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FY 2008/2009 Renewal Florida Department of Transportation CHARLIE CRIST STEPHANIE C.KOPELOUSOS GOVERNOR SECRETARY March 25, 2008 The Honorable James E. Kirk Mayor, City of Okeechobee 55 Southeast Third Avenue Okeechobee, FL 34974 RE: Traffic Signal Maintenance and Compensation Agreement Dear Mayor Kirk: I have attached two copies of Exhibit "A" for Fiscal Year 2008/2009 which lists all traffic signals on the State Highway System according to our records. Please verify the accuracy of this inventory, execute the forms, and return both copies with original signatures to this office no later than May 15, 2008. If you have any questions regarding this matter, please contact John Gaskins, of my staff, at (863) 519-2509, or me at (863) 519-2553. Sincerely, • 1 d' I f d 1&? A Donald Cashdol , ., 9.E. Assistant District Traffic Operations : neer DC:MTM:kg Enclosures cc: Brian Whitehall, City Administrator, City of Okeechobee,w/attach. Betty Clement, General Services Coordinator, City of Okeechobee,w/attach. S:\Traffic\Typing\AN\Exhibit A Letters 2008-2009\ExhibitA2008-2009Kirkkg.mtrnDC.doc District One Traffic Operations 801 North Broadway Avenue•Post Office Box 1249•Bartow,FL 33831-1249 (863)519-2490•(863)534-0915•MS 1-8 r` RE-CYCLED PAPER www.dot.state.fl.us p OF '\O/fC, .10k O r City"'19-15 o Okeechobee Office of the City Clerk April 2, 2008 Mr. Donald Cashdollar, Jr. P.E. Assistant District Traffic Operations Engineer Post Office Box 1249 Bartow, Florida 33831-1249 Dear Mr. Cashdollar, Jr.: Enclosed;herewith please find (2) Traffic Signal Maintenance and Compensation Agreements. Please sign both agreements and forward (1) one back to the Office of the City Clerk in the provided enclosed envelope. Should you require any additional information please contact my office at (863) 763-3372 ext. 215. With best regards, I am Sincerely, Aatt, Lane Gamiotea, CMC City Clerk Enclosures LG/me cc: Brian Whitehall, City Administrator Betty Clement, General Services Coordinator 55 S.E.Third Avenue•Okeechobee,Florida 34974-2932•(863)763-3372•Fax:(863)763-1686 !Ilil Florida Department of Transportation CHARLIE CRIST STEPHANIE C.KOPELOUSOS GOVERNOR SECRETARY December 19, 2007 Mr. Donnie Robertson Public Works Director City of Okeechobee 55 S.E. 3rd Avenue Okeechobee, FL 34974 RE: Section 91070; S.R. 70 (Park Street) from 5th Avenue (Milepost 9.205) to 10th Avenue (Milepost 10.152) Dear Mr. Robertson: Enclosed, for your records, is a copy of the revised Signal System Timing plan for the traffic signals within the referenced roadway. This revision includes the timing adjustments we made during the fine tuning process. Thank you for working with our office on this project. If you have any questions or comments, please contact me at (863) 519-2788. Sincerely, ,,,,,,,, ,,i.,16.---d, Kenneth E. Bass Sr. Traffic Signal System Specialist KEB:rlw Enclosure S:\traffic\typing\an\91070sr70ParkStreetfrom5thAveto 1 OthAveRobertsonrlw.keb District One Traffic Operations 801 North Broadway Avenue•Post Office Box 1249•Bartow,FL 33831-1249 (863)519-2490•(863)534-0915•MS 1-8 rsi RECYCLED PAPER www.dot.state.ft.us . , r Signal System Timings Section 91070; SR 70 (Park St) From: 5th Ave M.P. 9.205 to 10th Ave. M.P. 10.152 City of Okeechobee, Okeechobee County, Florida ����y 1 J�" j 1111., • --'''''':--711- _�1. t,~~.' i : : w _ I; .t tai .0411 ,----*-----IL-7j 'N'Ik'- . '^‘ II% II'%„ ^ :1 ii W',,:" ^, ^' ‘;' "^' ...::: !'wt. 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E',,I 3tivAt.i. µ ms...-^ A ittr.Nt r�c tr „,_:' `, ,Copyright'©end(P)1968-2006 Microsoft Carpor=etion end"for its1suppliers.All rights reserved.' •r. i 1 .- Name Date Approved By: Designed By: .12,c_ /7/,.9. r� • Checked By: % /I/�z) ! • ! l (J"_ � � Drawn By: Ap/�,9 176# 3©455` Checked By: '�� e(//`200) Date: 1(1-' (6t 'O f Signal System Timings Section 91070; SR 70 (Park St) From: 5th Ave M.P. 9.205 to 10th Ave. M.P. 10.152 City of Okeechobee, Okeechobee County, Florida Revisions 10/2007 Location Page# Description TOD 1 (i)Deleted plan 3-1-1 (ii)Replaced plan 2-1-1 with 1-1-1 (iii)Adjusted plan 5-1-1 to begin at 6:30 am instead of 7:30 am(iv)Adjusted plan 5-3-3 to end at 7:30 pm instead of 6:30 pm SR70/5th Ave 3 (i)Adjusted plan 1-1-1 offset from 0 to 10 secs(ii)Adjusted plans 5-1-1,5-2-2&5-3-3 offset from 0 to 5 secs SR70/US441 4 (i)Phase 5&7:increased Max I times from 10 to 20 secs(ii)Phase 5&7:increased Extension time from 3 to 4 secs(iii)Phase 1:increased Max II time from 20 to 25 secs(iv)Phase 2&6: decreased Min Gm time from 20 to 15 secs(v)Turned Memory ON for phase 2&6 5 (i)Changed phase 1 Force Off,plan 3-1-1 from 17 to 19 secs(ii)Changed phase 3 Force Off, plan 5-1-1 from 76 to 81 secs(iii)Changed phase 1 Force Off,plan 5-2-2 from 25 to 29 secs(iv) Changed phase 1 Force Off,plan 5-3-3 from 25 to 29 secs(v)Adjusted plans 5-1-1,5-2-2&5-3- 3 offset from 0 to 115 secs SR70/8th Ave 7 (i)Adjusted plan 5-1-1 offset from 67 to 72 secs(ii)Adjusted plans 5-2-2&5-3-3 offset from 67 to 77 secs 8 (i)Adjusted phase 5 perm from 56 to 35 secs SR70/10th Ave 8 Noted NB outside lane is left/right 9 (i)Adjusted plan 1-1-1 offset from 60 to 65 sec(ii)Adjusted plan 5-1-1 offset from 67 to 72 secs (iii)Adjusted plans 5-2-2&5-3-3 offset from 67 to 77 secs Time of Day Plan Day Time Cycle/Split/Offset Cycle Length Monday Thru Friday 0000 FREE FREE 0530 4/1/1 80 0630 5/1/1 125 1030 5/2/2 125 1500 5/3/3 125 1930 1/1/1 95 2030 FREE FREE Sat 0000 FREE FREE 0700 1/1/1 95 2100 FREE FREE Sun 0000 FREE FREE 0600 1/1/1 95 2100 FREE FREE 1 1� FDOT Section 91070; SR 70 District One @ 5th Ave. Controller Timing Data M.P. 9.205 Seconds o = as a - E N ? o a, o Cycle 1 2 3 4 5 5 5 X °c' z E `° o Split 1 1 1 1 1 2 3 w Lc North Total 95 85 100 80 125 125 125 I/II ,Green 14 12 10 13 17 17 17 15 1 1 J EBL Yellow 4 4 4 4 4 4 4 / 2 7 3 Red 1 1 1 1 1 1 1 25 3 Total 19 17 15 18 22 22 22 Green 14 12 10 13 17 17 17 15 1 5 WBL Yellow 4 4 4 4 4 4 4 / 2 1 7 3 Red 1 1 1 1 1 1 1 25 3 Total 19 17 15 18 22 22 22 2 • EB Green 49 45 55 40 64 64 64 65 MIN 1 • & * i""" & Yellow 4 4 4 4 4 4 4 20 3 / 7 12 / 3 6 ---""l► WB Red 1 1 1 1 1 1 1 40 f -► Total 54 50 60 45 69 69 69. 4 4 II * NB Green 17 13 20 12 29 29 29 15 1 i & & Yellow 4 4 4 4 4 4 4 / 3 7 3 7 14 8 f SB Red 1 1 1 1 1 1 1 30 ♦ 1 ♦ Total 22 18 25 17 34 34 34 Green Yellow / Red Total Green Yellow / Red Total 1) Use Max II during coordination and Max I during free operation. 2) Detector Cross Switching 3) Memory Off 09/07 RC 2 SOP:7 FDOT Section 91070; SR 70 District One @ 5th Ave. Controller Timing Data M.P. 9.205 Coordination Settings CNA (Inactive) Cycle 1 2 3 4 5 5 5 Split 1 1 1 1 1 2 3 Cycle Length 95 85 100 80 125 125 125 Phase(s) Sec Sec Sec Sec Sec Sec Sec 4& 8 22 18 .25 17 34 34 34 0 1 41 35 40 35 56 56 56 CD U 5 41 35 40 35 56 56 56 0 U- > 4 & 8 10 6 13 5 22 22 22 vi 1 29 23 28 23 44 44 44 E o 0 5 29 23 28 23 44 44 44 a m c W c 1 10 63 17 57 5 cp 2 2 5 5 3 5 O g 4 c w 5 Main St FDW 12 12 12 12 12 12 12 Notes: 1) Use fixed Force-Offs. 09/07 RC 3 SOP:7 FDOT Section 91070; SR 70 District One @ US 441(Parrot Ave) Controller Timing Data M.P. 9.489 N Seconds o , a �, Cycle 1 2 3 4 5 5 5 x c co co = o Split 1 1 1 1 1 2 3 w as I � " North Total 95 85 100 80 125 125 125 I/II Green 10 10 14 8 20 24 24 10 1 1 NBL Yellow 4 4 4 4 4 4 4 / 2 7 3 Red 1 1 1 1 1 1 1 25 3 Total 15 15 19 13 25 29 29 Green 15 10 14 9 27 27 27 20 MIN 1 5 SBL Yellow 4 4 4 4 4 4 4 7 4 / / 2 ■ Red 1 1 1 1 1 1 1 28 3 Total 20 15 19 14 32 32 32 2 4: 4 NB Green 25/20 20 20 21/20 28/21 24/21 24/21 35 1 & & Yellow 4 4 4 4 4 4 4 / 15 3 7 23 6 1_� SB Red 1 1 1 1 1 1 1 30 V ; I I Total 30/25. 25 25 26/25 33/26 29/26 29/26 Green 9 7 8 8 18 13 13 10 1 3 1 EBL Yellow 4 4 4 4 4 4 4 / 2 7 3 Red 1 1 1 1 1 1 1 25 3 Total 14 12 13 13 23 18 18 Green 18 13 19 10 28 28 28 20 1 7 ,NBL Yellow 4 4 4 4 4 4 4 / 2 Red 1 1 1 1 1 1 1 7 4 35 3 Total 23 18 24 15 33 33 33 4 * EB Green 31/22 28/22 38/27 23/21 39/29 44/29 44/29 40 MIN 1 & _� �___ & Yellow 4 4 4 4 4 4 4 / / 3 20 3 7 32 8 1 C + WB Red 1 1 1 1 1 1 1 20 4- ■ Total 36/27 33/27 43/32 28/26 44/34 49/34 49/34 1) Use Max II during coordination and Max I during free operation. 2) Detector Cross Switching 3) Memory Off 09/07 RC 4 SOP:10 wrr ..ri' FDOT ) ) Section 91070; SR 70 District One @ US 441(Parrot Ave) Controller Timing Data M.P. 9.489 Coordination Settings CNA (Inactive) Cycle 1 2 3 4 5 5 5 Split 1 1 1 1 1 2 3 Cycle Length 95 85 100 80 125 125 125 Phase(s) Sec Sec ' Sec Sec Sec Sec Sec 1 15 15 19 13 25 29 29 5 20 15 19 ..._._..._.. 14 _ ....... 32 .. 32 32 . .. . . 0 a) 2 &6 45 40 44 39 58 58 58 0 3 59 52 57 52 81 76 76 7 68 58 68 54 91 91 91 > 1 3 3 7 1 13 17 17 N 5 8 3 7 2 20 20 20 E o — 2 &6 25 20 24 19 ' 38 38 38 a m 3 47 40 45 40 69 64 64 c W 7 56 46 56 42 79 79 79 2 1 0 0 0 0 115 m - LL)u) a 2 115 3 115 c 4 w 5 Main St FDW 32 32 32 32 32 32 32 Notes: 1) Use fixed Forceoffs. 09/07 RC 5 SOP:10 +`.r FDOT Section 91070; SR 70 District One @ US 441. Controller Timing Data M.P. 9.489 Emergency Vehicle Preemption Preemption Timing Plan 1 Dwell Phase(s) 4 &7 Minimum Green Before Preemption * Yellow Clearance ** 4 Red Clearance** 1 Minimum Dwell 35 Yellow Clearance 4 Red Clearance 1 Plan# 1 T 4 &7 North * Entry into preemption shall not violate MINIMUM GREEN or FLASHING DON'T WALK. **YELLOW and ALL RED intervals during preemption may be the same values used during normal controller operations. 09/07 RC 6 FDOT Section 91070; SR 70 District One @ 8th Ave. Controller Timing Data M.P. 9.994 Seconds - o E a Cycle 1 2 3 4 5 5 5 c a co X c ix Z N E X LE 2 w 1 1 1 1 1 2 3 w 2 co North Total 95 85 100 80 125 125 125 I/II 2 WB Green 13 10 11 12 16 16 16 10 1 & •-t— & Yellow 4 4 4 4 4 4 4 / 2 7 3 5 , -----+NBI Red 1 1 1 1 1 1 1 20 3 �, Total 1 . 15 16 17 21 21 21 . 2 4- f ■ EB Green 59/41 52/37 60/44 45/28 73/52 73/52 73/52 50 MIN 1 & & Yellow 4 4 4 4 4 4 4 / 3 20 3 7 15 / 6 ■ WB Red 1 1 1 1 1 1 1 25 * ► Total 64/46 57/42 65/49 50/33 78/57 78/57 78/57 4 4 NB Green 26 23 30 25 42 42 42 20 1 -► & & Yellow 4 4 4 4 4 4 4 / / 3 7 3 7 20 8 SB Red 1 1 1 1 1 1 1 30 4- t Total 31 28 35 30 47 47 47 Green Yellow / Red Total Green Yellow / Red Total Green Yellow / Red Total 1) Use Max II during coordination and Max I during free operation. 2) Detector Cross Switching 3) Memory Off 09/07 RC 7 SOP:11 lar r FDOT Section 91070; SR 70 District One @ 8th Ave. Controller Timing Data M.P. 9.994 Coordination Settings CNA (Inactive) Cycle 1 2 3 4 5 5 5 Split 1 1 1 1 1 2 3 Cycle Length 95 85 100 80 125 125 125 Phase(s) Sec Sec Sec Sec Sec Sec Sec 4 &8 31 28 35 30 47 47 47 5 49 43 51 47 68 68 68 0 a) O O LL > 4&8 19 16 23 18 35 35 35 vi o 5 37 31 39 35 56 56 35 E ,1 �L CD LA. m C W S 1 57 52 65 49 72 a U) � 2 77 .a 3 77 O a 4 c W 5 Main St FDW 15 15 15 15 15 15 15 Notes: 1) Use fixed Forceoffs. 09/07 RC 8 SOP:11 FDOT Section 91070; SR 70 District One @ 10th Ave. Controller Timing Data M.P. 10.152 N Seconds E s E 3 (72 o Cycle 1 2 3 4 5 5 5 a .(13 o: Z lc E w 2 a o Split 1 1 1 1 1 2 3 co North Total 95 85 100 80 125 125 125 I/II 2 EB Green 53 54 58 39 69 69 69 55 MIN 1 & - & Yellow 4 4 4 4 4 4 4 20 3 7 15 3 6 * WB Red 1 1 1 1 1 1 1 35 f ► Total 58 59 63 44 74 . 74 74 4 Green 32 21 32 31 46 46 46 15 1 4 4— NB Yellow 4 4 4 4 4 4 4 7 3 / 7 20 3 Red 1 1 1 1 1 1 1 48 Total 37 26 37 36 51 51 51 • . Green Yellow / / Red Total Green Yellow / Red Total Green Yellow / Red Total Green Yellow Red Total 1) Use Max II during coordination and Max I during free operation. 3) Memory Off 09/07 RC 9 SOP:Special 111110°FDOT District One Section 91070; SR 70 Controller Timing Data M.P.10th Ave. M 10.152 Coordination Settings CNA (Inactive) Cycle 1 2 3 4 5 5 5 Split 1 1 1 1 1 2 3 Cycle Length 95 85 100 80 125 125 125 Phase(s) Sec Sec Sec Sec Sec Sec Sec 4 37 26 37 36 51 51 51 0 a) U 0 L.L. > 4 25 14 25 24 39 39 39 E o �� L C ^4) 0)1..1 m c W 1 65 55 63 51 72 I co o 2 77 O 3 77 4 C 5 Main St FDW - 15 15 15 15 15 15 115 Notes: 1) Use fixed Forceoffs. 09/07 RC 10 SOP:Special Florida Department of Transportation CHARLIE CRIST STEPHANIE C.KOPELOUSOS GOVERNOR - SECRETARY June 27,2007 The Honorable James E.Kirk Mayor,City of Okeechobee 55 SE Third Avenue Okeechobee,FL 34974 RE: Request to Paint Mast Arm/Truss Traffic Signal Supports Dear Mayor Kirk: This letter is prepared to advise you of the department's position and recommendation related to requests for painting of traffic signal supports,mast arm poles or trusses. The department's standard is to install galvanized steel mast arm poles or trusses to support traffic signals. We have to this point supported application of paint for aesthetic purposes when requested by a local agency. The paint color is specified by the local agency and applied on the poles under a project either let by the department or installed by permit. We are discovering the paint applied to galvanized poles is failing at several locations through out the state. The department is pursuing warranty claims for locations within the warranty period of 820 days from the date of acceptance. Repainting of the failing mast arm poles is very expensive. Since paint is applied to the galvanized poles as a request from a local agency,the department from this point will require a maintenance agreement with the requesting agency to maintain the paint on the poles beyond the warranty time period. In addition, we expect the agency to notify us about paint failures within the warranty period so we can ensure timely processing of a warranty claim. We will be forwarding an addendum(separate Attachment)to the current Traffic Signal Maintenance Agreement requiring commitment to maintain the paint. We will continue painting galvanized poles when requested by local agencies who sign the addendum. However based on our experience,we strongly recommend against application of paint to galvanized poles. If you have any questions,please do not hesitate to contact me at(863)519-2202. Sincerely, f f Of/ It sear. ie Hunt Director of Transportation Operations DLH:LKN:cIw cc: Brian Whitehall,City Administrator,City of Okeechobee Stanley M.Cann,P.E.,District Secretary Michael Rippe,Director of Transportation Development Johnny Limbaugh,Southwest Area Office Director L.K.Nandam,P.E.,District Traffic Operations Engineer Deborah Snyder,P.E.,District Materials&Research Engineer Jonathan Sands,P.E.,District Construction Engineer Bernie Masing,P.E.,District Design Engineer Sharon Hedrick,District Maintenance Administrator Walter Childs,District Utilities Administrator Debbie Tower, Southwest Area Office Public Information Director Cindy Clemmons-Adente,District Public Information Director District One Traffic Operations 801 North Broadway Avenue•Post Office Box 1249•Bartow,FL 33831-1249 (863)519-2490•(863)534-0915•MS 1-8 `:i RECYCLED PAPER www.dot.state.fl.us EXHIBIT A TRAFFIC SIGNAL INTERSECTIONS MAINTAINED AND OPERATED FOR FY 200812009 Effective Date From: 7/1/2008 To: 6/30/ 009 Page 1 of 1 Maintaining Agency: City of Okeechobee Intersection Locations Payment (Yes or No) FDOT FY Unit Rate *z47000 Percent of State (Ex 25,33,50, 75, or 100) Total Amount (Unit Rate x Percent) SR 15 (US 98/US 441)(91020) GR15/US4418Wa|-N1art Yes *2.472.00 50.00% s1.236.00 SR 15 (US 98/US 441) Park Street (SR 70) Yes $2.472.00 100.O0Y6 $2.472.00 SR 70 (Park St.)(91070) 5th Avenue NW/Osceola Yes $2.472.00 50.0096 $1.236.00 SR 70 (Park St.) 3rd Avenue E (Fire) No $2.472.00 0.0096 $0.00 SR 70 (Park St.) 8th Avenue SE . Yes $2.472.00 50.0096 *1.236.00 SR 70 (Park St.) 10th Avenue E Yes $2.472.00 50.O0Y6 $1.236.08 . ' . Total Lump Sum $7,416.00 1 certify that the above traffic signals were maintained and operated n accordance Maintenance and Compensation Agreement. ith the r u uirements of the Traffic Signa? For Satisfactory completion of all services detailed in this Agreement for this time period, the Department will pay the Maintaining Agency a Total Lump Sum of $7.41600 Date 6(4, District Traffic Operations Engineer « Date