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Backup Documents 05/24/2016 Item #16J1 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 1 6 1 THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. **NEW** ROUTING SLIP Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office JAB 5/24/16 4. BCC Office Board of County Commissioners .4.1-1s/ (0 5. Minutes and Records Clerk of Court's Office S-16411 p 3'11 el( PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above,may need to contact staff for additional or missing information. Name of Primary Staff Jennifer Belpedio, Esq. County Attorney's 252-8400 Contact/ Department Office Agenda Date Item was 5/24/16 Agenda Item Number 16J I Approved by the BCC Type of Document Traffic Control Agreement Number of Original One ✓ Attached Documents Attached PO number or account n/a number if document is to be recorded INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature " AMP OK JAB 2. Does the document need to be sent to another agency for ad. •... •. ures? If yes, JAB provide the Contact Information(Name;Agency;Address; Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be JAB signed by the Chairman,with the exception of most letters,must be reviewed and signed by the Office of the County Attorney. 4. All handwritten strike-through and revisions have been initialed by the County Attorney's JAB Office and all other parties except the BCC Chairman and the Clerk to the Board 5. The Chairman's signature line date has been entered as the date of BCC approval of the JAB document or the fmal negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's JAB signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip JAB should be provided to the County Attorney Office at the time the item is input into SIRE. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 8. The document was approved by the BCC on 5/24/16 and all changes made during the JA meeting have been incorporated in the attached document. The County Attorney's 3 Office has reviewed the changes,if applicable. 9. I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised I 1611 MEMORANDUM Date: May 25, 2016 To: Jennifer A. Belpedio, Assistant County Attorney County Attorney's Office From: Teresa Cannon, Deputy Clerk Minutes & Records Department Re: Traffic Control Agreement for Naples Bath & Tennis Club Commons Area, Inc. Attached for your records is a copy of the document mentioned above, (Item #16J1) approved by the Board of County Commissioners on Tuesday, May 24, 2016. The original document is being held in the Minutes and Records Department as part of the Board's Official Records. Copies have been sent to the Sheriffs Department and the Community Association Manager, Chip Allen. If you have any questions, please contact me at 252-8411. Thank you. MEMORANDUM Date: May 25, 2016 To: Kevin Rambosk, Collier County Sheriff Collier County Sheriff's Office From: Teresa Cannon, Deputy Clerk Board Minutes & Records Department Re: Traffic Control Agreement for Naples Bath & Tennis Club Commons Area, Inc. Attached for your reference is a copy of the agreement referenced above, (Item #16J1) approved by the Collier County Board of County Commissioners on May 24, 2016. If you have any questions, please feel free to contact me at 252-8411. Thank you. Attachment l6jj MEMORANDUM Date: May 25, 2016 To: Chip Allen Community Association Manager From: Teresa Cannon, Deputy Clerk Board Minutes & Records Department Re: Traffic Control Agreement for Naples Bath & Tennis Club Commons Area, Inc. Attached for your reference is a copy of the agreement referenced above, (Item #16J1) approved by the Collier County Board of County Commissioners on May 24, 2016. If you have any questions, please feel free to contact me at 252-8411. Thank you. Attachment I T � 4 AGREEMENT APPROVING AND PROVIDING FOR COUNTY TRAFFIC CONTROL JURISDICTION OVER ROADS WITHIN THE SUBDIVISION OF NAPLES BATH & TENNIS CLUB COMMONS AREA, INC. THIS AGREEMENT is made and entered into this )44hdayof 7n0112-- , 20 IC, , by and among the following three parties: Naples Bath & Tennis Club Commons Area Inc., do C. Allen Properties, 3050 N. Horseshoe Dr. #172, Naples, FL, 34104 (hereafter the "Property Owners Association"); the Collier County Sheriff's Office, 3319 East Tamiami Trail, Naples, FL 34112; and the Board of County Commissioners of Collier County, Florida, 3299 East Tamiami Trail, Suite #303, Naples, FL, 34112. WHEREAS, all roads within the subdivision Naples Bath & Tennis Club Commons Area Inc., (herein after the "Subdivision") (in unincorporated Collier County) are private roads that are not owned or maintained by Collier County; and WHEREAS, the Property Owners Association, which is responsible for maintaining and controlling the Subdivision, has tendered to the Sheriff of Collier County a letter dated February 24th, 2016, attached hereto as Exhibit "A," requesting that the Collier County Sheriff's Office patrol the private roads within the Subdivision and exercise jurisdiction over those private roads by enforcement of State and Country traffic laws; and WHEREAS, Subsection 316.006(3)(a), Florida Statutes, provides that each Florida County may exercise jurisdiction over private road(s) located within the unincorporated area in its boundaries provided the respective County and other parties owning or controlling such roads provide, by written agreement approved by the governing body of the county for county traffic control jurisdiction over the road(s) covered by the agreement; and WHEREAS, representatives of the Collier County Sheriff's Office have monitored traffic on private roads within the Subdivision and have affirmed that traffic enforcement 1 1 by the Collier County Sheriff's Office is appropriate, and has agreed to provide traffic control enforcement in the geographic areas requested; and WHEREAS, a private engineering firm representing the Property Owners Association, has provided the Sheriff of Collier County with notice that the signage for the Subdivision appears to be in completed and in substantial accordance with the approved subdivision constructions (see Exhibit "B"); and WHEREAS, the Board of County Commissioners has reviewed these written requests and has determined that it is in the interest of the public health, safety and welfare to enter into this Agreement pursuant to Subsection 316.006(3)(b), Florida Statutes. NOW, THEREFORE, the parties hereto agree as follows: 1. The recitals and Exhibits referenced herein above are restated and made a part of this Agreement. 2. Collier County, by action of its Board of County Commissioners, hereby determines to exercise traffic control jurisdiction over all private roads located within the geographic area of the Subdivision as described in Exhibit "C" pursuant to this Agreement entered into pursuant to Subsection 316.006(3)(b), Florida Statutes. 3. Pursuant to Subsection 316.006(3)(b)(2), Florida Statutes, the Collier County Sheriff's Office hereby expressly waives the statutory requirement concerning the effective date of this Agreement relating to the beginning of our next County fiscal year and agrees to the effective date of this Agreement. 4. The Collier County Sheriff's Office shall, commencing on the date of final approval by the Board of County Commissioners and thereafter until this Agreement is terminated, include as part of its duties, patrol and enforcement of all County and State traffic control regulations and laws on or over private roads within the Subdivision, including such additional roads, if any, that may hereafter come into existence within the Subdivision. 5. The parties recognize that all private roads within the Subdivision (as such roads are described herein) are not public roads, not County-owned, and neither the 2 County nor the Sheriff's Office has any duty or responsibility for construction and/or repair of any of the same, including signage, and this Agreement does not impose any such responsibilities upon the County of the Sheriff's Office. Signage maintenance, repair and adequacy on and along the roads within the Subdivision is the responsibility of the Property Owners Association and/or other private property interests within said Subdivision. 6. For purposes of identification and geographic specificity, the Subdivision is composed of the platted area described in Exhibit "C" attached hereto. 7. The Collier County Sheriff's Office hereby reserves the authority under this contract to enter into negotiations with Property Owners Association for the purpose of allocating costs pursuant to Subsection 316.006(3)(b)(1), Florida Statutes, as condition to enforcement. 8. This Agreement may be changed, amended, or modified only by means of a written document executed with the same formality as this Agreement. This Agreement may be terminated unilaterally by the Board of County Commissioners (by adoption of a Resolution at a public meeting of the Board of County Commissioners providing that this Agreement be terminated), or by the Property Owners Association. 9. The Property Owners Association shall hold harmless and defend Collier County and the Collier County Sheriff, and their agents and employees from all suits and actions, including attorneys' fees and all costs of litigation and judgments of any name and description arising out of or incidental to performance under the terms of this Agreement. 3 1 6 L1 IN WITNESS WHEREOF, the Property Owners Association, the Sheriff, and the County have executed this agreement. WITN ES: Naples Bath & Tennis Club Commons Area, Inc. By: aob 3t__ Signa ure of First itness ROBIN FREDERICK, President T fQ asI-.00 Print N. a of First itne ` `( Signature of Second itness L"- --- Buie&tEt . Print Name of Second Witness WITNESSES COLLIER COUNTY SHERIFF'S OFFICE 057/7 By: ,t/f/.%/•� Signature of First Witness KEVI J. RAMBOSK, Sheriff &t,k,cx✓ & Cm / Tll- Pri t Name of Fir Witness 1 A . -- Si 4 re •f' S : •• l --Hess A./ / al Fit or • Print Name o . -cond4: —7•"7 Y ' itness ATTEST: BOARD OF COUNTY COMMISSIONERS DV1/IGHTE. BRO I , Clerk COLLI COUNTY FLORIDA )1- Deputy Clerk Att9sl as to Chairman's , Chairman Approved as tAr8rcd'Yegal stuffyiciency.: Jennifer A. Belpedio Assistant County Attorney 4 NAPLES BATH & TENNIS CLUB COMMONS AREA, INC. }( C/O C. ALLEN PROPERTIES 3050 NORTH HORSESHOE DRIVE #172 NAPLES, FL. 34104 239-403-4006 TEL. 239-403-4008 FAX. February 24th, 2016 Collier County Sheriffs Office Attention: Legal 3319 Tamiami Trail East Naples, Fl. 34112 RE: Naples Bath & Tennis Club Commons Area, Inc. Traffic Control Agreement Request To Whom It May Concern: The Naples Bath & Tennis Club Commons Area, Inc. is submitting the attached form agreement and supporting documentation for consideration and approval. The Association is requesting the Collier County Sheriff's Office enforce the traffic laws of the State and County on its private roadways. Attached, for your reference, please find the "Agreement Approving and Providing for County Traffic Control Jurisdiction over Roads within the Subdivision," Exhibit "A" ( this letter ), Exhibit "B" ( an original letter from Zachary Stone PE certifying all signs are consistent with the approved plans for the subdivision ), and Exhibit "C" ( a Plan depicting the subdivision and private roads the Association wishes to be patrolled by the Sheriff's office ). If there is any additional information required, please contact our Community Association Manager, Chip Allen at 239-403-4006 or via email chipcapnaples.com. We look forward to your response. Best Regards, VAIN, Ate ; Robin Frederick, President Naples Bath & Tennis Club Commons Area on behalf of The Board of Directors EXHIBIT A 16 . ! 1 JOT INSGN ENGINEERING MEMORANDUM PROJECT: NAPLES BATH AND TENNIS CLUB-REGULATORY SIGN ASSESSMENT DATE: APRIL 1,2016 Mr. Allen, Per the regulatory sign assessment dated November 2015 for Naples Bath and Tennis Club in Naples, Florida it was determined that some of the regulatory signs within the development needed to be adjusted to meet the minimum mounting height requirements based on the standards set forth in the 2009 edition of the Manual on Uniform Traffic Control Devices (MUTCD). Furthermore, it was recommended that multiple signs within the development were adjusted to meet the minimum 2 foot lateral offset clearance per Section 2A.19(10) of the 2009 MUTCD as well as the addition of three stop signs. See the attachment for a full summary of the Regulatory Sign Assessment report done for Naples Bath and Tennis Club. Upon a follow-up evaluation on April 1, 2016, all regulatory signs within the Naples Bath and Tennis Club development were field verified by Johnson Engineering, Inc. staff and found to be in compliance with the recommended sign modifications. If you have any questions, feel free to call me at(239) 280-4323 Sincerely, Zachary L. Stone, E.I. 2350 Stanford Court Lx I err Naples, FL 34112 C. .3 NAPLES BATH & TENNIS CLUB REGULATORY SIGN ASSESSMENT NOVEMBER 2015 Prepared for: C. ALLEN PR OPER TIES 3050 North Horseshoe Drive #172 Naples, FL 34104 Prepared by: _J O H N S C N ENGINEERING 2350 Stanford Court Naples, FL 34112 E B 642 20150280-000 IC' 16 , '" 1 NAPLES BATH&TENNIS CLUB REGULATORY SIGN ASSESSMENT INTRODUCTION In October 2015, Johnson Engineering's services \, were retained by C. Allen Properties to perform an assessment of the regulatory signs within the Naples Bath and Tennis Club residential development. This ' '4' ` t.. study was conducted to determine if the regulatory x signage within the development conforms to the '' ' standards set forth in the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD). To perform the assessment, Johnson Engineering conducted a field investigation where existing signing characteristics were documented. The existing features were then compared to the standards set forth in the 2009 edition of the MUTCD. The recommendations herein are made from a visual field investigation and logical assumptions based on the observed conditions of the development. t cnn"i Ue``c`5 Manla •rtaftiC CO 1 EXPRESS xC Jr NOVEMBER 2015 _ 1 101 IN`',ON: ENGINEERING NAPLES BATH&TENNIS CLUB 1 6 j 1 REGULATORY SIGN ASSESSMENT t4 . _ 2 ' -pt-' - F .R 1� p dp 1, 14 ' {A• .`•-,,,,,,,,,_-_-...-: ----.w.�••. 1 yc j�. j -114 a ` 1 �. V , ._ * f `r s Foft , .# ! �. '"' #. �'--- ,qac,- n . 410441 ' ' * 4t,''' .tit44441)*:<4; --'''':.'..s.'-'''''. ,.-' .� a1�-x 'T' � it � : ''' n , ° /*I € i�7k ' ..a �` U.. vd i�1F iI1R4' f' MAPLES BATH r & .-y : 1- ;.• ,-•`, AND 'TENNIS CLUB I fit ;Its e ' ,+ 1 1,1 r r« .a-,` ` r " . pt , .... _ . ., 4 .., .....„. '� 1 � to a vg Q•-,',-4` r �I fiiiiiilke:......77 i-.4.4( ' '4,r1-4:f--,44.it.i"--. '6.liftC'is, ''S' -''''-1iii °iY14 !l7.,Y‘0.---‘;.„.- !fid,:f,Ziri,11i7.A---:„;;-,1?-4.,,,-,-4w-4.A_.F":.-_5 � r `� 7. `R 1 �. _ . 7_-_--7-:,z„*—x_;,',...-,...„_---..-.i.1",.-_0...A'_-;,-_„---_;-?;-_-'7...7,,,4r,„14l1-44,-..:,:.,.-,i;.4k--;4i,-4,A,-,„„,„ • 1 -,. ,..".-7::„"::"---.,."4.,-4-.":':'.' '-',.-2`4'.:";.,""',... [ ”' -:".;_i'' .,,', ‘40411t,,,4144::..:X., :' ”' -:I .*, r' ',4:4-'...,' �. 3 • ' ` ,-,,,L...„_,;-.4,,,� k., LEGEND ILi- R is M K . , i - AREA OF STUDY %, ...•,-.::',.} x ate, •'.s'" • .. 7Xk �'" 9 t 9 -,..-• r's-c -,0,,,,,-. 'I t° ..+.. _ s' a •' �'..-4^ _ l H N S(.*)_\ 2350 STANFORD COURT AREA OF STUDY MAP ENGINEERING ` ' �. s a• �I5 OOC 11'=� Ing.,, Figure 1.Area of Study Map NOVEMBER 2015 _2_ IC)11NS(�ti ENGINEERING 1 6 J 1 NAPLES BATH&TENNIS CLUB REGULATORY SIGN ASSESSMENT 1.0 FIELD OBSERVATIONS On October 22, 2015, a site visit was performed by Johnson Engineering staff to document the existing signing characteristics. Sign location, size, type, and offsets were visually observed and documented. The documented sign inventory is provided in Table 1. The location of each sign is provided on the location map in Figure 2 and a photo of each sign can be found in Appendix B. Table 1.Sign Inventory Table Height Offset from Sign# Sign Type Dimensions from Back of Reflectivity Ground* Curb 1 Stop 30"X 30" 4.2' 1.7' None 2 Stop 24"X 24" 2.8' 0.6' None 3 Stop 30"X 30" 5.3' 0.6' None 4 Stop 30"X 30" 4.5' 1.1' None 5 15 MPH Speed Limit 11"X 17" 5.0' 2.9' None 6 15 MPH Speed Limit 11"X 17" 4.8' 2.6' None 7 15 MPH Speed Limit 11"X 17" 5.5' 2.1' None 8t 15 MPH Speed Limit 11"X 17" 5.5' 2.1' None 9 Stop 24"X 24" 6.0' 2.1' None 10 Stop 24"X 24" 6.0' 1.9' None 11 Stop 24"X 24" 6.0' 1.5' None 12 15 MPH Speed Limit 11"X 17" 4.5' 4.1' None *Height from ground is measured from the back of curb elevation to the bottom of the Regulatory Sign t Sign 8 is the south facing sign located on the same mounting post as Sign 7 NOVEMBER 2015 -3 - 01 I N l)N ENGINEERING I t r air 0 _., NAPLES BATH&TENNIS CLUB REGULATORY SIGN ASSESSMENT ..'. -- T1, ,..,-.4.4*---, 444145„,„--'. --- ) :.2: • ' , . `.. n � � .. t s%sea .f. BALD EAGLE DRIVE .,Ot m. i , VW SIGN ,,,:-.., it �,, ,‘ ..,, /8.4 SIGN � t '`{�'`' N .cam. _ t"+ ..- ' t- i_i-e.:i %.4._ - a - SIGN Ill . ✓ " k.-`... t ..,,.. q�§ IC ;, - 1 t' Ch1 j tif NAPLES BATH SIGN #6 _, AND TENNIS CLUB RECOMMENDED SIGN /5 * �. 3O"x30" R01-01 ` s i .� ' � 'f< �'' STOP SIGN, � y a I = x �, •r;-� r �r y ,,_., `� ` „ ti,. ..,-,. ,t1k,,—,: , ,,,..„...--,;,..f ,c,:;,,,,,„. ,. . 5,2 � SIGN #2 ,+} ,4 tf (- >; ;1-i..,1,-',,,-- 1 . i ,.-it : SIGN 4431 d'�Li* 4 1, ,,4`.-,-._t -, 4,,„ 1,,,, 1 ....„,' ',7,11..,LX t,,,,, s t . ,it V SIGN i12 rit* $r figara t/ ¢V h gr. ,8 � € y. ' 1 i,,,.... . ' +- SIGN �.. -rf '" N Ell _, ' 'r' i_ r g-) BALD EAGLE DRIVE ' ' r • ���- � *' >o- - � yrs rre c • . 0,, , 1 t-if -,' -,,,. • _ k B-g i. '-,` .uk is.z 4 a w 1 ati ` �, a,`> vim_ `t '.,s,'. •. I t•% a it.... #__ t' '� t 'gin �' y.� I F k ''4'k " -;4 ,a f y2'+` ..C ski'°, .Altr�l''. t. r Y. ; ,� NOTE: SEE APPENDIX B FOR ' �{i,t' �.ns SIGN INVENTORY PHOTOS y f x� q . ems. J u �' ��" 2350 STANFORD FLORID COURT411SIGN LOCATION MAP 1 1 1 . t \ NAPLES, FLORIDA 34112 PHONE (239) 434-0333 FAX (239) 434-9320 ENGINEERING E.B. #642 DA Oct. 2015 20150280-OD(� 00-00-00 IS 1'�= 600' Figure 2 Figure 2.Sign Location Map NOVEMBER 2015 _q_ k>11 N S i�\', ENGINEERING 7 lit:, .:;. NAPLES BATH&TENNIS CLUB REGULATORY SIGN ASSESSMENT 2.0 RETROREFLECTIVITY AND ILLUMINATION Per section 2A.07(02-03)of the 2009 MUTCD, "Regulatory, warning, and guide signs and object markers shall be retroreflective (see Section 2A.08) or illuminated to show the same shape and similar color by both day and night, unless otherwise provided in the text discussion in this Manual for a particular sign or group of signs. The requirements for sign illumination shall not be considered to be satisfied by street or highway lighting. " Of the twelve signs observed along Bald Eagle Drive,none appeared to be retroreflective or have an external light source to provide illumination at night.To maintain compliance with the MUTCD on the inventoried signs within Naples Bath and Tennis Club, it is recommended that these signs (/ be replaced with an appropriate retroreflective material; or each regulatory sign be illuminated using an independently mounted light source. If it is the desire of the community to maintain the current style of signage within the community one possibility is to mount a retroreflective aluminum sign face to a wooden backing and post. See Figure 3 below for other recommendations regarding illumination and retroreflection of sign elements. Table 2A-1. Illumination of Sign Elements Means of Illumination I Sign Element to be Illuminated z Light behind lb4'eign face •Symbol word message and background (through a translucent material) i k Attached or independently mounted light source desined .Entire sign face to direct essentially uniform illumination onto the sign face I Light emitting diodes(LEDs) ;Symbword(haulage Portid or ons of the sign border Other devices,or treatments that I highlight the sign shape,color,or r message* •Symbol or word message Luminous tubing Fiber optics .Entire sign face Incandescent ight bulbs Luminescent panels t l Table 2A-2. Retroreflection of Sign Elements !' Means of Retroreflection [ Sign Element Symbol Reflector`buttons"or ssniar units Word message i Border F Symbol A material that has a smooth,sealed cuter Word message surface over a microstructure that reflects light Border Background Figure 3.Table 2A-1 and 2A-2 from the 2009 MUTCD NOVEMBER 2015 -5 - 1011 N-(-)N ENGINEERING NAPLES BATH&TENNIS CLUB REGULATORY SIGN 16J1 ASSESSMENT 3.0R01-02 SPEED LIMIT Sign Per section 2hBed by(01) of the 2009 MUTCD, "The SPEED LIMIT R02-01 sign shall display the limit established law, ordinance, regulation or as adopted by the authorized agency based on the engineering study. The speed limits displayed shall be in increments of S MPH. "Table 2B-1, located within section 2B.03 of the 2009 MUTCD, outlines the minimum sizes for regulatory signs. The minimum size of an R01-02 SPEED LIMIT sign is 18"x24". Florida Statute 316.189(1)states that"The maximum speed within any municipality is 30 miles per hour. With respect to residence districts, a municipality may seta maximum speed limit of 20 or 25 miles per hour on local streets and highways after an investigation determines that such a limit is reasonable. It shall not be necessary to conduct a separate investigation for each residence district. " The low volume characteristics of residential neighborhoods warrant the use of the minimum size sign.All five speed limit signs along.Bald Eagle Drive are currently 11"x 17" signs,which do not comply with the minimum size requrements specified in the 2009 MUTCD. The speed limit signs il are in compliance with Florida Statute 316.189(1) regarding the speed limit in a municipality. Figure 3 below depicts the standard speed limit sign observed in the neighborhood. M.,rA r` 4 m-1,- `te r. rw: w"";k4x-*f';-' Y if 'l z: Figure 4. 141"X 17" Speed Limit Sign NOVEMBER 2015 _6_ j01 I' SL ti ENGINEERING 1 NAPLES BATH&TENNIS CLUB REGULATORY SIGN ASSESSMENT 4.0 RO1-01 STOP Sign Per Section 2B.05(02) of the 2009 MUTCD, "The STOP sign shall be an octagon with a white legend and border on a red background. "All Stop signs within the development conformed to the standard shape and color set forth in the 2009 MUTCD. Table 2B-1, located within section 2B.03 of the MUTCD, outlines the minimum sizes for regulatory signs. The minimum size of an R01-01 "STOP"sign for a conventional single lane road is 30"x30". While several "STOP" signs within the development did not meet the minimum 1/ 30"x30"size requirement set forth in the most current edition of the MUTCD,they were compliant with the MUTCD at the time of construction(the minimum size of an RO1-01 "STOP" sign in the 2003 MUTCD was 24"x24"). It is recommended by the Federal Highway Association (FHWA) that non-compliant signs be replaced with compliant signs at the end of their service life. Figure 4 depicts the stop sign located at the intersection of Bald Eagle Drive and Jacana Circle. There are currently three intersections that do not have a stop sign: the intersection of Bald Eagle Dr. and Goldfinch Way, the intersection of Bald Eagle Dr. and Oriole Circle, and the intersection of Bald Eagle Dr. and Swallow Point. At each of these intersections it is recommended that the through road(Bald Eagle Drive)be given the right-of-way and a 30"x30" stop sign be installed on each of the intersecting roads (Goldfinch Way, Oriole Circle, and Swallow Point). 3 .,+b a ti d • . ' `� ` T . € t Figure 5.24"X 24" Stop Sign NOVEMBER 2015 _7- i0l INHOti ENGINEERING 9Ni833NI9N3 N ) 1 I 0 l - 8- S TOZ 113111AlaA0N1 QO.Lrm 600Z aq;Jo Z-v aanau IUOJJ id.iaaxa•9 ainS I Ina=oI/Clam aye stuatuattou uauysapad ro 6uned aiagM. /../_ ,_v.:1/11611,~ 3 \ V3EV lvI1N3a1s3a OS 80`1VI0d3WW00 ,, , "SS3NISRfl NI 070 NDIS 301SOVOli-O I I 111111111 Mae t liwi 'NIVI 4LI 1 ii i 1 idUUS V311V'vane NI NDIS aOISGVoU-V 'UDJ 1YAI 600Z 3111 ut pauq no sty suoi1eogtoads tunuituuu am laaut 01 papuatutuooai au sluautlsnfpu jt'luozuotj a.top /all `laaJ Z amp nal Jo las3Jo tm anett anliU op-ea mg 2uoje suds dots uanas a111 Jo xis „•pasn aq ifvtu laaf Z isvaj iv fo lasffo imam v `uoilaag snp afq pagzaasa td lasfimam atp ylliu u2rs v away/ of jvanavrdtui st It aratpna svary ut spvor lvuotluanuoa up„ 'CUMIN all Jo (01)61'VZ uotloas lad 'CUMIN 600Z all ut pauq no stv suot1>;ogtoads uintuiutut am lam of papuatutuooal 0.10 sluaugsnfpe IEot;lan a.IoJaIag1 `laaJ anti ut?ll ssaj 3o aoueteajo Inopian 1 anutj of puno3 a.iam anUQ a1Rug mu&uoln suds£Io1gjn2ai anjaml atpjo ant,4 •1333 g si luautdojanap a111 uillim aoungajo uiis uzntututut papuatuutooa.i all 1utx.Ind leads-uo Jo aouasqu am tjltnn 5uoje uoguiapisuoo oiut sill uiaje,j, 'ainlon.ils u2ts all 01 k1ttutxoid mop uitptm in000 of/claalil lou am sluatuanotu urulsapad patunssu st li sailijtoe3 ugulsapad Jo put a11104 ma '(S a.in2Id am)„ leaf z aq jjvris pagan gsgo aq NNSna u is atop fo Hearn alp a ratim ro :rnaao of egayq XIV sluatuanotu uvuisapad do Supitvd a iaq sva ty jvtluaptsa t.ro ]vta ratutuoa `ssautsnq in pvo.r alp fo apts aril iv pajlvisut suXis fo `eCvnt palatal; aril fo aSpa .rvau aril fo uotly Lala aqi of uSts aiji fo tuolloq all waif rfjjvatlJat pa insvatu `gena fo aauasgv aril ut do `q Ina aril fo dol aril of uSts dip fo tuolloq aril waif dllvanaan parnsvatu `iq. iari runununu ata •leaf S aq jjvris svary jv n.i ut pvot alp fo apis alp iv paljv;sui suSis fo `luaruanvd atip aSpa 4Vdt1 aril fo uollvnala atp of tilts alp fo woiloq aril tuocfrfjjvarlran parnsvaw illStati tuntutuuu arid„ `CaLflIAT 600Z ag13o (S) pug (08i'vZ uot1oas lad s2uatua.nnbag NuJunoytj 0'S INIaWSS3SSy NIOIS A2IO.LV"If1O3?I RIM SININI3I V HIV il ST 1JYNI Tr91 1 6 J NAPLES BATH&TENNIS CLUB REGULATORY SIGN ASSESSMENT 6.0 Recommendations All R01-02 Speed Limit signs observed within Naples Bath and Tennis Club were 11"x17"in size and did not appear to have any retroreflectivity. To maintain compliance with the 2009 MUTCD it is recommended that all speed limit signs within Naples Bath and Tennis Club be replaced with 18"x24" speed limit signs made from a retroreflective material. Although all of the RO1-01 Stop signs observed within Naples Bath and Tennis Club are in compliance or were in compliance at the time of installation with regards to size, none of the stop signs have retroreflectivity. It is recommended that all inventoried stop signs within Naples Bath l./ and Tennis Club be replaced with 30"x30" stop signs made from a retroreflective material. In addition to replacing existing stop signs, it is also recommended that 30"x30" stop signs be added to three intersections (see Figure 2). It is recommended that Goldfinch Way, Oriole Circle, and Swallow Point have stop signs installed where they intersect Bald Eagle Drive. NOVEMBER 2015 -9- ENGINEERING y!� i APPENDIX A EXCERPTS FROM THE 2009 MUTCD • Section 2A.07 — 2A.08 • Figure 2A-2 • Section 2A.18 • Table 2b-1 C' .' i 6 2009 Edition Pa 2 Standard: 14 Except as provided in Paragraph 16 and except for the Carpool Information(D12-2) sign (see Section 2I.11),Internet addresses and e-mail addresses,including domain names and uniform resource locators(URL),shall not be displayed on any sign,supplemental plaque,sign panel (including logo sign panels on Specific Service signs),or changeable message sign. Guidance: 15 Unless otherwise provided in this Manual for a specific sign, and except as provided in Paragraph 16, telephone numbers of more than four characters should not be displayed on any sign, supplemental plaque, sign panel(including logo sign panels on Specific Service signs), or changeable message sign. Option: 16 Internet addresses,e-mail addresses, or telephone numbers with more than four characters may be displayed on signs, supplemental plaques, sign panels, and changeable message signs that are intended for viewing only by pedestrians, bicyclists,occupants of parked vehicles, or drivers of vehicles on low-speed roadways where engineering judgment indicates that an area is available for drivers to stop out of the traffic flow to read the message. Standard: 17 Pictographs (see definition in Section 1A.13) shall not be displayed on signs except as specifically provided in this Manual. Pictographs shall be simple,dignified,and devoid of any advertising. When used to represent a political jurisdiction (such as a State,county,or municipal corporation)the pictograph shall be the official designation adopted by the jurisdiction. When used to represent a college or university,the pictograph shall be the official seal adopted by the institution. Pictorial representations of university or college programs shall not be permitted to be displayed on a sign. Section 2A.07 Retroreflectivity and Illumination Support: 01 There are many materials currently available for retroreflection and various methods currently available for the illumination of signs and object markers. New materials and methods continue to emerge. New materials and methods can be used as long as the signs and object markers meet the standard requirements for color,both by day and by night. Standard: 02 Regulatory,warning,and guide signs Table 2A-1. Illumination of Sign Elements and object markers shall be retroreflective (see Section 2A.08)or illuminated to show Means of Illumination Sign Element to be Illuminated the same shape and similar color by both •Symbotor wordrdmmessage background day and night,unless otherwise provided Light behind the sign face •Backgrou+finod •Symbot, in the text discussion in this Manual for a (through a translucent material) particular sign or group of signs. Attached or independently 03 The requirements for sign illumination mounted light source designed qto direct essentially uniform •Entire sign face shall not be considered to be satisfied by illumination onto the sign face street or highway lighting. Light emitting diodes(LEDs) •Symbol or word message O tion: •Portions of the sign border P 04 Sign elements maybe illuminated bythe Other ht th devices,signr shape,treatmcolor,thatr highlight the shape, or means shown in Table 2A-1. message: •Symbol or word message Luminous tubing •Entire n face 05 Retroreflection of sign elements may Fiber optics re sg be accomplished bythe means shown Incandescent light bulbs P Luminescent panels in Table 2A-2. 06 Light Emitting Diode (LED) units may be used individually within the legend or Table 2A-2. Retroreflection of Sign Elements symbol of a sign and in the border of a Means of Retroreflection Sign Element sign,except for changeable message signs, to improve the conspicuity, increase the Symbol Reflector"buttons"or similar units Word message legibility of sign legends and borders, or Border provide a changeable message. Symbol A material that has a smooth,sealed outer Word message surface over a microstructure that reflects light Border Background December 2009 Sect.2A.06 to 2A.07 i6 j 1 Page 30 2009 Edition Standard: 07 Except as provided in Paragraphs 11 and 12,neither individual LEDs nor groups of LEDs shall be placed within the background area of a sign. 08 If used,the LEDs shall have a maximum diameter of 1/4 inch and shall be the following colors based on the type of sign: A. White or red,if used with STOP or YIELD signs. B. White,if used with regulatory signs other than STOP or YIELD signs. C. White or yellow,if used with warning signs. D. White,if used with guide signs. E. White,yellow,or orange,if used with temporary traffic control signs. F. White or yellow,if used with school area signs. 09 If flashed, all LED units shall flash simultaneously at a rate of more than 50 and less than 60 times per minute. 10 The uniformity of the sign design shall be maintained without any decrease in visibility,legibility,or driver comprehension during either daytime or nighttime conditions. Option: It For STOP and YIELD signs, LEDs may be placed within the border or within one border width within the background of the sign. 12 For STOP/SLOW paddles (see Section 6E.03) used by flaggers and the STOP paddles (see Section 7D.05)used by adult crossing guards,individual LEDs or groups of LEDs may be used. Support: 13 Other methods of enhancing the conspicuity of standard signs are described in Section 2A.15. 14 Information regarding the use of retroreflective material on the sign support is contained in Section 2A.21. Section 2A.08 Maintaining Minimum Retroreflectivity Support: 01 Retroreflectivity is one of several factors associated with maintaining nighttime sign visibility (see Section 2A.22). Standard: 02 Public agencies or officials having jurisdiction shall use an assessment or management method that is designed to maintain sign retroreflectivity at or above the minimum levels in Table 2A-3. Support: 03 Compliance with the Standard in Paragraph 2 is achieved by having a method in place and using the method to maintain the minimum levels established in Table 2A-3. Provided that an assessment or management method is being used, an agency or official having jurisdiction would be in compliance with the Standard in Paragraph 2 even if there are some individual signs that do not meet the minimum retroreflectivity levels at a particular point in time. Guidance: 04 Except for those signs specifically identified in Paragraph 6, one or more of the following assessment or management methods should be used to maintain sign retroreflectivity: A. Visual Nighttime Inspection—The retroreflectivity of an existing sign is assessed by a trained sign inspector conducting a visual inspection from a moving vehicle during nighttime conditions. Signs that are visually identified by the inspector to have retroreflectivity below the minimum levels should be replaced. B. Measured Sign Retroreflectivity—Sign retroreflectivity is measured using a retroreflectometer. Signs with retroreflectivity below the minimum levels should be replaced. C. Expected Sign Life—When signs are installed, the installation date is labeled or recorded so that the age of a sign is known. The age of the sign is compared to the expected sign life. The expected sign life is based on the experience of sign retroreflectivity degradation in a geographic area compared to the minimum levels. Signs older than the expected life should be replaced. D. Blanket Replacement—All signs in an area/corridor, or of a given type, should be replaced at specified intervals. This eliminates the need to assess retroreflectivity or track the life of individual signs. The replacement interval is based on the expected sign life, compared to the minimum levels,for the shortest-life material used on the affected signs. Sect.2A.07 to 2A.08 December 2009 1 6 2009 Edition Page 31 Table 2A-3. Minimum Maintained Retroreflectivity Levels' Sheeting Type(ASTM D4956-04) Sign Color Beaded Sheeting Prismatic Sheeting Additional Criteria 1 II I iii III,IV,VI,VII,VIII,IX,X W";G>_7 W";G>_15 W*;G>_25 W>_250;G>_25 Overhead White on Green W";G>_7 W>_120;G>_15 Post-mounted Black on Yellow or Y";0* Y>_50;0>_50 2 Black on Orange Y";O' Y>_75;0>_75 a White on Red 1/1/ 35;R. 7 a Black on White W>_50 — 'The minimum maintained retroreflectivity levels shown in this table are in units of cd/Ix/m2 measured at an observation angle of 0.2°and an entrance angle of-4.0°. 2 For text and fine symbol signs measuring at least 48 inches and for all sizes of bold symbol signs For text and fine symbol signs measuring less than 48 inches 4 Minimum sign contrast ratio>_3:1 (white retroreflectivity_red retroreflectivity) `This sheeting type shall not be used for this color for this application. Bold Symbol Signs •W1-1,2—Turn and Curve •W3-1 —Stop Ahead •W11-2—Pedestrian Crossing •W1-3,4—Reverse Turn and •W3-2—Yield Ahead •W11-3,4,16-22—Large Animals Curve •W3-3—Signal Ahead •W11-5—Farm Equipment •W1-5—Winding Road •W4-1 —Merge •W11-6—Snowmobile Crossing •W1-6,7—Large Arrow •W4-2—Lane Ends •W11-7—Equestrian Crossing •W1-8—Chevron •W4-3—Added Lane •W11-8—Fire Station •W1-10—Intersection in Curve •W4-5—Entering Roadway Merge •W11-10—Truck Crossing •W1-11—Hairpin Curve •W4-6—Entering Roadway •W12-1—Double Arrow •W1-15—270 Degree Loop Added Lane •W16-5P,6P,7P—Pointing Arrow •W2-1—Cross Road •W6-1,2—Divided Highway Plaques •W2-2,3—Side Road Begins and Ends •W20-7—Flagger •W2-4,5—T and Y Intersection •W6-3—Two-Way Traffic •W21-1—Worker •W2-6—Circular Intersection •W10-1,2,3,4,11,12—Grade •W2-7,8—Double Side Roads Crossing Advance Warning Fine Symbol Signs(symbol signs not listed as bold symbol signs) Special Cases •W3-1—Stop Ahead: Red retroreflectivity>_7 •W3-2—Yield Ahead: Red retroreflectivity?7;White retroreflectivity_>35 •W3-3—Signal Ahead: Red retroreflectivity>_7;Green retroreflectivity>_7 •W3-5—Speed Reduction: White retroreflectivity>_50 •For non-diamond shaped signs,such as W14-3(No Passing Zone),W4-4P(Cross Traffic Does Not Stop),or W13-1R2,3,6,7(Speed Advisory Plaques),use the largest sign dimension to determine the proper minimum retroreflectivity level. E. Control Signs—Replacement of signs in the field is based on the performance of a sample of control signs. The control signs might be a small sample located in a maintenance yard or a sample of signs in the field. The control signs are monitored to determine the end of retroreflective life for the associated signs. All field signs represented by the control sample should be replaced before the retroreflectivity levels of the control sample reach the minimum levels. F. Other Methods—Other methods developed based on engineering studies can be used. Support: 05 Additional information about these methods is contained in the 2007 Edition of FHWA's "Maintaining Traffic Sign Retroreflectivity" (see Section 1A.11). Option: 0s Highway agencies may exclude the following signs from the retroreflectivity maintenance guidelines described in this Section: A. Parking, Standing, and Stopping signs (R7 and R8 series) B. Walking/Hitchhiking/Crossing signs (R9 series, R10-1 through R10-4b) C. Acknowledgment signs D. All signs with blue or brown backgrounds E. Bikeway signs that are intended for exclusive use by bicyclists or pedestrians December 2009 Sect.2A.08 Page 38 '''' 6 N,j 2009 Edition Figure 2A-2. Examples of Heights and Lateral Locations of Sign Installations A- ROADSIDE SIGNB- ROADSIDE SIGN IN RURAL AREA TOP IN RURAL AREA 51 T ft I' 12 ft MIN. MIN. 6 ft MIN. MIN. 6812131V77."1"1111111111111111 Shoulder wider than 6 ft C- ROADSIDE SIGN SPEED IN BUSINESS, 50 COMMERCIAL,OR D-WARNING SIGN WITH ADVISORY RESIDENTIAL AREA 71 SPEED PLAQUE IN RURAL AREA 2ft MIN. It. MIN. 12 ft MIN.— 25 } Oft �0.7-9'v o-',/ MIN. *Where parking or pedestrian movements are likely to occur - E- ROADSIDE ASSEMBLY F- SIGN ON NOSE IN RURAL AREA ® OF MEDIAN iiiv 1 Gr 7 f } © MIN. 4 1 I MIN. sn ........ _ 12 ft MIN.—+ MIN. m�-;- I ' H- OVERHEAD SIGN G-FREEWAY OR EXPRESSWAY SIGN WITH SECONDARY SIGN E Main Strathmore Sheffield Park EXIT 1/2 MILE J NEXT EXIT 17ft 12ftMIN. 6 MILES MIN. 5ft eft MIN. MIN. --6ftMIN.--.- m / �� II.--6 ft MIN.- (Shoulder111111110111.1111.1'/�������t������� `Shoulder Note: See Section 2A.19 for reduced lateral offset distances that may be used in areas where lateral offsets are limited, and in business,commercial,or residential areas where sidewalk width is limited or where existing poles are close to the curb. Sect.2A.16 December 2009 Page 42 2009 ditti` n Section 2A.18 Mounting Height Standard: 01 The provisions of this Section shall apply unless specifically stated otherwise for a particular sign or object marker elsewhere in this Manual. Support: 02 The mounting height requirements for object markers are provided in Chapter 2C. 03 In addition to the provisions of this Section, information affecting the minimum mounting height of signs as a function of crash performance can be found in AASHTO's "Roadside Design Guide" (see Section 1A.11). Standard: 04 The minimum height,measured vertically from the bottom of the sign to the elevation of the near edge of the pavement,of signs installed at the side of the road in rural areas shall be 5 feet(see Figure 2A-2). 05 The minimum height,measured vertically from the bottom of the sign to the top of the curb,or in the absence of curb, measured vertically from the bottom of the sign to the elevation of the near edge of the traveled way,of signs installed at the side of the road in business,commercial,or residential areas where parking or pedestrian movements are likely to occur,or where the view of the sign might be obstructed, shall be 7 feet(see Figure 2A-2). Option: 06 The height to the bottom of a secondary sign mounted below another sign may be 1 foot less than the height specified in Paragraphs 4 and 5. Standard: 07 The minimum height,measured vertically from the bottom of the sign to the sidewalk,of signs installed above sidewalks shall be 7 feet. 08 If the bottom of a secondary sign that is mounted below another sign is mounted lower than 7 feet above a pedestrian sidewalk or pathway (see Section 6D.02),the secondary sign shall not project more than 4 inches into the pedestrian facility. Option: 09 Signs that are placed 30 feet or more from the edge of the traveled way may be installed with a minimum height of 5 feet, measured vertically from the bottom of the sign to the elevation of the near edge of the pavement. Standard: 10 Directional signs on freeways and expressways shall be installed with a minimum height of 7 feet, measured vertically from the bottom of the sign to the elevation of the near edge of the pavement. All route signs,warning signs,and regulatory signs on freeways and expressways shall be installed with a minimum height of 7 feet,measured vertically from the bottom of the sign to the elevation of the near edge of the pavement. If a secondary sign is mounted below another sign on a freeway or expressway,the major sign shall be installed with a minimum height of 8 feet and the secondary sign shall be installed with a minimum height of 5 feet,measured vertically from the bottom of the sign to the elevation of the near edge of the pavement. 11 Where large signs having an area exceeding 50 square feet are installed on multiple breakaway posts, the clearance from the ground to the bottom of the sign shall be at least 7 feet. Option: 12 A route sign assembly consisting of a route sign and auxiliary signs (see Section 2D.31) may be treated as a single sign for the purposes of this Section. 13 The mounting height may be adjusted when supports are located near the edge of the right-of-way on a steep backslope in order to avoid the sometimes less desirable alternative of placing the sign closer to the roadway. Standard: 14 Overhead signs shall provide a vertical clearance of not less than 17 feet to the sign,light fixture,or sign bridge over the entire width of the pavement and shoulders except where the structure on which the overhead signs are to be mounted or other structures along the roadway near the sign structure have a lesser vertical clearance. Option: 15 If the vertical clearance of other structures along the roadway near the sign structure is less than 16 feet, the vertical clearance to an overhead sign structure or support may be as low as 1 foot higher than the vertical clearance of the other structures in order to improve the visibility of the overhead signs. Sect.2A.18 December 2009 Page 46 2009 Edition Table 2B-1. Regulatory Sign and Plaque Sizes (Sheet 1 of 4) Sin Conventional Road Sign or Plaque Designation Section Single Multi- Expressway Freeway Minimum Oversized Lane Lane Stop R1-1 26.05 30x30* 36x36. 36x36 - 30x30* 48x48 Yield R1-2 2B.08 36x36x36 48x48x48 48x48x48 60x60x60 30x30x30* ,To Oncoming Traffic(plaque) 131-2aP 26.10 24 x 18 24 x 18 36 x 39 48 x 36 24 x 18 All Way(plaque) R1-3P 2B.05 18 x 6 18 x 6 - 30 x 12 Yield Here to Peds R1-5 26.11 36 x 36 - 36 x 36 Yield Here to Pedestrians R1 5a 26.11 36 x 48 - - - - 36x48 Stop Here for Reds R1-5b 2B.11361(36 :5;Y - F - - - 36 x 36 Stop Here for Pedestrians R1 5c 2B.11 36 x 48 36 x 48 In-Street Red Crossingx 3 - R1-6,6a 26.12 12 x 36 12 x 36 - - -" Overhead Ped Crossing R1-9,9a 2B.12 90 x 24 90 x 24 - v - Except flight Turn(plaque) R1-10P 26.05 24 x 18 24 x 18 - Speed Limit R2-1 2B.13 24 x 30* 30 x 36 36 x 48 48 x 60 18 x 24* 30 x 36 Truck Speed Limit(plaque) R2-2P 26.14 24 x 24 24 x 24 36 x 36 48 x 48 36 x 36 Night Speed Limit(plaque) R2-3P 2B.15 - 24 x 24 24 x 24 36 x 36 48 x 48 _ - 36 x 36 Minimum Speed Limit(plaque) R2-4P 26.16 24 x 30 24 x 30 , 36 x48 _ 48 x 60 36 x 48 Combined Speed Limit R2-4a 26.16 24 x 48 24 x 48 36 x 72 48 x 96 - 36 x 72 Unless Otherwise Posted(plaque) R2-5P 26.13 24 x 18 24 x 18 - - Citywide(plaque) R2-5aP 2B.13 24 x 6 24 x 6 - - - - Neighborhood(plaque) R2-5bP 26.13 24 x 6 24 x 6 Residential(plaque) R2-5cP 2B.13 24 x 6 24 x 6 - _- ,Fines Higher(plaque) R2-6P 26.17 24 x 18 24 x 18 36 x 24 48 x 36 36x 24 Fines Double(plaque) R2-6aP 26.17 24 x 18 24 x 18 36 x 24 48 x 36 - 36 x 24 $XX Fine(plaque) R2-6bP 26,17 24 x 18 24 x 18 36 x 24 48 x 36 36 x 24 Begin Higher Fines Zone R2-10 28.17 24 x 30 24 x 30 36 x 48 48 x 60 - 36 x 48 End Higher Fines Zone R2-11 26.17 24 x 30 24 x 30 36 x 48 48 x 60 - 36x4$ Movement Prohibition R3-1,2,3,4,18,27 2B.18 24 x 24* 36 x 36 36 x 36 - - 48 x 48 Mandatory Movement Lane Control R3-5,5a 213.20 ' 30 x 36 30 x 36 - -- Left Left Lane(plaque) R3-5bP 2B.20 30 x 12 30 x 12 - - - - HOV 2+(plaque) R3-5cP 2620 24 x 12 24 x 12 - - _ Taxi Lane(plaque) R3-5dP 26.20 30 x 12 30 x 12 - - - - Center Lane(plaque) R3-5eP 2620 30 x 12 30 x 12 - - Right Lane(plaque) R3-5fP 2B.20 30 x 12 30 x 12 - - Bus Lane(plaque) R3-5gP 2620 30 x 12 30 x 12 - - - _ Optional Movement Lane Control R3-6 2B.21 30 x 36 30 x 36 - - Right(Left)Lane Must R3-7 26,20 30 x 30* 36 x 36 Turn-Right(Left) - Advance Intersection Lane Control R3-8,8a,8b 2B.22 Varies x 30 Varies x 30 - - - Varies x 36 Two-Way Left Turn Only(overhead) R3-9a 2B24 30 x 36 30 x 36 - - - Two-Way Left Turn Only R3-9b 28.24 24 x 36 24 x 36 (post-mounted) - - - 36 x 48 BEGIN R3-9cP 625 30 x 12 30 x 12 - - - END R3-9dP 26.25 30 x 12 30 x 12 - - - - Reversible Lane Control(symbol) R3-9e 26.26 108 x 48 108 x 48 - - - - Reversible Lane Control R3 9f 26.26 30 x 42* 36 x 54 - (post-mounted) - - - Advance Reversible Lane Control Transition Signing R3-9g,9h 2B.26 108 x 36 108 x 36 - - - End Reverse Lane R3-9i 2B.26 108 x 48 108 x 48 - - _ - Begin Right(Left)Turn Lane R3-20 26.20 24 x 36 24 x 36 - - - - All Turns(U Turn)from Right Lane R3-23,23a 26.27 60 x 36 60 x 36 - - _ - All Turns(U Turn)with arrow R3-24,24b, 2B.27 72 x 18 72 x 18 25,25b,26a - - - - U and Left Turns with arrow R3-24a,25a,26 26.27 60 x 24 60 x 24 - - - - Right Lane Must Exit R3-33 28.23 - - 78 x 36 78 x 36 - - Sect.213.03 December 2009 1 6 2009 EditionJ'agL47 Table 2B-1. Regulatory Sign and Plaque Sizes (Sheet 2 of 4) Sign Conventional Road Sign or Plaque Designation Section Single Multi- Expressway Freeway Minimum Oversized Lane Lane Do Not Pass R4-1 26.28 24 x 30 24 x 30 36 x 48 48 x 60 18 x 24 36 x 48 Pass With Care R4-2 2B.29 24 x 30 24 x 30 36 x 48 48 x 60 18 x 24 36 x 48 Slower Traffic Keep Right R4-3 2B.30 24 x 30 24 x 30 36 x 48 48 x 60 18 x 24 36 x 48 Trucks Use Right Lane R4-5 2B.31 24 x 30 24 x 30 36 x 48 48 x 60 - 36 x 48 Keep Right R4-7,7a,7b 2B.32 24 x 30 24 x 30 36 x 48 48 x 60 18 x 24 36 x 48 Narrow Keep Right R4-7c 26.32 18 x 30 18 x 30 - - - _ Keep Left R4-8,8a,8b 26.32 24 x 30 24 x 30 36 x 48 48 x 60 18 x 24 36 x 48 Narrow Keep Left R4-8c 2B.32 18 x 30 18 x 30 - - - - Stay in Lane R4-9 2B.33 24 x 30 24 x 30 36 x 48 48 x 60 18 x 24 36 x 48 Runaway Vehicles Only R4-10 2B.34 48 x 48 48 x 48 - - - - Slow Vehicles with XX or More Following Vehicles R4-12 2B.35 42 x 24 42 x 24 - - Must Use Turn-Out Slow Vehicles Must Use R4-13 2B.35 42 x 24 42 x 24 Turn-Out Ahead - - - - Slow Vehicles Must Turn Out R4-14 26.35 30 x 42 30 x 42 - - - - Keep Right Except to Pass R4-16 2B.30 24 x 30 24 x 30 36 x 48 48 x 60 18 x 24 36 x 48 Do Not Drive on Shoulder R4-17 26.36 24 x 30 24 x 30 36 x 48 48 x 60 18 x 24 36 x 48 Do Not Pass on Shoulder R4-18 26.36 24 x 30 24 x 30 36 x 48 48 x60 18 x 24 36 x 48 Do Not Enter R5-1 2B.37 30 x 30* 36 x 36 36 x 36 48 x 48 - 36 x 36 Wrong Way R5-la 2B.38 36 x 24* 42 x 30 36 x 24* 42 x 30 30 x 18* 42 x 30 No Trucks R5-2,2a 2B.39 24 x 24 24 x 24 30 x 30 36 x 36 - 36 x 36 No Motor Vehicles 135-3 21139 24 x 24 24 x 24 - - 24 x 24 - No Commercial Vehicles R5-4 28.39 24 x 30 24 x 30 36 x 48 36 x 48 - No Vehicles with Lugs R5-5 2B.39 24 x 30 24 x 30 36 x 48 48 x 60 - - No Bicycles R5-6 2B.39 24 x 24 24 x 24 30 x 30 36 x 36 24 x 24 48 x 48 No Non-Motorized Traffic R5-7 26.39 30 x 24 30 x 24 42 x 24 48 x 30 - 42 x 24 No Motor-Driven Cycles R5-8 2B.39 30 x 24 30 x 24 42 x 24 48 x 30 - 42 x 24 No Pedestrians,Bicycles, R5-10a 26.39 30 x 36 30 x 36 Motor-Driven Cycles - - - - No Pedestrians or Bicycles R5-10b 2B.39 30 x 18 30 x 18 - - - - No Pedestrians R5-10c 2B.39 24 x 12 24 x 12 - - - - Authorized Vehicles Only R5-11 2B.39 30 x 24 30 x 24 - - - - One Way R6-1 26.40 36 x 12* 54 x 18 54 x 18 54 x 18 - 54 x 18 One Way R6-2 2B.40 24 x 30* 30 x 36 36 x 48 48 x 60 18 x 24* 36 x 48 Divided Highway Crossing R6-3,3a 2B.42 30 x 24 30 x 24 36 x 30 - - 36 x 30 Roundabout Directional R6-4 2B.43 30 x 24 30 x 24 (2 chevrons) - - - - Roundabout Directional R6-4a 2B.43 48 x 24 48 x 24 (3 chevrons) - - - - Roundabout Directional R6-4b 26.43 60 x 24 60 x 24 (4 chevrons) - - - - Roundabout Circulation(plaque) R6-5P 26.44 30 x 30 30 x 30 - - - - BEGIN ONE WAY R6-6 26.40 24 x 30 30 x 36 - - - - END ONE WAY R6-7 26.40 24 x 30 30 x 36 - - - - R7-1, Parking Restrictions 221,21x,22,23, 2B.46 12 x 18 12 x 18 - - - 21,21 x,22,23, - 23a,107,108 Van Accessible(plaque) R7-8P 2B.46 18 x 9 18 x 9 - - - - Fee Station R7-20 2B.46 24 x 18 24 x 18 - - - - No Parking(with transit logo) R7-107a 2B.46 12 x 30 12 x 30 - - - - No Parking/Restricted Parking R7-200 26.46 24 x 18 24 x 18 (combined sign) - - - - No Parking/Restricted Parking R7-200a 26.46 12 x 30 12 x 30 (combined sign) - - - - Tow Away Zone(plaque) R7-201 P201 aP 2B.46 12 x 6 12 x 6 - - - - This Side of Sign(plaque) R7-202P 26.46 12 x 6 12 x 6 - - - - December 2009 Sect.28.03 Page 48 2009 Edition.''' r 4 Table 213-1. Regulatory Sign and Plaque Sizes (Sheet 3 of 4) =y Sin Conventional Road Sign or Plaque g Section Expressway Designation Single Mufti- p essway Freeway Minimum Oversized Lane Lane Emergency Snow Route R7-203 28.46 I 18 x 24 18 x 24 - - - 24 x 30 No Parking on Pavement R8-1 26.46 24 x 30 24 x 30 36 x 48 , 48 x_60 - 36x48. No Parking Except on Shoulder R8-2 2B 4 6 24 x 30 24 x 30 36 x 48 48 x 60 36 x 48 No Parking(symbol) 8--3a 6 24 x 24" 30 x 30 36 x 36 48 x 48 12 x 12* 36 x 36 No Parking R 2B.46 24 x 30 24 x 30 36 x 36 48 x 48 18 x 24 36 x 36 Except Sundays and Holidays{plaque), R13-36F' 28.46 24 x 16 24 x 18 On Pavement(plague) - 12 x 9 30 x 24 (p q ) R8-3cP 28.46 24 x 18 24 x 18 12 x 9 30 x 24 On_Bridge(plaque) R8-3dP 2B.46 , 24 x 18 24 x 18 On Tracks la - -' 12 x 9 30 x 24 (plague) R8-3eP 28.46 12 x 9 12 x 9 Except on Shoulder(plaque) R8-3fP - - 30 x 24 26.46 24x1$ 24 x 18 - - 12 x 9 30 x 24 Loading Zone(plaque) R8-3gP 28.46 24 x 18 24 x 18 - 12 x 9 30 x 24 Times of Day(plaque) R8-3hP _ 2B.46 24 x 18 24 x 18 _ 12 x 9 30 x 24 Emergency Parking Only R8-4 2B.49 30 x 24 30 x 24 30 x 24 48 x 36 No Stopping on Pavement R8-5 - 48 x 36 Pavement 28.46 24 x 30 24 x 30 36x48 �_48 x 60 36 x 48 No Stopping Except on Shoulder R8-6 26.46 24 x 30 24 x 3036 x 48 48 x 60 f*mergenc Stopping Only � - 36 x 48 y pp g R8-7 2B.49. , 30 x 24 30 x24 48 x-36 48 x 36 _ 4fix 36 Walk on Left Facing Traffic R9-1 2B.50 18 x 24 18 x 24 - - `- Cross Only at Crosswalks R9-2 28.51 12 x 18 12 x 18 No Pedestrian Crossing(symbol) R9-3 26.51 18 x 18 18 x 18 24 x 24 30 x 30 - 30 x 30 No Pedestrian Crossing R9-3a 28.51 12 x 18 f 12 x 18 Use Crosswalk(plaque) R9-3bP 26.51 18 x 12 18 x 12 _- - No Hitchhiking(symbol) R9-4 26.50 18 x 18 18 x 18 -- - - 24 x 24 No Hitchhiking R9-4a 28.50 18 x 24 18 x 24 12 x 18 No Skaters R9-13 28.39 18 x 18 18 x 1830 x 24 24 - x 30 - 30 x 30 No Equestrians R9-14 26.39 18 x 18 18 x 18 24 x 24 30 x 30 Cross OnlyOn Green - 30 x 30 R10-1 28.52 12 x 18 12 x 18 _ Pedestrian Signs and Plaques R10-2, 2B 52 9 x 12 9 x 12 - 3,3b,3c,3d,4 - - - Pedesfrian Signs R10-3a,3e,3f,3g.3h,31,4a x 15 - -28.52 9 15 9x - - Left on Green Arrow Only R10-5 28.53 30 x 36 30 x 36 48 x 60 - 24 x 30 48 x 60 Stop Here on Red R10-6 26.53 24 x 36 24 x 36 - - 36 x 48 Stop Here on Red R10-6a 28.53 24 x 30 24 x 30 Do Not Block Intersection - - 36 x 42 R10-7 26.53 24 x 30 24 x 30 - - - - Use Lane with Green Arrow R10-8 28.53 36 x 42 36 x 42 36 x 42 Left{Right)Turn SignalR10-10 - - 60 x 72 { 9 ) 26.53 30 x 36 30x36 No Turn on Red R10-11 28.54 24 x 30" 36 x 48 - - 36 x 48 No Turn on Red R10-11a 28.54 30x36' 36x48 - - - No Turn on Red R10-11b 28.54 36 x 36 36 x 36 - - No Turn on Red Except From Right . R10-11c 2654 30 x 42 30 x 42 - - - Lane - No Turn on Red From This Lane R10-11d 26.54 30 x 42 30 x 42 - - Left Turn Yield on Green R10-12 2B.53 30 x 36 30 x 36 - - Emergency Signal R10-13 2B.53 42 x 30 42 x 30 - - Emergency Signal-Stop on P10-14 26.53 36 x 42 36 x 42 - Flashing Red - - - Emergency Signal-Stop on Flashing Red(overhead) R10-14a 28.53 60 x 24 60 x 24 - - - - Turning Vehicles Yield to Peds R10-15 26.53 30 x 30 30 x 30 - - U-Turn Yield to Right Turn R10-16 26.53 30 x 36 30 x 36 - - - Right on Red Arrow After Stop R10-17a 28.54 36 x 48 36 x 48 - - Traffic Laws Photo Enforced R10-18 2B.55 36 x 24 36 x 24 48 x 30 54 x 36 Photo Enforced(symbol plaque) R10-19P 2B.55 24 x 12 24 x 12 36 x 18 48 x 24 54 x 36 Photo Enforced(plaque) - 48 x 24 R10-19aP 2B.55 24 x 18 24 x 18 36 x 30 48 x 36 48 x 36 MON-FRI(and times) (3 lines)(plaque) R10 20aP 26.53 24 x 24 24 x 24 - - - Sect.26.03 December 2009 .. 2009 Edition Page 49 Table 2B-1. Regulatory Sign and Plaque Sizes (Sheet 4 of 4) Sign Conventional Road Sign or Plaque Designation Section Single Multi- Expressway Freeway Minimum Oversized Lane Lane SUNDAY(and times) R10-20aP 26.53 24 x 18 24 x 18 (2 lines)(plaque) - - - - Crosswalk,Stop on Red R10-23 26.53 24 x 30 24 x 30 - - - - Push Button To Turn On R10-25 26.52 9 x 12 9 x 12 Warning Lights - - - - LeftTurn Yield on Flashing Red R10-27 213.53 30 x 36 30 x 36 Arrow After Stop - - - - XX Vehicles Per Green R10-28 2B.56 24 x 30 24 x 30 - - - - XX Vehicles Per Green R10-29 26.56 36 x 24 36 x 24 Each Lane - - - - Right Turn on Red Must R10-30 2B.54 30 x 36 30 x 36 Yield to U-Turn - - - - At Signal(plaque) R10-31P 2B.53 24 x 9 24 x 9 - - - - Push Button for 2 Seconds for R10-32P 26.52 9 x 12 9 x 12 Extra Crossing Time - - - - Keep Off Median RIM 26.57 24 x 30 24 x 30 - - - Road Closed R11-2 2B.58 48 x 30 48 x 30 - - - - Road Closed-Local Traffic Only R11-3a,3b,4 2B.58 60 x 30 60 x 30 - - - - Weight Limit R12-1,2 2B.59 24 x 30 24 x 30 36 x 48 - - 36 x 48 Weight Limit R12-3 26.59 24 x 36 24 x 36 - - - - Weight Limit R12-4 2B.59 36 x 24 36 x 24 - - - Weight Limit R12-5 26.59 24 x 36 24 x 36 36 x 48 48 x 60 - - Weigh Station R13-1 2B.60 72 x 54 72 x 54 96 x 72 120 x 90 - - Truck Route R14-1 2B.61 24 x 18 24 x 18 - - - - Hazardous Material R14-2,3 26.62 24 x 24 24 x 24 30 x 30 36 x 36 - 42 x 42 National Network R14-4,5 2B.63 30 x 30 30 x 30 36 x 36 36 x 36 - 42 x 42 Fender Bender Move Vehicles R16-4 2B.65 36 x 24 36 x 24 48 x 36 60 x 48 - 48 x 36 Lights On When Using R16-5,6 26.64 24 x 30 24 x 30 36 x 48 48 x 60 - 36 x 48 Wipers or Raining Turn On Headlights Next XX Miles R16-7 2B.64 48 x 15 48 x 15 72 x 24 96 x 30 - 72 x 24 Turn On,Check Headlights R16-8,9 2B.64 30 x 15 30 x 15 48 x 24 60 x 30 - 48 x 24 Begin,End Daytime R16-10,11 2B.64 48 x 15 48 x 15 72 x 24 96 x 30 - 72 x 24 Headlight Section *See Table 9B-1 for minimum size required for signs on bicycle facilities Notes: 1.Larger signs may be used when appropriate 2.Dimensions in inches are shown as width x height 07 Where side roads intersect a multi-lane street or highway that has a speed limit of 45 mph or higher, the minimum size of the STOP signs facing the side road approaches,even if the side road only has one approach lane,shall be 36 x 36 inches. 08 Where side roads intersect a multi-lane street or highway that has a speed limit of 40 MPH or lower,the minimum size of the STOP signs facing the side road approaches shall be as shown in the Single Lane or Multi-lane columns of Table 2B-1 based on the number of approach lanes on the side street approach. Guidance: 09 The minimum sizes for regulatory signs facing traffic on exit and entrance ramps should be as shown in the column of Table 2B-1 that corresponds to the mainline roadway classification (Expressway or Freeway). If a minimum size is not provided in the Freeway column, the minimum size in the Expressway column should be used. If a minimum size is not provided in the Freeway or Expressway Column, the size in the Oversized column should be used. Section 2B.04 Right-of-Way at Intersections Support: 01 State or local laws written in accordance with the"Uniform Vehicle Code" (see Section 1A.11) establish the right-of-way rule at intersections having no regulatory traffic control signs such that the driver of a vehicle approaching an intersection must yield the right-of-way to any vehicle or pedestrian already in the intersection. December 2009 Sect.2B.03 to 26.04 n 6 ri ri APPENDIX B - SIGN INVENTORY V 1Ai T .ayy Sign#1—Replace with 30"x30" Retroreflective R01-01 Stop Sign tiol `i , .. STOP . ,a,: dye s >; ?- te--,4,‘,..--le''1'. : 1 .= -, % Iw ` r _ . ,, =•-• L. Sign#2- Replace with 30"x30" Retroreflective R01-01 Stop Sign 1 6 J 1 •tt. . . - , _ t. • Sign#3- Replace with 30"x30" Retroreflective R01-01 Stop Sign 1` ,b �S- Sign#4- Replace with 30"x30" Retroreflective R01-01 Stop Sign 16j1 1 ,r,- , .t. I ,k ,s , . wis , , 5 I Sign#5- Replace with 18"x24" Retroreflective RO1-02 Speed Limit Sign $fig'` •' - iris )- ,_ ) ._ .. - / J Sign#6- Replace with 18"x24" Retroreflective R01-02 Speed Limit Sign I U N i k.0 ej -�! • - >* iv;aullip, iiikimprit* Vet Sign#7- Replace with 18"x24" Retroreflective R01-02 Speed Limit Sign Ls ` ., .r - - s Sign #8- Replace with 18"x24" Retroreflective R01-02 Speed Limit Sign y . ff. �ry 4$ ..„:„,. }i�, Sign #9- Replace with 30"x30" Retroreflective R01-01 Stop Sign • p4 F! •P. .. # f K 1g Ast • N i!,,,::':'-':-Z-t.;::' :::+4)Ht;*`.1i'?".*...4„../_:'-',A*:1 '''''-'1* ''',: Goldfinch and Bald Eagle Drive—Install 30"x30" Retroreflective R01-01 Stop Sign 1 I j {S * * 1/4, Oriole Circle and Bald Eagle Drive—Install 30"x30" Retroreflective R01-01 Stop Sign Swallow Point and Bald Eagle Drive- Install 30"x30" Retroreflective R01-01 Stop Sign e4jsr ave.An;3� # ` `( fGs fir'. • !4)"Y X Sign#10- Replace with 30"x30" Retroreflective R01-01 Stop Sign .,.x 4 ask ,� �: "k-'.'., -t s ,'..- 4 : STOP r. ' V- a..'s4WIN-...:.. .rte Sign#11- Replace with 30"x30" Retroreflective R01-01 Stop Sign 1 6 J 1 ,,,,,:...„.. f: { .A ‘,t t t, ivy 'fir 4. lilt :::: oil 7,,,,I: .4 t,H4 4*.4 a 1 t A et,..,''''''.'.. Sign#12- Replace with 18"x24" Retroreflective R01-02 Speed Limit Sign 1 ie 1. .f.: NAPLES BATH&TENNIS CLUB Lvmnnc5 Ar j1 GU RELATORY SIGN ASSESSMENT - ---It'M.,., ;171.1.:.Lr''--- "441,ttij., i :', ::k',- r+ . :F+ ',4 :4, i .r ,..,, i . , r.....--473:„. _ - o X34 r � �� ,, "r j ,Yg#/ E .g. ; -` BALD EAGI! DRIVE 4 -.1'-i'%', g`y ` _ .. ,• • *AA,.-- iii-tojfi , it__ / ,10..-7..At „, , -2s1 ,., -,.. �, wt . . . ,,,. .,.,* - . itti,„.4. -.„;:t, , ,t,-,,,,,,, NIN vim : Ii 2t , ,,,,4,4-414 ta- j 4.*:/t,,1,...„,,_4„08.. , -cam $404. I . c NAs eAni r ' , AND aue I s�'h ,,s;3'.. 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