494142 14 344 74 254 117 541 Yd7Rq e1553 3 1a 42 GMM* 41 72 144 753 2112 4:30 AM 4 17 5s W me M a 110 160 41653 7 1* 44 4145 424 75 11 117 !odor 714153 74 131 40 411 141 444 794* 47 330 44 272 112 417 0.47 Ola 0.44 7115 AN 740 44 144 7•.1134( Y M 124 74704* 14 41 124 Nal Ng Al 42 114 1340411-iLAr all 71653 44 M 115 731 Mt A Jt es *141 AM 39 214 44 254 447 444 494* a 242 44 14i 54 415 as SM Carltlinoi 435M LL U Me 1111* it It W i tartud 4130* 44 6 114 •StM 44 14 14 4145 AM 47 73 121 5+335177 47 IM 4:41 PM 3:11M 5155 PM 1:004* 50 144 r 413 tit 31 410.2 11 142 54 177 IS 342 Ydtna MOM 42 47 M 411* St t. 104 254 22I 434 5131 A* 44 40 it 4431* 47 24 74 tides 14427*4 43 it 14 441101 2311 34 44 314153 10 101 se 234 !04 441 1410.14 3* It 23 104 41 144 6-44 0.10 0.92 1@144* 41 M WA IY15M L 25 44 141104* 47 44 Ii WMM 16 27 11 {0:4653 41 44 315 74344 25 25 1114141* 47 104 sl 2ss 104 417 1150444 11 3e 12 51 1 773 111144M 41 A M 13110* 15 23 * 17!304* it 51 III 31444* LL is Si It:4SM 44 46 404 17:33 M t 15 51 1 ! I I : I I 12 • I 10B 1 1 Collier County Transportation Department Traffic Operations Tidlnid*n:Luis Trujillo LOC+rnon :bums ores!WAY Set 3711021MM CROSS ST :t1Or$1AROMAS SIMI art :routes rr014 24 Hour Vdw»(Volume fettor 0.300) 3Mew11 Starr 11 WI Cettlatmid Liaral Starr II MI Cembpga 13004*1 0 13 3 3 1 f2100* 22 56 x OS 321 111140415M915 13:1541 1 0 * :2115 PM 21 12 *1 12.3044 1 1 233 12:30* 22 33 Si EE We C+4461N0 124 MN 3 1 1 3214141 21 32 41 1100 Pt•13:00 74* 1:001* 0 1 6 2 0 1 140 P4 10 123 32 III 13 231 S30 917 1157 11154A O1 1 inc* 21 3* i0 (47_3%) (t3.0m 5212 MN 1 0 1 111011E 31 X 53 148* 11 3 1:40* b 4 67 12:00 PM.121:10 AM 244N I- 2 2 s 1 3 2.00* 41 150 4 234 01 302 104 Ui0 2162 1114* 0 1 2125* 44 75 810 (43.3 6) 01.7%) 2.304" 0 1 2:10* 34 7* 114 24Natas 1454* 1 1 1744 Mt IS 4 1575 1731 Sae1001E! 1 1 0 5 6 LOOM 23 27 102 3• 133 5 2 ) [ 135"1 O s 3:15 MI 34 35 II 3:4 Al 0 0 3:30* 32 i0 4 344* 1 0 2145* 14 .n w 4.00701 2 41 3 1 440* 14 100 31 111 55 213 Peak lora ALA AN 1 1 4111* '11 22 41 4.104* 0 I 4320* 21 31 14 99304/1 I 2 4145* 35 31 11 110001/4-O1.M►11 Immo2 4 5 4 14 !!0* 31 114 12 130 70 314 El V►1 C4ebbad 1:35 MN 2 1 5:15 M 21 30 50 S41tN 1!1741 2 2 5110* 17 32 p 148 AS 21 3 5145 M 21 21 47 *:45 AM 11:0644 11:43 NA 1102041 1 10 2 31 4 40 440* 20 8* 26 111 II 101 vac.. 9554* 3 1 4 6A5 Mr 24 31 51 140 132 9304* 11 3 11 4! * 21 O23 41 Oa 945 MM 46 35 0* 4:41 M 14 31 42 Muir 7:001* 71 174 Al 115 103 3110 740* 20 4 1/ Y 31 125 0.61 012 043 711144 57 40 127 7111* 17 X 43 2.33411 14 10 14 711 M1 12 1i 21 3:45142 11 5* 31 7140* 14 4 70 .1210221122-12631131131 1700 M* 16 70 M 101 45 170 LOOM 17 73 9 11 25 114 lb WI 00E16843d 0111 MN 15 27 40 an M 15 32 37 rlig 930 MM 13 25 17 0:321 9 30 X 0 M 1145144 2:0011! 2:0014 9.64* 54 19 43 0:45(1* 227� 6 11 1064* t2 41 14 106 11 157 040101 11 44 12 13 27 57 V11tm1 1754 4 I 27 II 5:11 M 12 1 25 167 234 ,312 17.30 me t2 30 42 1430114 1 6 23 'war atom 15 34 41 4:41 M 1 7 2 190046 17 * 20 *4 45 110 1040* 30 2 u I 41 0.17 075 0212 2115 All 11 18 32 1091* 3 22134*4 32 20 Si MI6 mot 7 1 264s oar 21 30 51 10:41* 6 1 111001* 11 74 35 111 Is 207 11100*' 1 19 3 13 1 32 012751* 11 4 41 11:1114 3 811314* 20 32 52 11:10* i 11:454* 31 35 Ii 11µ5M 1 1 • 13 ri 1013 APPENDIX B Crash History i 14 1 0 1 1 1 ' Collier County Collision Diagram SAINT ANDREWS BLVD @ WILDFLOWER WAY Total Crashes:6 Date:01/0112013- 03101/2016 Total Diagrammed:6 � `. -Legend f S `.,` yy:ss 9 ® 1 : Shu t tm ® 6-10 V >10 g Total Fatalities: 0 la Total Injuries: 2 Total Motorcyde Crashes_ 0 I 1I fes . 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