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HomeMy WebLinkAbout04/01/2014 (2)(AIW 11 �OR19-t, COUNTY COMMISSIONERS BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY, FLORIDA COMMISSION AGENDA TUESDAY, APRIL 1, 2014 - 9:00 A.M. County Commission Chamber Indian River County Administration Complex 180127th Street, Building A Vero Beach, Florida, 32960-3388 www.iregov.com Peter D. O'Bryan, Chairman District 4 Joseph A. Baird, County Administrator Wesley S. Davis, Vice Chairman District 1 Dylan Reingold, County Attorney Joseph. E. Flescher District 2 Jeffrey R. Smith, Clerk to the Board Bob Solari District 5 Tim Zorc District 3 r 1. CALL TO ORDER 9:00 A.M. PAGE 2. INVOCATION Stan Boling, Community Development Director 3. PLEDGE OF ALLEGIANCE Commissioner Bob Solari 4. ADDITIONS/DELETIONS TO THE AGENDA f EMERGENCY ITEMS 5. PROCLAMATIONS and PRESENTATIONS A. Presentation of Breathe Joumey Project by Representatives of Girl Scout Cadette Troop 50003 and Girl Scout Cadette Troop_ 50042 _ _ _ 1 B. Presentation of Proclamation Observing April, 2014 as Aviation Appreciation Month 2 April 1, 2014 Page 1 of 8 5. PROCLAMATION'S and PRESENTATIONS PAGE C. Presentation of Proclamation in Recognition of Mayors Day of Recognition for National Service D. Presentation of Proclamation in Recognition of Guardian Ad Litem Month in Indian River County-------------------- E. Presentation of Proclamation Designating April b through April 12, 2014, as Crime Victims' Rights Week in Indian River County--------------------------------------------- 5-. G. APPROVAL OF MINUTES A. Regular Meeting of February 18, 2014 7. INFORMATIONAL ITEMS FROM STAFF OR COMMISSIONERS NOT REQUIRING BOARD ACTION A. 2014 Election of Economic Development Council Chairman and Vice Chairman (memorandum dated March 19, 2014} f B. 2014 Election of Agriculture Advisory Committee Chairman and Vice Chairman (memorandum dated March 21, 214) - ---- - ----------------------------------- 7 ---------------------------------- C. 2014 Election of Transportation Disadvantaged Local Coordinating Board Vice Chairman memorandum dated March 21, 2014) 8 ( D. Economic Development Council — Vacancy _(memorandum dated March 26, 2014} _ - - ------------------------------------------------------9 910 -1 -. E. Proclamation and Retirement Award Honoring Joseph R. Blackburn on His Retirement from Indian River County Board of County Commissioners Department of Emergency Services/Fire Rescue with Thirty -One Years of Service 11-12 --------------------------------------------------------------------------------------------------------------------- F. Florida Public Service Commission Notice of Consummating Order PSC -14- 0140 -CO -EI making Order PSC -14 -0110 -TRF Effective and final; closes docket, has been received and is available for review in the Office of the Clerk to the Board--- G. St. Johns River Water Management District's Comprehensive Annual Financial Report for Fiscal Year 2012-2013 has been received and is available -for review in the Office of the Clerk to the Board --- April 1, 2014 Page 2 of 8 (6w �w 8. CONSENT AGENDA PAGE A. Approval of Warrants — March 7, 2014 to March 14, 2014 (memorandum dated March 14, 2014) _________________ ------------------ 21 B. Approval of Warrants — March 15, 2014 to March 20, 2014 (memorandum dated March 20, 201 4) .. _.. _ . _ 22-28 C. Out of County Travel to attend the 2014 Florida Association of Counties Annual Conference and Educational Exposition memorandum dated March 24 2014 - 29.30 - --------------------------------------------------- D. Resolution Canceling Taxes on Property Acquired by the City of Fellsmere for Open Space and Drainage (memorandum dated March 25, 20I4)....................31-38 E. Property 1 Casualty Insurance 2014-15 (memorandum dated March 25, 2414) _ _ _ _ _ _ _ _ _ _ 39-42 F. Fifth Amendment to Facility Lease Agreement -- Verotown, LLC. Historic Dodgertown (memorandum not dated) _ __ 43-47 G. Work Order No. 4 with Bridge Design Associates, Inc., Box Culvert and Headwall Design, 201h Avenue at 16`h Street Left Turn Lanes, IRC Project No. 0225 (memorandum dated March 18, 201 4) ---- -- 48-52 K, Traffic Control Device Ledger (memorandum dated March 10, 2014)--- ---------- 53-74 - - ------------ ---- ............ -- ._........------ I. Department of the Army Right -of -Entry Agreement — Amendment No. 1 -- Round Island Beach Park for Environmental Assessment and Response (memorandum dated March 20 2014 75-79 )------------------------------------------------------------ -7 J. Approval of Renewal for a Class "B: Certificate of Public Convenience and Necessity for Coastal Health Services of Brevard Inc. to Provide Interfacility Ambulance Transportation Services (memorandum dated. March 18, 2014) 84-97 K. Children's Services Funding Allocation for Fiscal Year 201412015 (memorandum dated March.24, 2014) ---------------- 98-99 L,. Rejection of Bids for IRC Bid No. 2014028 Roseland Lake Clearing and Dredging (memorandum dated March 24, 2014) ------------------------- 100-102 April 1, 2014 Page 3 of 8 8. CONSENT AGENDA PAGE M. Agreement with FMG Publications to Host the 2014 Shooting Industry Masters (memorandum not dated} 103-114 N. Release of Retainage Indian River County Fairgrounds Ag Pavilion Metal Roof Replacement IRC Project No. 1238, Bid No. 2014018 (memorandum dated March 12 2014) ------------------------------------------------------- 1-1-5--11-7-. O. Utility Construction Standards, March 2014 (memorandum dated March 18 2014)-- ------------ 118-123__ P. Sheriffs Crime Scene Unit — Release of Retainage for Phase I — Proctor Construction Company (mernorandurn dated March 25 2014) -- _ _ _ _ _ _124.129 9. CONSTITUTIONAL OFFICERS and GOVERNMENTAL AGENCIES None 10. PUBLIC ITEMS A. PUBLIC HEARINGS 1. J Three Dogs and A Horse, LLC's Request for Special Exception Use Approval for an Agricultural Business to be Known as Audrey's Feed Store _(T!a Torandum dated March 3, 2014) 130-148 -------------------------- --- -- ......_.,.., (Quasi -Judicial} 2. Proposed Ordinance Amending the Code for General Housekeeping Purposes __(memorandum dated March 25, 20--- 14}-------------------------------------- ______149 ,159_. - ----------------------- --- (Legislative) B. PUBLIC DISCUSSION ITEMS PIease give your name and address, and then give your remarks. Please try to limit your remarks to three minutes. I. Request to Speak from Harlan Franklin and Alex Jernigan Regarding Water Line Extension — North Indian River Drive to Roseland Road160 2. Request to Speak from Jacque Warrior Regarding Governor Scott's Race Based Educational Goals 161-224 - - - ------------------------------------------------------------------------------� April 1, 2014 Page 4 of 8 CW 10. PUBLIC ITEMS PAGE C. PUBLIC NOTICE ITEMS 1. Notice of Scheduled Public Hearings for April 15, 2014: (memorandum_dated March 18, 20 11) ------------------- 225-226 a. Grand Harbor Community Association Inc., & GH Vero Beach Development, LLC's Request for a Comprehensive Plan Future Land Use Map Amendment to Redesignate ± 8.3 Acres Located at the Southwest Corner of Indian River Blvd. and Grand Harbor Blvd. from CII to M-1, and to Rezone those ±8.3 Acres from CG to RM -6; and to Simultaneously Redesignate ± 8.3 Acres Located at the Southeast Comer of Indian River Blvd. and 53'd Street from. M-1 to CII, and to Rezone those ± 8.3 Acres from RM -6 to CG (Legislative and Quasi -Judicial final public hearing) b. Consideration of an Ordinance to Amend County Code Chapter 308, Indian River County Housing Assistance Program (Legislative) 11. COUN'T'Y ADMINISTRATOR MATTERS None 12. DEPARTMENTAL MATTERS A. Community Development 1. Status Report on All Aboard Florida Passenger Rail Proposal (memorandum dated March 24, 20143--------------------------- 227-247 B. Emergency Services None C. General Services None D. Human Resources None E. Human Services L None April 1, 2014 Page 5 of 8 12. DEPARTMENTAL MATTERS PAGE F. Leisure Services 1J None G. Office of Mana ement and Bud et None H. Recreation None I, Public Works 1. Work Order No. 4 Ecological Associates, Inc. Sector 3 Beach Restoration Project Post Construction and Baseline Biological Monitoring Services (memorandum dated March 24, 20144 _ _____._ 248-263 J. 'Utilities Services 1. Sewer Feasibility Study for the Summerplace Area — Termination UCP 4101 (memorandum dated March 1 2014) --- 264 1.3. COUNTY ATTORNEY MATTERS None 14. COMMISSIONERS ITEMS A. Commissioner Peter D. O'Bryan, Chairman None B. Commissioner Wesley S. Davis. Vice Chairman None C. Commissioner Josevh E. Flescher None 1J April 1, 2014 Page 6 of 8 (W 14. COMMISSIONERS ITEMS PAGE D. Commissioner Bob Solari 1. Treasure Coast Regional Planning Council (TCRPC) Response to Commission Request to Put Seven50 Name Change on Their Agenda (memorandum dated March 26 2014) 265 --------------------------------------'-----............................................------------ 2. Treasure Coast Regional Planning Council March 21.51 discussion about All Aboard Florida (AAF) memorandum dated March 26, 2fl14) 266-275 _(memorandum ............................ ---------------------------- E. Commissioner Tim Zorc None 15. SPECIAL DISTRICTS AND BOARDS A. EmerMncv Services _District 1. Authorization for Final Payment and Release of Retainage to Barth Construction, Inc. for the Construction of the RSD Building (memorandum dated March 17, 2014 - 276-285 B. Solid Waste Disposal District None C. Environmental Control Board None 16. ADJOURNMENT Except for those matters specifically exempted under the State Statute and Local Ordinance, the Board shall provide an opportunity for public comment prior to the undertaking by the Beard of any action on the agenda, including those matters on the Consent Agenda. Public comment shall also be heard on any proposition which the Board is to take action which was either not on the Board agenda or distributed to the public prior to the commencement of the meeting. Anyone who may wish to appeal any decision which may be made at this meeting will need to ensure that a verbatim record of the proceedings is made which includes the testimony and evidence upon which the appeal will be based. April 1, 2014 Page 7 of 8 Anyone who needs a special accommodation for this meeting may contact the County's Americans with Disabilities Act (ADA) Coordinator at (772) 226-1223 at least 48 hours in advance of meeting. j The full agenda is available on line at the Indian River County Website at www.ire2ov.com The full agenda is also available for review in the Board of County Commission Office, the Indian River County Main Library, and the North County Library. Commission Meeting may be broadcast live by Comcast Cable Channel 27 Rebroadcasts continuously with the following proposed schedule: Tuesday at 5:00 p.m. until Wednesday at 6:00 a.m., Wednesday at 9:00 a.m. until 5:00 pm., Thursday at 1: 00 p.m. through Friday Morning, and Saturday at 12:00 Noon to 5: 00 p, m. April 1, 2014 Page 8 of 8 Cw (hw JEFFREY R. SMITH Clerk to the Board INDEX TO MINUTES OF REGULAR MEETING BOARD OF COUNTY COMMISSIONERS I. CALL TO ORDER.......................................................................................................................... 1 2. INVOCATION................................................................................................................................. 1 3. PLEDGE OF ALLEGIANCE..........................................................................................................1 4. ADDITIONS/DELETIONS TO THE AGENDA/EMERGENCY ITEMS ................................... 2 ADDITION: EMERGENCY ITEM: 14.A.1. TRAVEL AUTHORIZATION ............................2 MOVED: ITEM 14.D.2. TREASURE COAST REGIONAL PLANNING COUNCIL MARCH 21s" DISCUSSION ABOUT ALL A130ARD FLORIDA (AAF) TO BE HEARD CONJOINTLYWITH ITEM 12.A.1...............................................................................2 5. PROCLAMATIONS AND PRESENTATIONS............................................................................ 2 5.A. PRESENTATION OF BREATHE JOURNEY PROJECT BY REPRESENTATIVES OF GIRL SCOUT CADETTE TROOP 50003 AND GIRL SCOUT CADETTE TROOP Sll� 50043 .......2 5.B. PRESENTATION OF PROCLAMATION OBSERVING APRIL, 2014 AS AVIATION APPRECIATIONMONTH............................................................................................ 3 5.C. PRESENTATION OF PROCLAMATION IN RECOGNITION OF MAYORS DAY OF RECOGNITION FOR NATIONAL SERVICE....................................................................3 5.D. PRESENTATION OF PROCLAMATION IN RECOGNITION OF GUARDIAN AD LITEM MONTH IN INDIAN RIVER COUNTY...........................................................................3 April 1, 2014 I 5.E. PRESENTATION OF PROCLAMATION DESIGNATING APRIL 6 THROUGH APRIL 12, 2014, AS CRIME VICTIMS' RIGHTS WEEK IN INDIAN RIVER COUNTY .........................3 6. APPROVAL OF MINUTES........................................................................................................... 4 6.A. REGULAR MEETING OF FEBRUARY 18, 2014.............................................................4 7. INFORMATIONAL ITEMS FROM STAFF OR COMMISSIONERS NOT REQUIRING 8. CONSENT AGENDA..................................................................................................................... 5 8.A. APPROVAL OF WARRANTS - MARCH 7, 2014 TO MARCH 14, 2014 .............................6 8.13. APPROVAL OF WARRANTS - MARCH 15, 2014 TO MARCH 20, 2014 ....... ....................6 8.C. OUT OF COUNTY TRAVEL TO ATTEND THE 2014 FLORIDA ASSOCIATION OF COUNTIES ANNUAL CONFERENCE AND EDUCATIONAL EXPOSITION... ........................ 6 8.D. RESOLUTION CANCELING TAXES ON PROPERTY ACQUIRED BY THE CITY OF FELLSMERE FOR OPEN SPACE AND DRAINAGE..........................................................7 April 1, 2014 2 BOARDACTION............................................................................................................................ 4 7.A. 2014 ELECTION OF ECONOMIC DEVELOPMENT COUNCIL CHAIRMAN AND VICE CHAIRMAN..............................................................................................................4 7.13. 2014 ELECTION OF AGRICULTURE ADVISORY COMMITTEE CHAIRMAN AND VICECHAIRMAN.....................................................................................................4 7.C. 2014 ELECTION OF TRANSPORTATION DISADVANTAGED LOCAL COORDINATING $OARD VICE CHAIRMAN..........................................................................................4 7.D. ECONOMIC DEVELOPMENT COUNCIL - VACANCY.....................................................5 7.E. PROCLAMATION AND RETIREMENT AWARD HONORING JOSEPH R. BLACKBURN ON HIS RETIREMENT FROM INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS DEPARTMENT OF EMERGENCY SERVICES/FIRE RESCUE WITH THIRTY-ONE YEARS OF SERVICE..............................................................................5 7.F. FLORIDA PUBLIC SERVICE COMMISSION NOTICE OF CONSUMMATING ORDER PSC -14 -0140 -CO -EI MAKING ORDER PSC -14 -0110 -TRF EFFECTIVE AND FINAL; CLOSES DOCKET, HAS BEEN RECEIVED AND IS AVAILABLE FOR REVIEW IN THE OFFICE OF THE CLERK TO THE BOARD...........................................................5 7.G. ST. JOHNS RIVER WATER MANAGEMENT DISTRICT'S COMPREHENSIVE ANNUAL FINANCIAL REPORT FOR FISCAL YEAR 2012-2013 HAS BEEN RECEIVED AND IS AVAILABLE FOR REVIEW IN THE OFFICE OF THE CLERK TO THE BOARD.....................5 8. CONSENT AGENDA..................................................................................................................... 5 8.A. APPROVAL OF WARRANTS - MARCH 7, 2014 TO MARCH 14, 2014 .............................6 8.13. APPROVAL OF WARRANTS - MARCH 15, 2014 TO MARCH 20, 2014 ....... ....................6 8.C. OUT OF COUNTY TRAVEL TO ATTEND THE 2014 FLORIDA ASSOCIATION OF COUNTIES ANNUAL CONFERENCE AND EDUCATIONAL EXPOSITION... ........................ 6 8.D. RESOLUTION CANCELING TAXES ON PROPERTY ACQUIRED BY THE CITY OF FELLSMERE FOR OPEN SPACE AND DRAINAGE..........................................................7 April 1, 2014 2 9. CONSTITUTIONAL OFFICERS AND GOVERNMENTAL AGENCIES - NONE ................13 10. PUBLIC ITEMS ............................................................................................................................. 13 1 O.A. PUBLIC HEARING(S) .......................................................................................... 13 10.A.1. THREE DOGS AND A HORSE, LLC's REQUEST FOR SPECIAL EXCEPTION USE APPROVAL FOR AN AGRICULTURAL BUSINESS TO BE KNOWN As AUDREY'S FEED STORE (QUASI-JUDICIAL) ............................................................................. 13 10.A.2. PROPOSED ORDINANCE AMENDING THE CODE FOR GENERAL HOUSEKEEPING PURPOSES (LEGISLATIVE) ..................................................................................... 14 IO.B. PUBLIC DISCUSSION ITEMS ............................................................................. 16 April 1, 2014 3 B.E. PROPERTY I CASUALTY INSURANCE 2014-15 ............................................................7 H.F. FIFTH AMENDMENT To FACILITY LEASE AGREEMENT- VEROTOWN, LLC. HISTORICDODGERTOWN ......................................................................................... 8 B.G. WORK ORDER No. 4 WITH BRIDGE DESIGN ASSOCIATES, INC., Box CULVERT AND HEADWALL DESIGN, 20TH AVENUE AT 16THSTREET LEFT TURN LANES, IRCPROJECT No. 0225 ............................................................................................ 8 S.H. TRAFFIC CONTROL DEVICE LEDGER ......................................................................... 9 8.1. DEPARTMENT OF THE ARMY RIGHT -OF -ENTRY AGREEMENT- AMENDMENT No. I - ROUND ISLAND BEACH PARK FOR ENVIRONMENTAL ASSESSMENT AND RESPONSE............................................................................ i ...... ........................... 9 8.3. APPROVAL OF RENEWAL FOR A CLASS B CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY FOR COASTAL HEALTH SERVICES OF BREVARD INC. TO PROVIDE INTERFACILITY AMBULANCE TRANSPORTATION SERVICES .............'9 B.K. CHILDREN'S SERVICES FUNDING ALLOCATION FOR FISCAL YEAR 2014-2015 .......... 10 B.L. REJECTION OF BIDS FOR IRC BID No. 2014028 ROSELAND LAKE CLEARING ANDDREDGING ..................................................................................................... 11 &M. AGREEMENT WITH FMG PUBLICATIONS To HOST THE 2014 SHOOTING (W INDUSTRY MASTERS .............................................................................................. 11 8.N. RELEASE OF RETAINAGE INDIAN RIVER COUNTY FAIRGROUNDS AG PAVILION METAL ROOF REPLACEMENT IRC PROJECT No. 1238, BID No. 2014018 ..................12 8.0. UTILITY CONSTRUCTION STANDARDS - MARCH 2014 .................................. I ........... 12 B.P. SHERIFF'S CRIME SCENE UNIT - RELEASE OF RETAINAGE FOR PHASE I - PROCTOR CONSTRUCTION COMPANY...................................................................... 12 9. CONSTITUTIONAL OFFICERS AND GOVERNMENTAL AGENCIES - NONE ................13 10. PUBLIC ITEMS ............................................................................................................................. 13 1 O.A. PUBLIC HEARING(S) .......................................................................................... 13 10.A.1. THREE DOGS AND A HORSE, LLC's REQUEST FOR SPECIAL EXCEPTION USE APPROVAL FOR AN AGRICULTURAL BUSINESS TO BE KNOWN As AUDREY'S FEED STORE (QUASI-JUDICIAL) ............................................................................. 13 10.A.2. PROPOSED ORDINANCE AMENDING THE CODE FOR GENERAL HOUSEKEEPING PURPOSES (LEGISLATIVE) ..................................................................................... 14 IO.B. PUBLIC DISCUSSION ITEMS ............................................................................. 16 April 1, 2014 3 10.B.1. REQUEST TO SPEAK FROM HARLAN FRANKLIN AND ALEX JERNIGAN REGARDING WATER LINE EXTENSION - NORTH INDIAN RIVER DRIVE TO ROSELANDROAD.................................................................................................. 16 10.B.2. REQUEST TO SPEAK FROM JACQUE WARRIOR REGARDING GOVERNOR SCOTT'S RACE BASED EDUCATIONAL GOALS....................................................................... 17 10.C. PUBLIC NOTICE ITEMS......................................................................................18 10.C.1.A. NOTICE OF PUBLIC HEARINGS FOR APRIL 15, 2014: GRAND HARBOR COMMUNITY ASSOCIATION INC., & GSI VERO BEACH DEVELOPMENT, LLC'S REQUEST FOR A COMPREHENSIVE PLAN FUTURE LAND USE MAP AMENDMENT TO REDESIGNATE ± 8.3 ACRES LOCATED AT THE SOUTHWEST CORNER OF INDIAN RIVER BLVD. AND GRAND HARBOR BLVD. FROM CII TO M-1, AND TO REZONE THOSE ±8.3 ACRES FROM CG TO RM -6; AND TO SIMULTANEOUSLY REDESIGNATE ± 8.3 ACRES LOCATED AT THE SOUTHEAST CORNER OF INDIAN RIVER BLVD. AND 53RD STREET FROM M-1 TO CII, AND TO REZONE THOSE ± 8.3 ACRES FROM RM -6 TO CG (LEGISLATIVE AND QUASI-JUDICIAL FINAL PUBLIC HEARING)............................................................................................................. 18 10.0:.1 .B. CONSIDERATION OF AN ORDINANCE TO AMEND COUNTY CODE CHAPTER 308, INDIAN RIVER COUNTY HOUSING ASSISTANCE PROGRAM (LEGISLATIVE) ............... 19 11. COUNTY ADMINISTRATOR MATTERS - NONE..................................................................19 12. DEPARTMENTAL MATTERS...................................................................................................19 12.A. COMMUNITY DEVELOPMENT.................................................................................. 19 12.A.I . STATUS REPORT ON ALL ABOARD FLORIDA PASSENGER RAIL PROPOSAL ................ 19 12.13. EMERGENCY SERVICES - NONE..............................................................................23 12.C. GENERAL SERVICES -NONE...................................................................................23 12.D. HUMAN RESOURCES - NONE..................................................................................23 12.E. HUMAN SERVICES NONE......................................................................................23 12.P. LEISURE SERVICES - NONE....................................................................................23 12.G. OFFICE OF MANAGEMENT AND BUDGET - NONE.....................................................23 12.H. RECREATION - NONE............................................................................................. 23 12.L PUBLIC WORKS.....................................................................................................23 14> April 1, 2014 4 (w 12.1.1. WORK ORDER No. 4 ECOLOGICAL ASSOCIATES, INC. SECTOR 3 BEACH AND DUNE RESTORATION PROJECT POST CONSTRUCTION AND BASELINE BIOLOGICAL MONITORING SERVICES ..................................................................... 23 12.J. UTILITIES SERVICES .............................................................................................. 24 12.J.1. SEWER FEASIBILITY STUDY FOR THE SUM M ERP LAcF_ AREA -TERMINATION UCP4101 .............................................................................................. .............. 24 13. COUNTY ATTORNEY MATTERS - NONE ............................................................................. 25 14. COMMISSIONER ITEMS ............................................................................................................ 25 14.A. COMMISSIONER PETER D. O'BRYAN, CHAIRMAN ....................................................25 14.A.I. ADDITION: EMERGENCY ITEM - TRAVEL AUTHORIZATION ......................................25 14.13. COMMISSIONER WESLEY S. DAVIS, VICE CHAIRMAN - NONE ..................................25 14.C. COMMISSIONER JOSEPH E. FLESCHER - NONE ........................... __ ......................... 25 14.D. COMMISSIONER BOB SOLARI .................................................................... ............ 26 14.D.1. TREASURE COAST REGIONAL PLANNING COUNCIL (TCRPC) RESPONSE TO (bw COMMISSION REQUEST TO PUT SEVEN50 NAME CHANGE ON THEIR AGENDA ........... 26 14.D.2. TREASURE COAST REGIONAL PLANNING COUNCIL MARCH 21ST DISCUSSION ABOUT ALL ABOARD FLORIDA (AAF) ............. ...................................................... 26 14.E. COMMISSIONER Tim ZORC - NONE ......................................................................... 26 (W 15. SPECIAL DISTRICTS AND BOARDS.. ..................................................................................... 26 15.A. EMERGENCY SERVICES DISTRICT ........................................................................... 26 15.A.I. AUTHORIZATION FOR FINAL PAYMENT AND RELEASE OF RETAINAGE To BARTH CONSTRUCTION, INC. FOR THE CONSTRUCTION OF THE RSD BUILDING ...................27 15.13. SOLID WASTE DISPOSAL DISTRICT - NONE .............................................................27 15.C. ENVIRONMENTAL CONTROL BOARD - NONE ........................................................... 27 16. ADJOURNMENT .......................................................................................................................... 27 April 1, 2014 5 JEFFREY R. SMITH Clerk to the Board REGULAR MEETING OF THE April 1, 2014 BOARD OF COUNTY COMMISSIONERS The Board of County Commissioners of Indian River County, Florida, met in Regular Session at the County Commission Chambers, 1801 27`h Street, Vero Beach, Florida, on Tuesday, April 1, 2014. Present were Chairman Peter D. ('Bryan, Vice Chairman Wesley S. Davis, and Commissioners Joseph E. Flescher, Bob Solari, and Tim Zorc. Also present were County Administrator Joseph A. Baird, County Attorney Dylan Reingold, and Deputy Clerk Leona Adair Allen. 1. CALL TO ORDER Chairman Q'Bryan called the meeting to order at 9;00 a.m. 2. INVOCATION Stan Boling, Community Development Director, delivered the Invocation. 3. PLEDGE OF ALLEGIANCE Commissioner Solari led the Pledge of Allegiance to the Flag. April 1, 2014 1 IFJ 'j (hW 4W 4. ADDITIQNSIDELETIONS TO THE AGENDA/EMERGENCY ITEMS Chairman O'Bryan requested the following changes to the Agenda: ADDITION: EMERGENCYITEM: I4.A.I. TRAVELAUTHORIZATION MOVED: ITEM 14.D.2. TREASURE COAST REGIONAL PLANNING COUNCIL MARCH 21sr 131SCUSSION ABOUT ALL ABOARD FLQRiDA LMFj To BE HEARD CONJOINTLY WITHITEM I Z.A.I. ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously approved the Agenda as amended. 5. PROCLAMATIONS AND PRESENTATIONS S.A. PRESENTATION OF .BREATHE .JouRNEY PROJECT BY REPRESENTATIVES OF GIRL SCOUT CADETTE TROOP 50003 AND GIRL SCOUT CADETTE TROOP SOW 50043 Girl Scout Cadette Troops 50003 and 50043 provided a presentation regarding the clean- up of air around the Indian River Mall, as part of their Breathe Journey, which deals with the effects of pollutants on people and the environment. The girls asked the Board to assist them by encouraging the mall to enforce their own 150 -foot buffer rule. Chairman ©'Bryan explained that the Board does not have the jurisdiction to regulate smoking; however, he said he would send a letter to the mall management, requesting that they enforce the no smoking policy/signs posted, April 1, 2014 2 Commissioner Zorc said he would be happy to assist the Girl Scouts in delivering the 1j letter to the appropriate individuals. S.B. PRESENTATION OF PROCLAMATION OBSERVING APRIL, 2014 AS A VIA TIO N A PPR E CI A T IO N MONTH Commissioner Zorc read and presented the Proclamation to Lisa Giessert, Head of Sales Administration and Customer Support at Piper Aircraft. S. C. PRESENTATION OF PROCLAMATION IN RECOGNITION GF MAYORS DAY OF RECOGNITION FOR NATIONAL ,SER ME Chairman G'Bryan read and presented the Proclamation to Jenna Stinnett, Director of AmeriCorps Big Brothers/Big Sisters; and Jerry Roden, Governor appointed Commissioner from Volunteer Florida, and AmeriCorps members. j S.D. PRESENTATION OF PROCLAMATION IN RECOGNITION OF GUARDIAN AD LuEmMoNTHININDIANRIVER COUNTY Vice Chairman Mavis read the Proclamation. No recipient was present; he stated that he would ensure that the proclamation is received by the appropriate individuals. 5.E. PRESENTATION OF PROCLAMATION DESIGNATING APRIL G THROUGH APRIL 12 2014 AS CRIME VICTIMS' RIGHTS WEEK IN INDIAN RIVER COUNTY Commissioner Solari read and presented the Proclamation to Shirley Rosemond, Victim Assistant Coordinator; and Paul Zelno, President Indian River County Victim Rights Coalition. April 1, 2014 3 (1W 6. APPROVAL OF MINUTES 6.A. REGULAR MEETING OF FEBRUARY 18.2Q14 The Chairman asked if there were any corrections or additions to the minutes. There were none. ON MOTION by Commissioner Zorc, SECONDED by Vice Chairman Davis, the Board unanimously approved the meeting minutes of February 18, 2014, as written. 7. INFORMATIONAL ITEMS FROM STAFF OR COMMISSIONERS NOT REQUIRING BOARD ACTION 7.A. 2014 ELEeTioN of Eco.Nomic DEvvEwpmENT COUNCIL CHAIRMAN AND VICE CHAIRMAN Noted for the record was the election of Karl Zimmermann as Chairman, and Paul Robinson as Vice Chairman, of the Economic Development Council for 2014. 7.B. 2014 ELECTION of AGRIcuLTURE ADVISORY COMMITTEE CHAIRMAN AND TWICE CHAIRMAN Noted for the record was the election of Louis Schacht as Chairman, and Ruben Koch as Vice Chairman, of the Agriculture Advisory Committee for 2014. 7.C. 2014 ELECTION OF TRANSPoRTATIoN DISADVANTAGED LOCAL COORDINATING BOARD VICE CHAIRMAN Noted for the record was the election of William Parden as Vice Chairman of the Transportation Disadvantaged Local Coordinating Board. April 1, 2014 4 7.D. ECoNoMICDEVELOPMENT COUNCIL - VACANCY Noted for the record was the resignation of Mark D. Castlow, who served as the Local Manufacturing Industry representative to the Economic Development Council. 7.E. PROCLAMATION AND RETIREMENT AWARD HONORING JosEPH R. BLACKBURN ON HIS RETIREMENT FROM INDIANRIVER COUNTY BOARD of COUNTY CommiSSIONERS DEPARTMENT OF EMERGENCY SERVICES/FIRE RESCUE WITH THIRTY-ONE YEARS OF SERVICE Noted for the record was the Proclamation honoring Joseph R. Blackburn on his retirement. 7.F. FLORIDA PUBLIC SERVICE COMMLSSIoN NOTICE OF CONSUMMATING - -- '"W ORDER PSC -14 -0140 -CO -EI MAKING GIRDER PSC -14 -0110 -TRF EFFECTIVE AND FINAL; CLosEs DOCKET, HAS BEEN RECEIVED AND IS AVAILABLE FOR REVIEW IN THE OFFICE OF THE CLERK TO THE BOARD 7.G. ST..IOHNS RIVER WATER MANAGEMENT DISTRICT'S COMPREHENSIVE ANNUAL FINANCIAL REPoRT FoR FISCAL YEAR 2012-2013 HAS BEEN RECEIVED AND IS AVAILABLE FOR REVIEW IN THE OFFICE OF THE CLERK TO THE BOARD 8. CONSENT AGENDA Commissioner Solari requested to pull Item 8T., and Vice Chairman Davis requested to pull Item 8.L. from the Consent Agenda for discussion/comments. April 1, 2014 5 Lw Althea McKenzie requested to pull Item 8.K. for discussion/comments. ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously approved the Consent Agenda, as amended. 8.A. APPROVAL OF WARRANTS —MARCH 7, 2014 TO MARCH 14, 2014 ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously approved the list of Warrants and Wires issued by the Comptroller's Office for the time period of March i, 2014 to March 14, 2014, as requested in the memorandum of March 14, 2014. 8.B. APPROVAL OF WARRANTS —MARCH 15,2014 TO MARCH 20 2014 ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously approved the list of Warrants and Wires issued by the Comptroller's Office for the time period of March 15, 2014 to March 20, 2014, as requested in the memorandum of March 20, 2014. 8.C. OUT OF COUNTY TRAVEL TO ATTEND THE 2014 FLORIDA ASS4CIATIDN of Co UNTIES ANNUAL CONFERENCE AND EDUCATIONAL ENPDSIT oN ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously authorized out of County travel for Commissioners and April 1, 2014 6 j staff to attend the 2414 Florida Association of Counties Annual Conference and Educational Exposition, in Orlando, Florida, on June 17 through June 24, 2014, as requested in the memorandum of March 24, 2014. $:D. RESOLUTION CANCELING TAXES ON PROPERTY ACOUIRED BY THE CITY OF FELLSt11ERE FOR OPEN SPACE AND DRAINAGE ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously approved Resolution 2014-027, cancelling certain taxes upon publicly owned lands, pursuant to Section 196.28, Florida Statutes. (Hall, Carter and James Subdivision, Lot 171, Block 6, 1044 Booker Street, Fellsmere, FL 3294$) 8.E. PROPERTY/CAS UAL TY INSURANCE 2014-15 ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously approved the renewal program detailed on pages 40 — 42 of the Agenda Package, with Arthur J. Gallagher & Co., and authorized staff to bind coverage for May 1, 2014 through April 30, 2015, with a current annual premium of $1,716,775, based upon the current schedule of values and coverage selections, as recommended in the memorandum of March 25, 2014. April 1, 2014 7 S.F. FIFTH AMENDMENT To FACILITY LEASE AGREEMENT — VERQTowN, LLC. HIsToRIcDoDGERTowN Commissioner Solari believed the amendments to the Facility Lease Agreement were becoming a weekly occurrence, and pulled this item so he could vote against it. ON MOTION by Vice Chairman Davis, SECONDED by Commissioner Fiescher, the Board by a 4-1 vote (Commissioner Solari opposed), approved and authorized the Chairman to execute the Fifth Amendment to Facility Lease Agreement, as recommended in the memorandum from Michael Zito, Assistant County Administrator, no date. (W AMENDMENT ON FILE IN THE OFFICE OF THE CLERK TO THE BOARD 8. G. Wom ORDER No. 4 wITH BRIDGE DEsiGN Assocm ms, INc., Box CULVERT AND HEADWALL DESIGN, 200" AVENUE AT 166" STREET LEFT TURNLANES, IRCPRoJECTNo. 0225 ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously; (1) approved Work Order No. 4 to Bridge Design Associates, Inc.; (2) authorized mentioned tasks; and (3) authorized the Chairman to execute said Work Order for a not -to - exceed amount of $12,445.00, as recommended in the memorandum of March 18, 2014. WORK ORDER ON FILE IN THE OFFICE OF THE CLERK TO THE BOARD April 1, 2014 8 8.H. TRAFFIC CoNTRoL DEVICE LEDGER ON MO'T`ION by Commissioner 1~lescher, SECONDED by Vice Chairman Davis, the Board unanimously approved Resolution 2014-028, approving traffic control devices authorized by the Director of Public Works. S.I. DEPARTMENT OF THE ARMY RIGHT=oF-ENTRY AGREEMENT — AMENDMENT No. I - RoUND ISLAND BEACH PARD FOR ENVIRONMENTAL ASSESSMENT AND RESPoNSE ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously approved Amendment No. 1 to the Right -of -Entry Agreement with the Department of the Army, and authorized the Chairman to execute same on behalf of the County, as recommended in the memorandum of March 20, 2014. AMENDMENT ON FILE IN THE OFFICE OF THE CLERIC TO THE BOARD S..l APPROVAL OF RENEWAL FOR A CLASS B CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY FoR COASTAL HEALTH SERVICES OF BREVARD INC. To PRQVIDE INTERFACILITY AMBULANCE TRA NSPoRTATIoNSER VICES April 1, 2014 9 CEJ ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously approved the renewal of the Class "B" Certificate of Public Convenience and Necessity for Coastal Health Services of Brevard, Inc., to be effective for a period of two (2) years from May 4, 2014, to May 4, 2016, as recommended in the memorandum of March 18, 2414. 8X CHILDREN's SERVICES FUNDING ALLOCATION FOR FISCAL YEAR 2014- 2015 Althea McKenzie, 2405 16`t' Avenue, requested this item to be pulled so she could seek clarification and discuss funding for Children's Services. She said the funding has remained the same over the past few years, and based on the needs that have been expressed, wanted the Board to consider making the funding allocation equal to that of 2403. Chairman O'Bryan clarified staffs recommendation, reviewed the funding allocation process and analysis, and addressed Ms. McKenzie's concerns. ON MOTION by Commissioner Solari, SECONDED by Commissioner Flescher, the Board unanimously approved funding for Children's Service Agencies at the current fiscal year allocation of $623,8901, for fiscal year 2414 - 2015, as recommended in the memorandum of March 24, 2014. April 1, 2014 10 8.L. REJECnoN OF BIDS FOR IRC BID No. 2014028 ROSELA.ND LAKE 1J CLEARING AND .DREDGING Vice Chairman Davis pulled this item to discuss the lengthy process in completing the dredging project for Roseland Lake, and recommended that staff obtain the additional topographic survey and geotechnical information, and bring it back to the Board expeditiously. Administrator Joseph Baird said he would ensure that the Public Works Department moves this forward. ON MOTION by Vice Chairman Davis, SECONDED by Commissioner Flescher, the Board unanimously rejected the single responsive bid from Tim Rose Contracting, and authorized staff to expedite obtaining additional topographic survey and geotechnical information so the specifications can be revised and the project rebid on a unit price basis, as recommended in the memorandum of March 24, 2014, 8.M. AGREEMENT WITH FMG PUBLICAnoNs TO HOST THE 2014 SHoQTiNG INDUSTRY MASTERS ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously approved the Shooting Industry Masters Agreement with FMG Publications, Inc., and authorized the Chairman to execute same, as recommended in the memorandum from Michael Zito, Assistant County Administrator, no date. AGREEMENT ON FILE IN THE OFFICE OF THE CLERK TO THE BOARD J April 1, 2014 11 (6w 8.N RELEASE OF RETAINAGE INDIAN RIVER COUNTY FAIRGROUNDS AG PAVILION METAL ROOF REPLACEMENT_IRC PROJECT NO. 1238. BID No. 2014018 ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously approved the Summit Construction of Vero Beach, LLC invoice, dated March 1, 2014, for release of retainage in the amount of $8,886.08, as recommended in the memorandum of March 12, 2014. 8.0. UTILITY CONSTRUCTION STANDARDS - MARCH 2014 ON MOTION by Commissioner Flescher, SECONDED (W by Vice Chairman Davis, the Board unanimously approved the revised Indian River County Department of Utility Services Water, Wastewater and Reclaimed Water Construction Standards -- March 2014, as recommended in the memorandum of March 18, 2014. 8 P. SHERIFF'S CRIME SCENE UNIT — RELEASE OF RETAINAGE FOR PHASE I —PROCTOR CONSTRUCTION COMPANY ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously approved the release of retainage for Phase 1 in the amount of $56,048.73, and authorized the Chairman to execute same, as recommended in the memorandum of March 25, 2014. April 1, 2014 12 9. CONSTITUTIONAL OFFICERS AND GOVERNMENTAL AGENCIES - NONE IU. PUBLIC ITEMS 10.A. BUBLICHEARIIING(S) 10.A.1. THREE DOGS AND A HORSE, LLC''S REQUEST FOR ,SPECIAL EXCEPTION USE APPROVAL FOR AN AGRICULTURAL BUSINESS TO BE KNOWN AS A uDREY"'S FEED ,STORE (QUASI-JUDICIAL) PROOF OF PUBLICATION OF ADVERTISEMENT FOR HEARING I5 ON FILE IN THE OFFICE OF THE CLERK TO THE BOARD Each Commissioner, as requested by the Chairman, divulged ex parte communications and site visits. They also affirmed that they have an open mind and can base their decisions on 1J the evidence presented and applicable law. In accordance with Chairman O'Bryan's declaration that this meeting was quasi-judicial, the Deputy Clerk administered the Oath to all persons who wished to speak at the hearing. Community Development Director Stan Boling recapped the memorandum of March 3, 2014. He provided description, conditions, and analysis on the special exception use request for an agricultural business to be known as Audrey's Feed Store. The property is located at the northeast corner of Oslo Road and 66 1h Avenue, and zoned A-1, a zoning district that allows an agricultural business as a special exception use. He recommended the Board grant special exception use approval for Audrey's Feed Store with the conditions in staff's report relating to: (1) dedicating Oslo Road right-of-way; (2) gaining approval of final architectural plans; (3) constructing the buffers as shown; and (4) constructing or bonding -out for sidewalks. He thereafter responded to questions posed by the Board. �J April 1, 2014 13 The Chairman opened the Public Hearing, and there being no speakers, the Chairman closed the Public Hearing. ON MOTION by Commissioner Flescher, SECONDED by Vice Chairman Davis, the Board unanimously granted. special exception use approval for the agricultural business to be known as Audrey's Feed Store with the following conditions: (1) Prior to site plan release, the applicant shall: (a) Dedicate 10' of additional right-of- way for Oslo Road without compensation, as depicted on the project site plan, and (b) Submit detailed architectural elevations that document the feed store's compliance with corridor plan criteria; (2) Prior to issuance of a Certificate of Occupancy (C.O.), the applicant shall: (a) Construct the ( Type "B" buffer along the north side of the project area of (r development, as depicted on the project site plan; and (b) Construct or bond -out for construction of the required sidewalks along the project's Oslo Road and 66`h Avenue frontages, as depicted on the project site plan, all as recommended in the memorandum of March 3, 2014. X Q.A.Z PRoPoSED ORDINANCE AMENDING THE CODE FDR GENERAL HOUSEKEEPING PURPDSES (LEGmAnW PROOF OF P[JBLICATION OF ADVERTISEMENT FOR HEARING Is ON FILE IN THE OFFICE OF THE CLERIC TO THE BOARD County Attorney Dylan Reingold revealed that this item deals with an Ordinance Code clean-up, due to changes of the Code and changes in the organizational structure over the years. He believed the Ordinance is needed to make the Code consistent with the changes. April 1, 2014 14 The Chairman opened the Public Hearing. Bob Johnson, Coral Wind Subdivision, sought and received information regarding the procedure for approval. There being no other speakers, the Chairman closed the Public Hearing. ON MOTION by Commissioner Solari, SECONDED by Vice Chairman Davis, the Board unanimously adopted Ordinance 2014-005, amending Section 100.06 "Appeals Generally" of Chapter 100 "General Provisions;" Section 102.01 `Board of County Commissioners Meetings and Procedures" and Section 102.04 "Orders of Business" of Chapter 102 "Board of County Commissioners; Meetings and Procedures;" the title of Chapter 104 "Personnel"; Section 104.02 "Administrative Policy Manual;" Section 104.03 "Retirement System;" Section 104.05 "Deferred Compensation;" and Section 104.06 "Code of Ethics and Conduct" of Chapter 104 "Personnel" all within Title I "The Code, County Organization, and Internal Procedures;" and Section 202.14 "Application for Reclaimed Water Service Class S" of Chapter 202 "Reclaimed Water Regulations;" and Section 207.03 "Business Tax Receipt Required'' of Chapter 207 "Local Business Tax Receipts" within Title II "Taxes, Utilities and Special Districts;" and Section 403.05 "Notices and Orders" and Section 403.08 "Demolition" of Chapter 403 "Property Maintenance Code" within Title IV "Contractor and Building Regulations" of the Code of Indian River April 1, 2014 15 (W County ("The Code"); and providing for severability, �w codification, and an effective date. 10A PUBLIC DISCUSS'IG1NITEMS IO.B.I. REQUEST TO SPEAK FROM HARLAN FRANKLIN AND ALEX JERNIGAN REGARDING WATER LINE EXTENSION — NORTH INDIAN RIPER DRIifE TO ROSELAND ROAD Harlan Franklin, 136$0 North Indian River Drive, Sebastian, requested the Board assist the residents of North Indian River Drive in obtaining County water since there is County water service one block north and two blocks south of his neighborhood. Director of Utility Services Vincent Burke responded to the Commissioners' questions by displaying an aerial map to identify the areas that have water service connections; where the waterlines currently stop; and how staff has looked at the situation in an attempt to resolve the issue. A lengthy discussion ensued regarding looping the water service for better water quality and better redundancy in the system, and staff's two scenarios relating to water assessment. MOTION WAS MADE by Vice Chairman Davis, SECONDED by Commissioner Flescher, to direct staff to: (1) obtain a detailed survey and engineering work to develop a firm cost for Scenario 1 (Indian River Drive — 19 parcels) and Scenario 2 (Indian River Drive with 17 parcels); (2) present the cost information to the property owners, and (3) bring the information back to the Board. April 1, 2014 16 Chairman O'Bryan explained that if the Board moves this forward, the survey and engineering costs would be roiled into the overall project cost, and if the Board decides not to move this forward, the costs would be absorbed by the County and there would be no cost to the residents. Commissioner Zorc noted that the funds would come from the Utility Enterprise Fund, not the County General Fund. The Chairman CALLED THE QUESTION and the Motion carried unanimously. 10,$.2. REQUEST TO SPEAK FROM JACQUE WARRIOR REGARDING GovERNOR SCOTT'S RAGE BASED ED+UCATI©NAL GQALS Jacque Warrior, 4190 East 161h Square, Vero Beach, recalled that on March 11, 2014 J she addressed the Board on the issue of race based educational goals, and today she requested that the Board send a letter, in support of education equality for all children, to Governor Rick Scott. Discussion ensued regarding the goal for all students to be proficient; setting obtainable goals for children; equality in the school system; single parenting; and reaching out to the local School Board. Althea McKenzie, 2405 15th Avenue, expressed her perspective regarding single parenting and low-level expectations/curriculums for students. She encouraged the Board to promote higher expectations for both educators and children. April 1, 2014 17 kw MOTION WAS MADE by Commissioner Solari, SECONDED by Commissioner Flescher, to send a letter to Governor Rick Scott stating that the Indian River County Board of County Commissioners support the equality of education for all members of the community, and the overall goal is for all children, regardless of race or origin, to become proficient in the skills that our schools are to provide; and in accomplishing this goal, it is best to look at each child as an individual that needs an education, not as a member of any race or origin. Commissioner Flescher felt this is a step in the right direction. The Chairman CALLED THE QUESTION and the Motion carried unanimously. 10.C. PUBLIC° NOTICE ITEMS M C. I.A. NOTICE OF PUBLIC HEARINGS FoR APRIL 15, 2014: GRAND HARBOR COMMUNITY ASSOCIATION INC., & GH VERO BEACH DEvELOPMENT, LLC'S REoUEST FOR A COMPREHENSIVE PLAN FUTURE LAND USE MAP AmENDmENT To REDESIGNATE ± 8.3 ACRES LOCATED AT THE SOUTHWEST CORNER OF INDIAN RIVER BLVD, AND GRAND HARBOR BL vD. FROM Q TO M-1, AND TO REZONE THOSE ±$.3 ACRES FROM CG To RM -b; AND TO SIMULTANEOUSLY REDESIGNATE _± 8.3 ACRES LOCATED AT THE SOUTHEAST CORNER OF INDIAN RIVER BLVD. AND 531iD STREET FROM M-1 To C11, AND TO REZONE THOSE f 8.3 ACRES FROM RM -6 TO CG (LEGISLATIVE AND QUASI JUDICIAL FINAL PUBLIC HEARING April 1, 2014 18 I0. C I. B, CONSIDERATION OF AN ORDINANCE TO AmEND COUNTY CGDE CHAPTER 308, INDIAN RI PER COUNTY HOUSING ASSISTANCE PROGRAM aEGISLATI YE) Attorney Reingold read the notices into the record. The Chairman called far a break at 10:43 a.m., and reconvened the meeting at 11:02 a.m., with all members present. 11, COUNTY ADMINISTRATOR ]MATTERS -NONE 12. DEPARTMENTAL MATTERS IZ.A. CommuNITYDEyELOPMENT I Z.A.I. STATUS REPORT ONALL ABOARD FLORIDA PASSENGER RAIL PROPOSAL (Clerk's Note: This Item was heard in conjunction with item 14.D.2) Metropolitan Planning Organization (MPO) Director Phil Matson recapped his memorandum dated March 24, 2014, to update the Board on the status of the All Aboard Florida Passenger Rail project and staff's responses to the project. He provided background and details pertaining to the submittal of the Environmental Impact Statement (EIS) and its review; quiet zones and crossing improvements; and staff's coordination efforts with the Florida Department of Transportation (FDOT), All Aboard Florida (AAF), Treasure Coast Regional Planning Council (TCRPC), Florida East Coast Industries (FECI), and the City of Vero Beach High Speed Rail Commission. He conveyed that the County is mobilizing to obtain a consultant to review the EIS technical documents, and asked the Board to request that the Federal Rail Administration grant a 45 -day additional comment period on the initial draft EIS, due to the complexity of the proposed new service. April 1, 2014 19 (, A lengthy discussion ensued among the Commissioners regarding there being no present benefits to the County but significant burdens and problems to the Treasure Coast; being aggressive to put a stop to the noise and vibration numbers; applying for a Federal Rail Administration Loan; the EIS process; and whether the County could/should partner with the current Transportation Investment Generating. Economic Recovery (TIGER) Grant application. Commissioner Solari noted that Kim Delaney would be giving the same presentation that she gave to time Treasure Coast Regional Planning Council on March 21, 2014, at the April 22, 2014 Board of County Commission meeting, and the May 14, 2014 Metropolitan Planning Organization. He thereafter shared some of the information from Ms. Delaney's presentation. Commissioner Solari requested the Board consider the following: (1) that the Federal Railroad Administration (FRA) grant a 90 -day additional comment period on the initial draft EIS and/or direct staff to query AAF if the 90 days could be extended to 180 days; (2) direct staff to make a formal request to FDOT for a copy of any lease that FDOT has made with Florida East Coast Industries (FECI) or AAF for the use of any state right -of --way; and (3) consider a resolution that would go to any donor agencies that AAF pay for all costs of AAF, including the quiet zones and corridors, and that there be no government assistance at less than market rate. MOTION WAS MADE by Commissioner Solari, SECONDED by Commissioner Flescher, to: (1) send a request to the Federal Railroad Administration (FRA) to extend the comment period for All Aboard Florida (AAF) High Speed Rail Environmental Impact Statement (EIS) for 90 days, and if possible 180 days; (2) make a formal request to the Florida Department of Transportation (FDOT) for any lease they made with Florida East Coast Industries (FECI) or AAF for the use of any state right-of- way; and (3) consider a resolution that would go to any donor agencies that AAF pay all costs of AAF, including [ quiet zones and corridors, and that any governmental (r assistance be provided at no less than market rates. April 1, 2014 20 Joseph Paladin, President of Black Swan Consulting, opposed the AAF project; voiced concerns over how it would affect the level of service, impact fees, and concurrency; and asked the Board to consider the cost and upkeep of the rail crossings. Melinda Meikle, 1612 West Camino Del Rio, opposed the AAF project; encouraged the Board to take time and not rush any decisions with the AAF; listed the reasons why the County should not support AAF; and felt that it should be 100% self -financed with no government funding or taxpayer burden. Fred Mensing, 7580 123 Street, supported the AAF project and encouraged the Board to partner with. Amtrak. He spoke about Fortress Investment Group, LLC and the amount of railroads they own; diverting the freight traffic to the center of the state; the benefits of having a train stop in Indian River County; and double -tracking. Phyllis Frey, 275 Date Palm Road, opposed the AAF project; explained the financial debt and projected costs that AAF would bring to the County; listed some of negative impacts to the County; and requested that the Board write a resolution and submit it to the Governor Rick Scott and House Representatives, asking that the funding for AAF be rescinded and that FEC move their passenger train operations to the existing track in the middle of the state. Susan Mehiel, 131 Laurel Oak Lane, opposed the AAF project; spoke about the Iack of information regarding the rail system; and the negative issues that would be charged to the taxpayers. Dan Lamson, Executive Director of the Indian River County Neighborhood Association, thanked the Board for being proactive, and supported the idea of staff working with a Consultant to evaluate the EIS. W April 1, 2014 21 (1W MOTION WAS AMENDED by Commissioner Solari, SECONDED by Commissioner Flescher, to: (1) send a request to the Federal Railroad Administration (FRA) to extend the comment period for the All Aboard Florida (AAF) High Speed Rail Environmental Impact Statement (EIS) for 90 days, and if possible 180 days; (2) request that the Florida Department of Transportation (FDOT) provide copies of any and all leases made with Florida East Coast Industries (FECI), All Aboard Florida (AAF), or any other government agency, for the use of state right-of-way; (3) consider a resolution that would be provided to any applicable donor agencies, that AAF pay all costs of AAF, including quiet zones and corridors, and that any governmental assistance be provided at no less than market rates; and (4) request AAF to be forthright with all their financial information. Attorney Reingold clarified the motion and said he would bring the Resolution to the next scheduled Board meeting. Commissioner Zorc questioned whether the motion should include that staff explore what type of ordinance or resolution, in moving forward, would prohibit us from contributing a "per passenger subsidy" for an AAF stop. Commissioner Solari believed this is something to explore, but felt there would be a number of other resolutions and votes on this before it is over. The Chairman CALLED THE QUESTION and the Motion carried unanimously. April 1, 2014 22 A brief discussion followed regarding the TIGER grant program; the local 20% match requirement; and the April 28`h application deadline. 12.B. EMERGENCYSERVICEs - NONE 12.C. GENERAL SERVICES-NoNE 12.D. HUMAN RESOURCES - NoNE 12.E HUMAN SERVICES" - NONE 12.F. LEISURE SERVICES - NONE 12.G. OFFICE OF MANAGEMENT AND BUDGET- NONE 12.H. RECREATION - NONE 12.L PUBLIC WoRKs 12.1..1. WORK ORDER No. 4 ECOLOGICAL AESsomTES INC. SECTOR 3 BEACH AND DUNE RESTORATION PROJECT PAST CONSTRUCTION AND BASELINE BIOLOGICAL MONITORING SERVICES Public Works Director Chris Mora provided background, conditions, and monitoring details for proposed 'Work Order No. 4 with Ecological Associates, Inc. (EAI), and requested the Board approve the Work Order. April 1, 2014 23 Ij LW (bw ON MOTION by Vice Chairman Davis, SECONDED by Commissioner Solari, the Board unanimously approved Work Order No. 4 to the contract with Ecological Associates, Inc., and authorized the Chairman to execute same on behalf of the County, as recommended in the memorandum of March 24, 2014. WORK ORDER ON FILE IN THE OFFICE OF THE CLERK TO THE BOARD 12J. UTl'mms SERVICES 12.11. SEWER FEASIBILITY STUDY FOR THE SUMMERPLACE AREA -! TERrY ,rNATIDN UCP 4101 MOTION WAS MADE by Commissioner Fleseher, SECONDED by Commissioner Solari, to terminate the septic to sewer conversion project for Summerplace and Oceanaire Heights at this time, as recommended in the memorandum of March 19, 2014. Director of Utility Services Vincent Burke provided background and analysis regarding the Sewer Feasibility Study on the septic to sewer conversion project for Summerplace and Oceanaire Heights, and recommended the Board direct staff to terminate the project due to the overwhelming number of residents in opposition. Naneilee 'Wydra, 9465 Periwinkle Drive, requested the Board reconsider an addendum to the termination of the Summerplace project, and suggested that prior to spending additional money on sewer conversions, that staff identify where the pollution is coming from. April 1, 2014 24 Discussion ensued regarding the origin of the Summerplace project and feasibility study; what the County is doing to identify the source of pollution; and details from the meeting that took place in Summerplace. The Chairman CALLED THE +QUESTION and the Motion carried unanimously. 13. COUNTY ATTORNEY MATTERS - NONE 14. COMMISSIONER ITEMS M.A. COMMISSIONER PETER D. O'BRYAN CHAIRMAN 14.A.I. ADDinoN: EMERGENCY ITEM - TRA VEL A UTHeRIZATION ON MOTION by Commissioner Solari, SECONDED by .J Vice Chairman Davis, the Board unanimously authorized County Administrator Joseph Baird and/or his designee to travel to Tallahassee during the remainder of the 2014 Legislative Session, in order to respond to legislative changes that may impact the County's Legislative Priority List and/or funding allocations, as requested in the memorandum of March 28, 2014. 14.B. COMMISSIONER WESLEY S. DA vis, VICE CHAIRMAN- NoNE 14 C CpMMIssioNER JosEPH E. FLESCHER - NoNE April 1, 2014 25 14.D. COMMISSIONER BOB SOLARI 14.D.1. TREASI'IRE COAST REGIONAL PLANNING COUNCIL_(TCRPC) RESPONSE TO COMMISSION REQ VEST TO PITT SrEVEN5D NAME CHANGE ON THEIN AGENDA Commissioner Solari recalled that at the March 21, 2014 Treasure Coast Regional Planning Council (TCRPQ meeting, the Council agreed to add the Seven50 name change to their Agenda for the April meeting, so there could be discussion on the possibility of changing the name Seven50 to a name that more accurately reflects the number of counties still participating in the project; however, it was not on their March 21" Agenda, instead the matter went to the Executive Committee of Seven50. He was not notified of that, and said he was left with the impression that this was handled in a way to avoid any meaningful discussion. He said that after further discussion, he was able to get a commitment that the item would be placed on their April Agenda. 14.D.2. TREASURE COAST .REGIONAL PLANNING COUNCIL MARCH 21ST DISCUSSIONABO UT ALL ABOARD FLORIDA AAF (Clerk's Nate: This Item was heard in conjunction with item I2.A. L, please refer to this Item for discussion) 14.E. COMMISSioNER TYm ZoRe .. NONE 15. SPECIAL DISTRICTS AND BOARDS I5.A. EMERGENCY SER uCES DISTRICT The Board reconvened as the Board of Commissioners of the Emergency Services District. Those Minutes are available separately. April 1, 2014 26 15.A.I. A UTHomzATIDN FGR FINAL PAYMENT AND RELEASE of RETAINAGE To BARTH CONSTRUCTION, INC. FoR THE CoNSTRUCTIDN QF THE RSD BUILDING 15A SOLID WASTE DISPOSAL DISTRICT - NoNE 15.C. ENVIRONMENTAL C4NTRDL BOARD - NONE ALL BACKUP DOCUMENTATION, RESOLUTIONS, AND ORDINANCES ARE ON FILE IN THE OFFICE OF THE CLERK TO THE BOARD AND ARE HEREBY MADE A PART OF THESE MINUTES 1+6. ADJOURNMENT There being no further business, the Chairman declared the meeting adjourned at 12:20 p.m. ATTEST: 7effre it , CPA, CGFO, CDMA Clerk of Circuit Court and Comptroller By: _ ^ Deputy Clerk BCCJLA12014Minutes 1 Peter D. O'Bryan, Chairman Approved: MAY 0 6 1014 April 1, 2014 27 W, w L c. J.A. Girl Scout Cadette Troops 50003 and 50043 have teamed up to clean up the air around the Indian River Mall! As part of our Breathe Journey we have been researching the effects of pollutants on the health of both our environment and our bodies. We searched for an area in our community that we felt could benefit from an improvement in air quality. We found that the areas around the entrances to the mall, especially near the movie theater, were continually surrounded by cigarette smoke. We asked members of the community to sign a petition to create a smoke-free zone around the outside of the mall. We would like to ask the Indian River Board of County Commission to become part of our Air Care Team and help us to pass an ordinance to prohibit smoking at all entrances to the Indian River Mall. We would like the opportunity to speak before the County Commission to talk about what we have learned and what we would like to change, as well as to present our signed petition. Sincerely, Cadette Troop 50003 and Cadette Troop 50042 I BOARDOF COUNTY COMMISSIONERS Peter D. O'Bryan Chairman District 4 Wesley S. Davis Vice Chairman District T April 9, 2014 Ms. Cindy Rodenhizer, Manager Mr. Jon Schweers, Assistant Manager Indian River Mall 6200 201� Street Vero Beach, FL 32966-1012 Joseph E. Flescher District 2 Re: Enforcement of the Smoking Policy at the Indian River County Mali Dear Ms. Rodenhizer and Mr. Schweers: Tim ,Zorc District 3 Bob Solari District 5 On April 1, 2014, members of Girl Scout Troop 50003 and Girl Scout Troop 50043 spoke to the Indian River County Board of County Commissioners concerning the enforcement of the smoking policies posted at the Indian River Mall. Although the Board understands that it does not have jurisdiction to regulate smoking, the Board supports the concerns expressed by the Girl Scouts regarding smoking. Therefore, the Board requests that the Indian River Mall enforce the rules concerning smoking that are posted at the Indian River Mall. We also respectfully request that the representatives of the Indian River Mall meet with the members of these Girl Scout troops to discuss the smoking policies. Sincerely, f Peter D. O'Bryan, Chairm n Indian River County Board of County Commissioners 1801 2711, Street, Building A Vero Beach, FL 32960 (772) 226-1490 1,A.(, PROCLAMATION 1�5b OBSERVING APRIL, 2014 AS AVIATION APPRECIATION MONTH WHEREAS, aviation plays a critical role in the lives of our citizens, as well as in the operation of our businesses and agriculture; and WHEREAS, the State of Florida has a significant interest in the continued vitality of aviation, aircraft and aerospace manufacturing, commercial service and community airports, and aviation education; and WHEREAS, there are 19 commercial service and 110 general aviation/community airports; and WHEREAS, more than 8.5 percent of Florida Gross State Product results from businesses dependent upon aviation; and WHEREAS, Florida's commercial airports accommodate more than 143.5 million passengers annually, ranking Florida second in the nation; and WHEREAS, international airports in Florida accommodate more than 28 million international passengers annually, which is 19.5 percent of the total international passengers in the nation; and WHEREAS, more than half (52.7 percent) of Florida's visitors arrive each year by air; and WHEREAS, Florida's general aviation/community airports accommodate more than 9 million visitors and business travelers annually; and WHEREAS, air cargo operations account for more than $6.6 billion in annual economic activity to Florida, which represents 8 percent of the nation's air cargo; and WHEREAS, in total, aviation presents more than $97 billion in annual economic activity; and WHEREAS, numerous leading aviation companies have headquarters or a major presence in Florida; and WHEREAS, organizations like the Florida Airports Council, Florida Aviation Business Association, Florida Aviation Aerospace Alliance, the Alliance for Aviation Across America; National Business Aviation Association, National Association of State Aviation Officials, Aircraft Owner's and Pilot's Association, and the National Air Transportation Association recognize and promote the interests and importance of aviation in Florida and throughout the world. NOW, THEREFORE, BE IT PROCLAIMED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that the Board does hereby proclaim the month of April, 2014 as Aviation Appreciation Month. Adopted this 15i day of April, 2014, BOARD OF COUNTY COMMISSIONERS INnkWRIVVER COUNTY, f L79RIDA P. O'Bryan, Chairman i � V esley S. Davis, Vice Chairman l J eph Em Flescher �� , Bob Solari Tim 2 PROCLAMATION MAYORS DAY OF RECOGNITION FOR NATIONAL SERVICE WHEREAS, service to others is a hallmark of the American character, and central to how we meet our challenges; and WHEREAS, the nation's mayors are increasingly turning to national service and volunteerism as a cost- effective strategy to meet city needs; and WHEREAS, AmeriCorps and Senior Corps address the most pressing challenges facing our cities and nation, from educating students for the jobs of the 215` century and supporting veterans and military families to preserving the environment and helping communities recover from natural disasters; and WHEREAS, national service expands economic opportunity by creating more sustainable, resilient communities and providing education, career skills, and leadership abilities for those who serve; and WHEREAS, national service participants serve in more than 70,400 locations across the country, bolstering the civic, neighborhood, and faith -based organizations that are so vital to our economic and social well-being; and WHEREAS, national service participants increase the impact of the organizations they serve with, both through their direct service and by recruiting and managing millions of additional volunteers;. and WHEREAS, national service represents a unique public-private partnership that invests in community solutions and leverages non-federal resources to strengthen community impact and increase the return on taxpayer dollars; and WHEREAS, AmeriCorps members and Senior Corps volunteers demonstrate commitment, dedication, and patriotism by making an intensive commitment to service, a commitment that remains with them in their future endeavors; and WHEREAS, the Corporation for National and Community Service shares a priority with mayors nationwide to engage citizens, improve lives, and strengthen communities; and is joining with mayors across the country to support the Mayors Day of Recognition for National Service on April 1, 2014. NOW, THEREFORE, BE IT PROCLAIMED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that the Board does hereby proclaim April 1, 2014, as National Service Recognition Day, and encourage residents to recognize the positive impact of national service in our city, to thank those who serve; and to find ways to give back to their communities Adopted this 1 S` day of April, 2014. BOARD OF COUNTY COMMISSIONERS INpbtK RIVER COUNTY,�FQORIDA — P;ter D. UBryan, Chairman ►�+ '� _. • esley S. t5avis, ice Chairman osep Flescher Bob Solari Tim Z 3 PROCLAMATION GUARDIAN AD LITEM MONTH IN INDIAN RIVER COUNTY WHEREAS, the County of Iridian River prides itself on giving back to the community, contributing to the quality of life among our citizens; and WHEREAS, April has been designated National Child Abuse Prevention Month; and WHEREAS, April 6 through April 12, 2014.has been designated as National Volunteer Appreciation Week. WHEREAS, the Guardian Ad Litem Program is a partnership of volunteers and staff who advocate for the best interest of abused, abandoned and neglected children within our community; and WHEREAS, there are approximately 200 children in Indian River County involved in the court system through no fault of their own; and WHEREAS, there are approximately 50 abused, abandoned or neglected children in Indian River County currently waiting for a volunteer Guardian Ad Litem to be their voice. NOW, THEREFORE, BE IT PROCLAIMED BY THE BOARD OF COUNTY COMMISSIONERS, INDIAN RIVER COUNTY, FLORIDA that the Board hereby recognizes the month of April, 2014 as Guardian Ad Litern month in Indian River County and urge all residents of Indian River County to give of their time to make a difference in the lives of our most vulnerable children by volunteering with the Guardian Ad. Litem Program. Adopted this 1$' day of April, 2014. BOARD OF COUNTY COMMISSIONERS, INPLA,N RIVER COUNTY, FLORIDA \ ^ i Peter D. L'Bryan, Chairman Wesley S. Davis, Vice Chairman Bob Solari 6osepF E. Flescher Tim Z 4 PROCLAMATION DESIGNATING APRIL 6 THROUGH APRIL 12, 2014 AS CRIME VICTIMS' RIGHTS WEEK IN INDIAN RIVER COUNTY WHEREAS, victims of crime across America need and deserve support and assistance to help them cope with the consequences of crime; and WHEREAS, national Crime Victims' Rights Week offers us all the opportunity to promote Strength in Unify in helping victims and survivors of crime through a wide range of supportive services offered by over 10,000 community and justice system -based programs, and the more than 32,000 federal and state statutes that define and protect their rights; and WHEREAS, by being united against crime and for victim's rights and services we gain strength as individuals, as communities, and as a nation as a whole, and offer strength to victims who seek to recover in the aftermath of crime; and WHEREAS, America has joined together annually, each April since 1981 to recognize the needs and rights of crime victims and survivors during National Crime Victims' Rights Week. NOW, THEREFORE, BE IT PROCLAIMED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA that April 6 through April 12, 2014 be designated as CRIME VICTIMS' RIGHTS WEEK in Indian River County, and the Board honors crime victims and those who serve them during this week and throughout the year. Adopted this Vt day of April, 2014. BOARD OF COUNTY COMMISSIONERS, IN RIVER COUNTY, FLORIDA Peter D. O'Bryan, Chairman Wesley Davi , Vice Chairman � ser�h E. Flescher t Bob Solari Tim 5 7 INFORMATIONAL ITEMS April 1, 2014 INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS INTER -OFFICE MEMORANDUM To: Members of the Board of County Commissioners Date: March 19, 2014 Subject: 2014 ELECTION OF ECONOMIC DEVELOPMENT COUNCIL CHAIRMAN AND VICE CHAIRMAN From: Terri Coffins -Lister Commissioner Assistant, District 4 At the March 18, 2014 Economic Development Council (EDC) meeting, the members voted to elect Karl Zimmermann as Chairman, and Peter Robinson as Vice Chairman of the EDC for the year 2414. No Board action is required. +$1 7� INFORMATIONAL ITEMS April 1, 2014 INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS INTER -OFFICE MEMORANDUM To: Members of the Board of County Commissioners Date: March 21, 2014 Subject: 20114 ELECTION OF AGRICULTURE ADVISORY COMMITTEE CHAIRMAN AND VICE CHAIRMAN From: Misty L. Pursel Commissioner Assistant, Districts 1 & 5 At the February 27, 2014 Agriculture Advisory Committee (AAC) meeting, the members voted to re-elect Louis Schacht as Chairman, and Ruben Koch as Vice Chairman of AAC for the year 2014.. No Board action is required. PJ 7 INFORMATIONAL ITEMS April 1, 2014 IRIDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS INTER -OFFICE MEMORANDUM To: Members of the Board of County Commissioners Date: March 21, 2014 Subject: 2014 ELECTION OF TRANSPORTATION DISADVANTAGED LOCAL COORDINATING BOARD VICE CHAIRMAN From: Misty L. Pursel Commissioner Assistant, Districts 1 & 5 At the February 27, 2014 Transportation Disadvantaged Local Coordinating Board (TDLCB) meeting, the members voted to re-elect William Parden as Vice Chairman of TDLCB for the year 2014. No Board action is required. 8 LN -4 Dylan Reingold, County Attorney Williarn K. DeBraal, Deputy County Attorney Kate Pingolt Cotner, Assistant County Attorney Informational Matters - B. CC 04.01.14 ©Vice Of, INDIAN RIVER CO1jNTY MEMORANDUM TO: Board of County Commissioners FROM: Dylan Reingold, County Attorney DATE; March 26, 2014 SUBJECT; Economic Development Council — vacancy ATTORNEY On March 18, 2414, Mark D. Castlow submitted his resignation as the Local 1� Manufacturing Industry representative to the Economic Development Council, Mr. Castlow's term expires in January 2015. Anyone interested in serving on the Economic Development Council, and meeting the requirements for the Local Manufacturing Industry representative, will need to submit an application and rdsumd to the Board of County Commissioners Office, County Administration Building A, 1801 27`h Street, Vero Beach, FL 32960. Application forms can be accessed online at www.irc ov.com/boards/committee a lications or at the Board of County Commissioner's Office. APPROVED FOR APRIL 1, 2014 B.C.C. MEETING -INFORMATIOIVALAIA TTERS COUNTYATTORNEY J' k41"vV-d-10EVERAL18 CCNgrndc,A lr+nor+Coaxvinrt p om vfEOCl dxr i ate 6 1 F39— d i Mar 1814 01:05p L41 Dragonfly Boatworks LLC �'a �-Golvpzj- {r M rk C akr N Bv,7dlrtg one of a kind, one at a &e. March 18, 2014 Terri Collins -Lister Commissioner Assistant for Commissioner Tim Zorc, District 3 and Commissioner Peter D. O'Bryan, District 4 Board of County Commissioners 1801 27th Street, Building A Vera Beach, FL 32464 Dear Terri: 772 557 8835 p.1 Re: Economic Development Board Despite my enthusiasm and the honor of being a part of the Economic Development Board, I regret to inform you that 1 must resign the position clue to the obligations involved in running Dragonfly Boatworks. .Kindly inform the Board and public as necessary. It is my hope to rejoin the Development Board at a later date when more time is available to me. Sincerely, .Mark D. Castlow 4575 Noah UW1, Sie.10911N, 'Pero Beach FL 32967 (772} 567-8835 Fox(772)567-2836 drcqonY A boatworks56e 6ufh.net www.drugonffooatnrkgic.com 10 PROCLAMATION 75' HONORING JOSEPH R. BLACK& URN ON HIS RETIREMENT FROM INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS DEPARTMENT OF EMERGENCY SER VICESIFIRE RESCUE WHEREAS, Joseph R. Blackburn retired from Indian River County effective March 30, 2014; and WHEREAS, Joseph R. Blackburn began his firefighting career on July 24, 1982 as a Firefighter with South Indian River County Fire District. He became a Firefighter/EMT on May 29, 1983, and was promoted to Driver/Engineer on April 5, 1991. On May 10, 2013, he became a Fire Lieutenant with Indian River County Fire Rescue and continued in this capacity until his retirement, • and WHEREAS, Joseph R. Blackburn has served this County and the Public with distinction and se 7essness. During his thirty-one years of service, he was dedicated and his work was greatly appreciated by the employer, citizens, and co-workers alike; and NOW, THEREFORE, BE IT PROCLAIMED BY THE BOARD OF COUNTY COMMISSIONERS OF INDL4N RIVER COUNTY, FLORIDA, that the Board applauds Joseph R. Blackburn's efforts on behalf of'the County, and the Board wishes to express their appreciation for the dedicated service he has given to Indian River County for the last thirty-one years; and BE IT FURTHER PROCLAIMED that the Board of County Commissioners and staff extend heartfelt wishes for success in his future endeavors. Adopted this P day of April 2014. BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY, FLORIDA Peter D. O'Bryan, Chairman 11 This is to certify that ,7osepk R. Black6urn is here ere 6y presented this tirement Award~ for outstanding performance and faithfidservke to Indian fiver County hoard of County Commissioners For thirty-one years of service On this 30th clay of JKarch 2014 ,john lgng (Director of Emergency Services TeterO. O'Bryan Boardof County Commissioner Chairman 2� JEFFREY R. SMITH, CPA, CGFO, CDMA Clerk of Circuit Court & Comptroller Finance Department 180127" Street Vero Beach, FL 32960 TO: HONORABLE BOARD OF COUNTY COMMISSIONERS FROM: DIANE BERNARDO, FINANCE DIREC THRU: JEFFREY R. SMITH, COMPTROLLER DATE: March 14, 2014 SUBJECT: APPROVAL OF WARRANTS March 7, 2014.to March 14, 2014 .CowMtY s In compliance with Chapter 136.06, Florida Statutes, all warrants (checks and electronic payments) issued by the Board of County Commissioners are to be recorded in the Board minutes. Approval is requested for the attached list of warrants, issued by the Comptroller's office, for the time period of March 7, 2014 to March 14, 2014. Attachment: DB: MS �w 13 %.k .. .t. 11U wt :u 1 1 A. I Y 14 CHECK NBR CK DATE VENDOR AMOUNT 309549 3/7/2014 WILDLIFE FOUNDATION OF FLORIDA 25.00 309550 3/1412014 PORT CONSOLIDATED INC 29,612.71 309551 3/1412014 JORDAN MOWER INC 355.52 309552 3/14/2014 TEN -8 FIRE EQUIPMENT INC 3,231.94 309553 3/14/2014 RANGER CONSTRUCTION IND INC 14,386.92 309554 3/14/2014 VERO CHEMICAL DISTRIBUTORS INC 31790 309555 3114/2014 COPYCOINC 55.59 309556 3/14/2014 VELDE FORD INC 250.96 309557 3/14/2014 AT&T WIRELESS 536.38 309558 3/14/2014 DATA FLOW SYSTEMS INC 233.00 309559 3/14/2014 PARALEE COMPANY INC 400,00 309560 3114/2014 COLD AIR DISTRIBUTORS WAREHOUSE 955,24 309561 3/14/2014 SUB AQUATICS INC 2,107.02 309562 3/14/2014 DELTA SUPPLY CO 23.67 309563 3/14/2014 E -Z BREW COFFEE & BOTTLE WATER SVC 80.41 309564 3/14/2014 KELLY TRACTOR CO 1,520.05 309565 3/14/2014 DEMCOINC 214.72 309566 3/14/2014 VERO LAWNMOWER CENTER INC 31.24 309567 3/14/2014 DAILY COURIER SERVICE 524,00 309568 3/14/2014 GAYLORD BROTHERS INC 531.96 309569 3/14/2014 HD SUPPLY WATERWORKS, LTD 2,433,61 309570 3/14/2014 BOUND TREE MEDICAL LLC 4,316.67 309571 3/14/2014 PETES CONCRETE 900.00 309572 3/14/2014 EGP INC 103.00 309573 3/1412014 VERO INDUSTRIAL SUPPLY INC 260.89 309574 3/14/2014 PROFORMA IMAGING 168.74 309575 3/14/2014 DIVE FESCUE INTERNATIONAL INC 2,775.00 309576 3/14/2014 BARTH CONSTRUCTION INC 130,368.83 309577 3/14/2014 XEROX CORP SUPPLIES 233.46 309578 3/14/2014 GENERAL PART INC 1,162.84 309579 3/14/2014 GOODYEAR AUTO SERVICE CENTER 49.00 309580 3/14/2014 BAKER & TAYLOR INC 3,966.41 309581 3114/2014 MIDWEST TAPE LLC 836.18 309582 3/14/2014 PRECISION CONTRACTING SERVICES INC 72,769.82 309583 3/1412014 MICROMARKETING LLC 183.91 309584 3/1412014 K & M ELECTRIC SUPPLY 22.13 309585 3/14/2014 HARRINGTON INDUSTRIAL PLASTICS LLC 152,67 309586 3/14/2014 NEC UNIFIED SOLUTIONS INC 46,933.64 309587 3/14/2014 FLORIDA ASSOCIATION OF COUNTIES INC 375.00 309588 3/14/2014 BOYS & GIRLS CLUB OF INDIAN 10,159.01 309589 311412014 PING INC 501.49 309590 3/14/2014 CLERK OF CIRCUIT COURT 464.49 309591 3114/2014 INDIAN RIVER COUNTY HEALTH DEPT 167.2.8 309592 3/14/2014 CITY OF VERO BEACH 20.93 309593 3/14/2014 CITY OF VERO BEACH 15,939.21 309594 3/14/2014 RUBBER STAMP EXPRESS & MORE INC 31.20 309595 3/14%2014 ILLINOIS STATE DISBURSEMENT UNIT 142.32- 42.32309596 309596 3/14/2014 CHAPTER 13 TRUSTEE 478.38 309597 3/1412014 SOUTHERN ELECTRIC SUPPLY CO 1,121.00 309598 3/14/2014 INDIAN RIVER ALL FAS INC 37.80 309599 3114/2014 EBSCO INDUSTRIES INC 2.79 309600 3/1412014 INDIAN RIVER COUNTY SHERIFF 17,759.81 309601 3114/2014 FLORIDA EAST COAST RAILWAY LLC 3,402.00 309602 3/14/2014 BIC BIS OF FL ADM FEE 9,440.55 309603 3/14/2014 BIC BIS OF FL ADM FEE 33,166.80 309604 3/14/2014 MHNET OF FLORIDA INC 311.85 309605 3/14/2014 JANITORIAL DEPOT OF AMERICA INC 504.01 309606 3/1412014 ARTHUR J GALLAGHER RISK MGMT SERVICES 190.00 14 m 15 CHECK NSR CK DATE VENDOR AMOUNT 309607 311412014 MARRIOTT FT LAUDERDALE NORTH 189.00 309608 3/14/2014 TOTAL TRUCK PARTS INC 17.34 309609 3/14/2014 AQUAGENIX 487.00 309610 3/1412014 DUMONT COMPANY INC 737.00 309611 3114/2014 INDIAN RIVER HABITAT 2,475.41 309612 3/14/2014 IRC CHAMBER OF COMMERCE 27,946.83 309613 3114/2014 FEDERAL EXPRESS 14.38 309614 3/1412014 DON LAWLESS 120.00 309615 3114/2014 CALLAWAY GOLF SALES COMPANY 748.94 309616 3/14/2014 SUBSTANCE AWARENESS COUNCIL OF IRC INC 9,806.52 309617 311412014 SUBSTANCE AWARENESS COUNCIL OF IRC INC 840.00 309618 3/14/2014 FLORIDA POWER AND LIGHT 16,867.14 309619 3/14/2014 ACUSHNET COMPANY 3,932.78 309620 3/14/2014 THOMAS S LOWTHER FUNERAL HOME 425.00 309621 3/14/2014 BLUE CROSS & BLUE SHIELD of FLORIDA 1,469.40 309622 3/14/2014 STATE ATTORNEY 2,101.05 309623 3/1412014 CITY OF FELLSMERE 180.12 309624 3/1412014 PEACE RIVER ELECTRIC COOP INC 376.00 309625 3/14/2014 NEW HORIZONS OF THE TREASURE COAST 22,812.83 309626 3/14/2014 TREASURE COAST CONSTRUCTION MGMT LLC 19,724.00 309627 3114/2014 JOSEPH A BAIRD 225.00 309628 3/14/2014 COX GIFFORD SEAWINDS 850.00 309629 3/14/2014 GERALD A YOUNG SR 90.00 309630 3/14/2014 GREY HOUSE PUBLISHING 295.00 309631 3/14/2014 ESRI INC 550.00 309632 3114/2014 COUNTY VETERAN SERVICE OFFICERS 320.00 309633 3/14/2014 MISDU MICHIGAN STATE 445.75 309634 3114/201.4 ALAN C KAUFFMANN 160.00 309635 3/14/2014 A M BEST COMPANY INC 17125 309636 3/1412014 G K ENVIRONMENTAL INC 5,621.92 309637 309638 3/14/2014 3/14/2014 THE FLORIDA BAR FRED FOX ENTERPRISE INC 150.00 18,750.00 309639 3/14/2014 MUSCO SPORTS LIGHTING LLC 18,000.00 309640 3/14/2014 WESTSIDE REPROGRAPHICS OF VERO BEACH INC 51.48 309641 3/14/2014 ADVANCED XEROGRAPHICS IMAGING 6,442.20 30964:2 3/14/2014 SEBASTIAN LIONS CLUB CHARITY FOUNDATION 2,500.00 309643 3114/2014 PINNACLE GROVE LTD 500.00 309644 3/14/2014 C & C ELECTRIC WORKS INC 1,420.00 309645 3/1412014 JAMES WILLIAM COLEY 60.00 309646 3/14/2014 SYMETRA LIFE INSURANCE COMPANY 4,630.50 309647 3/14/2014 ECONOLITE CONTROL PRODUCTS INC 524.00 309648 3/14/2014 ARCADIS U S INC 15,007.86 309649 3114/2014 RUSSELL PAYNE INC 727.86 309650 3/14/2014 SCOTT MCADAM I10.00 309651 3/14/2014 EVERMAN & EVERMAN INC 244.00 309652 3/14/2014 VAN WAL INC 50.00 309653 3/14/2014 PARGAS 470.25 309654 3/14/2014 OCLC (INLINE COMPUTER LIBRARY CENTER 386.40 309655 3/1412014 COPYTRONICS INC 244.28 309556 3/14/2014 PAK.MAIL CENTER 102.59 309657 3/14/2014 JERRY CUMMINGS 1,150.00 309658 3/14/2014 CLARK SECURITY PRODUCTS 5,970.00 309659 3/14/2014 MASTELLER & MOLER INC 4,967.50 309660 3/14/2014 ADMIN FOR CHILD SUPPORT ENFORCEMENT 209.48 309661 3/14/2014 ADMIN FOR CHILD SUPPORT ENFORCEMENT 212.32 309662 3/14/2014 ADMIN FOR CHILD SUPPORT ENFORCEMENT 118.47 309663 3/1412014 HERITAGE PRESERVATION 150.00 309664 3/14/2014 GARY L EMBREY 40.00 309665 3/14/2014 JOHN DEERE LANDSCAPES 200.54 309666 3/14/2014 JOSE RIVERA %00 m 15 16 CHECK NBR CIS DATE VENDOR. AMOUNT 309667 3114/2014 DANE PFARR 60.00 309668 311412014 SUPREME INTERNATIONAL LLC 457.31 309669 3114/2014 ERIC HUMMELL 108.00 309670 3/14/2014 METRO FIRE PROTECTION SERVICES INC 300.30 309671 3/1412014 CONSOLIDATED ELECTRICAL DISTRIBUTORS INC 700.60 309672 3/14/2014 KENNY CAMPBELL JR 120.00 309673 3/14/2014 NORMAN GOODMAN 120.00 309674 3114/2014 GARY E FOX 672.00 309675 3114/2014 PETER OBRYAN 15.59 309676 3114/2014 PAK MAIL 79.55 309677 3114/2014 JOHNNY B SMITH 40.00 309678 3/14/2014 MUNICIPAL WATER WORKS INC. 763.36 309679 3/14/2014 HALL -MARK FIRE APPARATUS INC 711.50 309680 3/14/2014 GIS INFORMATION SYSTEMS INC 624.00 309681 3/14/2014 CHARLES A WALKER 100.00 309682 3114/2014 INDIAN RIVER RDA LP 500.00 309683 3/14/2014 JUAN LEON 610.33 309684 3/14/2014 EUNICE ANDERSON 325.70 309685 3/14/2014 JOHN BRADLEY 414.50 309686 3/14/2014 DANIEL IOFFREDO 40.00 309687 3/14/2014 SYLVESTER MC INTOSH SR 5,592.00 309688 3/14/2014 BENNETT AUTO SUPPLY INC 332.00 309689 3/14/2014 STERPAL INC 1,935.00 309690 3/14/2014 MARINCO BIOASSAY LABORATORY INC 5,500.00 309691 3/14/2014 MICHELLE VAN KEULEN 150.00 309692 3/14/2014 STANDARD LIFE INSURANCE 7,424.63 309693 3/14/2014 STANDARD LIFE INSURANCE 22.00 309694 311412014 STANDARD LIFE INSURANCE 83.00 309695 3114/2014 STANDARD LIFE INSURANCE 611.00 309696 3/14/2014 STANDARD LIFE INSURANCE OPT 10,061.45 309697 309698 3/14/2014 3/14/2014 K'S COMMERCIAL CLEANING YOUTH GUIDANCE DONATION FUND 1,510.00 625.00 309699 3/14/2014 WELLS FARGO BANK NA 77.59 309700 3/14/2014 EQ THE ENVIRONMENTAL QUALITY COMPANY 7,165.38 309701 3114/2014 TRITEL INC 99.00 309702 3/14/2014 TERESA PULIDO 120.00 309703 3/14/2014 GRAY SYSTEMS INC 229.00 309704 3/14/2014 CHRISTINA RIPPLE 96.23 309705 3/14/2014 SANDYARACENA 100.00 309706 3/1412014 EVERY FLORIDA HOME 81.48 309707 3/14/2014 BRENNTAG MID -SOUTH INC 6,886.19 309708 3/14/2014 INSTRUMENT SPECIALTIES INC 734.13 309709 3/1412014 ANN RENNINGER 47.00 309710 311412014 WATERTRONICS TECHNICAL SERVICES 409.15 309711 3/14/2014 ALMM LLC 500.00 309712 3/14/2014 FEDERAL NATIONAL MORTGAGE ASSOCIATION 12.77 309713 3/14/2014 HEALTH ADVOCATE 1,095.60 309714 3/1412014 LISA BEZAK 200.60 309715 3/14/2014 ATLANTIC COASTAL LAND TITLE CO LLC 100.00 3.09716 3/14/2014 STERLING WATER TECHNOLOGIES LLC 7,392.00 309717 3/14/2014 GUETTLER BROTHERS CONSTRUCTION LLC 859,033.06 309718 3/1412014 SAFEGUARD PROPERTIES 108.97 309719 3/14/2014 SAFEGUARD PROPERTIES 62.47 309720 3/14/2014 BOULEVARD TIRE CENTER 3,783.24 309721 3/14/2014 JULIE NORMAN 120.00 309722 3/14/2014 CITY DIRECTORIES 360.00 309723 3/14/2014 DALE SORENSEN REAL ESTATE 155.16 309724 3/1412014 STEVEN AABBOND 120.00 309725 3/14/2014 JANCY PET BURIAL SERVICE 106.25 309726 3114/2014 MURPHY & WALKER P L 5,985.44 16 17 CHECK NBR CK DATE VENDOR AMOiJN 309727 3/14/2014 PACE ANALYTICAL SERVICES INC 11,384.45 309728 3/14/2014 DELRAY MOTORS 117.92 309729 3/14/2014 JOSEPH CATALANO 100.00 309730 3/14/2014 RAYMOND J DUCHEMIN 100.00 AW 309731 3/14/2014 KEITH GROCHOLL 60.00 309732 3/14/2014 MAUNEY & ASSOCIATES LLC 7,200.00 309733 3/14/2014 WRIGHT EXPRESS FSC 20,808.17 309734 3/14/2014 YP LLC 167.00 309735 3/14/2014 JOSHUA GHIZ 377.75 309736 3/14/2014 VERO BEACH BUILDERS LLC 63.48 309737 3/14/2014 GHQ SOUTH LAKES CORP 51.97 309738 3/14/2014 GENERAL CHEMICAL PERFORMANCE LLC 1,162.11 309739 3/14/2014 HIG14MARJK STOP LOSS 16,268.00 309740 3/14/2014 LINDA GRAHAM 240.00 309741 3/14/20I4 VINCENT BURKE 47.00 309742 3/14/2014 TAMATHA R TORRES 120.00 309743 3/14/2014 REPROGRAPHIC SOLUTIONS INC 87.84 309744 3/14/2014 LOWES HOME CENTERS INC 1,064.56 309745 3/14/2014 LABOR READY SOUTHEAST INC 3,248.64 309746 3/14/2014 GRAY ROBINSON PA 62°26 309747 3/14/2014 STEVEN G HANSEN 120.00 309748 3/14/2414 WILLL4M SHOAF JR 120.00 309749 3/14/2014 TREASURE COAST TURF INC 1,265.00 309750 3/14/2014 W&G MAINTENANCE 792.01 309751 3/14/2014 CARMEN LEWIS 120.00 309752 3/14/2014 NICOLE GRAPPO 120.00 309753 3/14/2014 SCADA SOLUTIONS LLC 2,700.00 309754 3/14/2014 CALDWELL PACETTI EDWARDS 2,475.00 309755 3114/2014 BALLARD PARTNERS INC 6,250.00 309756 3/14/2014 ROBERT DOERR UPHOLSTERY 250.00 309757 3/14/2014 SOUTHERN MANAGEMENT LLC 267.00 309758 3/14/2014 ARLENE V NEWSON 116.67 309759 3/14/2014 ENERGY LIGHT INC 3,948:00 309760 3/14/2014 DURA -WEAR GLOVE & SAFETY CO 5,788.30 309761 3/14/2014 NEEL-SCHAFFER INC 3,804.35 309762 3/14/2014 CARMELETA MOORE 104.00 309763 3/14/2014 CYNTHIA MC CARTHY 13.06 309764 3/14/2014 MERRILY SPARKS 1,308.78 309765 3/14/2014 RUMBERGER KIRK & CALWELL 5.60 309765 3/14/2014 RIGOBERTO & MARTHA BANUELOS 500.00 309767 3/14/2014 PAUL T GRENIER 75.00 309768 3/14/2014 JOHN BOOTH 300.00 309769 3/14/2014 DEBORAH COCHRANE 200.00 309770 3/1412014 CYNTHIA GATT 85.80 309771 3/14/2014 BOSS LTD 96,823.00 309772 3/14/2014 DYLAN REINGOLD 51.41 309773 3/14/2014 KATE P COTNER 110.00 309774 3/14/2014 JULIUS HARRIS 266.29 309775 3/14/2014 SPENCE CONSTRUCTION SERVICES LLC 14,500.00 309776 3/14/2014 SAMBA HOLDINGS INC 90.00 309777 3/14/2014 TAMARA JOHNSON TEAGUE 178.30 309778 3/14/2014 JAMES & GLORIA ENGLISH 472.72 309779 3/14/2014 LEVAN DOUGLAS 467.85 309780 3/14/2014 UT REFUNDS 10.06 309781 3/14/2014 TAMMY BOGART 91.74 309782 3/14/2014 IRC HOUSING AUTHORITY 63.79 309783 3/14/2014 UT REFUNDS 21.39 309784 309785 3/14/2014 3/14/2014 UT REFUNDS UT REFUNDS 67.09 168.98 309786 3/14/2014 JERALD & LAURA SMITH 46.40 17 18 CHECK NBR CK DATE VENDOR AMOUNT 309787 3/1412014 UT REFUNDS 77.61 309788 3/14/2014 UT REFUNDS 49.50 309789 3/14/2014 UT REFUNDS 56.28 309790 3/14/2014 UT REFUNDS 25.79 309791 3/14/2014 UT REFUNDS 10.56 309792 3/1412014 BLTREJV3 PALM BEACH LLC 31.38 309793 3/14/2014 THE HOUSING LEAGUE INC 41.64 309794 3/14/2014 CHRISTIANACRANWELL 58.21 309795 3114/2014 SCHLITT PROPERTY MANAGEMENT 153.09 309796 3/14/2014 STEVEN WILD 400.04 309797 3/14/2014 FARLESS PROPERTIES LLC 191.32 309798 3/14/2014 FANNIE SHAW 52.76 309799 3/14/2014 MARY BURKE SHAW 33.14 309800 3/14/2014 PETER & TRACY FRANK 43.71 309801 3/14/2014 JOHN C TRUCKNER 32.29 309802 3/14/2414 ERIN K GRALL 86.22 309803 3/14/2014 RAYMOND D COLLINS 51.86 309804 3/14/2014 NICHOLAS TEDESCO 66.53 309805 3/14/2014 GEORGE A & JOAN B SMITH 48.23 309806 3/14/2014 KAEHULANI LLC 19.02 309807 3/1412014 MARTIN KADLEC 63.31 309808 3/14/2014 SHARON O KEEFE 10.78 309809 3/14/2014 MARY COVINGTON-BRADSHAW 84.63 309810 3/14/2014 WILLIAM C SALATI 32.15 309811 3/14/2014 JOHN R COLLETT 86.38 309812 3/14/2014 KRYSTAL BAKOS 38.60 309813 3/14/2014 WAYNE COOPER 18.69 3+09814 3/14/2014 PATRICK YOUNG 35.71 309815 3/14/2014 CHRISTOPHER DICKERSON 40.70 309816 3/14/2014 REBECCA MCPHERSON 84.00 309817 3/14/2014 KIMERON KENNEDY 35.00 309818 3/14/2014 PETER & LYNDA CALLIOUX 44.11 309819 3/14/2014 DEBORAH COOK 57.40 309820 3/14/2014 SHERI KALISZ 9.82 309821 3/14/2014 RESTORATION HARDWARE 183.05 309822 3/14/2014 SCOTT O'DONNELL 34.70 309823 3/14/2014 STAGY JONES 46.76 309824 3/14/2014 BEVERLY SHAZIER 16.98 309825 3/14/2014 BETHANY MC CLUSKEY 40.99 309826 3/14/2014 JENNA RICHARDS 20.75 309827 3/14/2014 IDOL INVESTMENTS PARTNERSHIP LLLP 81.48 309828 3/14/2014 MAXINE MAX 28.96 309829 3/14/2014 MICHAEL GOZZO 40.70 309830 3/14/2014 RICKY HERNDON 23.81 309831 3/14/2014 SUMMER NIMMONS 68.73 309832 3/14/2014 CARLTON HARGROVE 33.20 309833 3/14/2014 MICHELLE PETERSON 25.87 309834 3/1412014 DONALD O MOWER 45.72 309835 3/14/2014 JAMIE & JEFFREY MARRERO 35.70 309836 3/14/2014 CREIGHTON SCHOFIELD 54.44 309837 3/14/2014 STEVEN & DARIEL KAY WEBB 41.10 309838 3/14/2014 MICHELLE L SWOGGER 37.40 309839 3/14/2014 GUENTER RUESCH 82.28 309840 3/14/2014 LINDA J SAMPLER 3.00 309841 3/14/2014 BARBARA A LIOI 41.86 309842 3/14/2014 PAM MILANA 15.63 309843 3/14/2014 WABASSO HILLSIDE LLC 90.16 309844 3/14/2014 PAT GLAS 17.27 309845 3/14/2014 JAMES A GREEN 54,77 309846 3/14/2014 CHRISTOPHER BOWMAN 73.74 18 CHECK NBR CK DATE VENDOR AMOUNT 309847 3114/2014 GINA DE ROSA 38.76 309848 3114/2014 CHAU NGUYEN 2.20 309849 3/14/2014 JAY SHAW 5.10 309850 3/14/2014 STEVEN L DYLAN 40.14 309851 3/1412014 CYNTHIA SIMMONS 23.55 309852 3/1412014 THELMA RAMOS 84.63 309853 3/14/2014 CAROL GALBRAITH 28.26 309854 3/1412014 MDBC INVESTMENTS LLC 22.60 309855 3/14/2014 DAVID G BROOKER 39.44 309856 3/14/2014 MRS THOMAS MESENBOURG 19.08 309857 3114/2014 MARK & MELISSA MATAKAETIS 8.19 309858 3/14/2014 WORLD KITCHEN INC 76.12 309859 3/14/2014 RANDALL F SHEPHERD 10.59 309860 3114/2014 CATHERINE T MAHER 59.97 309861 3/14/2014 SARAH STRONG 15.54 309862 3/14/2014 KAREN MILLS 24.70 309863 3/14/2014 SUSAN COLE 70.60 309864 3/14/2014 ANNICK PEREZ 68.63 309865 3/14/2014 NATHAN ARCHIBALD 72.80 309866 3/14/2014 BARBARA ALBERT 8.61 309867 3/14/2014 DENNIS 14ARDCASTLE 23.08 309868 3/14/2014 CORNELIA VALVO 23.98 309869 3/14/2014 JENNIFER WEAVER 75.96 309870 3/14/2014 JOSE VAZQUEZ ALVAREZ 2.66 309871 3/14/2014 TAMARA HERNAN 30.13 309872 3/14/2014 DONALD CASDORPH 11.74 309873 3/14/2014 JENNIFER MILLER 174.73 309874 3/14/2014 BRUCE O'LEARY 18.27 309875 3/1412014 MIGUEL JIMENEZ 32.46 309876 3/14/2014 DEANNE FORRESTER 43.78 309877 3/14/2014 RICHARD & BARBARA CARPENTER 42.35 309878 3/14/2014 ALEXANDRA BLAIS 74.44 309879 3/14/2014 JAMELA GILCREASE 57.43 309880 3114/2014 CHARLES ROEHRS 70.43 309881 3/14/2014 ROBERTO MONTERO 30.17 309882 3/14/2014 KIM COOLEY 59.87 309883 3/14/2014 JUSTIN DAVIS 67.74 309884 3/14/2014 PIA RENTAL LLC 31.42 309885 3/14/2014 HUI HUl ZHANG 83.85 309886 3/1412014 ETHAN ALLEN RETAIL INC 165.69 309887 3/14/2014 SANDRA STEWART 56.63 309888 3/14/2014 BRIAN & KRISTIN MESING 33.82 Grand Total: 1,768,714.18 L� 19 .=. A %' AA'%-+X+it AA X IVAA�-ArA - t A I.][!.%V tZIN-L! TRANS. NBR DATE VENDOR AMOUNT 1003620 3/10/2014 UNIVERSAL SIGNS & ACCESSORIES 10,729.35 1003621 3/10/2014 ARAMARK UNIFORM & CAREER APPAREL LLC 1,692.00 1003622 3/10/2014 SCRIPPS TREASURE COAST PUBLISHING LLC 911.56 1003623 3/10/2014 AT&T 14,253.93 1003624 3/10/2014 WASTE MANAGEMENT INC 4,139.40 1003625 3/12/2014 EVERGLADES FARM EQUIPMENT CO INC 148.40 1003626 3/12/2014 SSES INC DBA 1,658.76 1003627 3/12/2014 HENRY SCHEIN INC 239.52 1003628 3/12/2014 LIGHTSOURCE IMAGING SOLUTIONS LLC 85.75 1003629 3/12/2014 INDIAN RIVER OXYGEN INC 141.75 1003630 3/12/2014 REPUBLIC SERVICES OF FLORIDA 139.93 1003631 3/12/2014 MIKES GARAGE & WRECKER SERVICE INC 55.00 1003632 3/12/2014 MEEKS PLUMBING INC 54.00 1003633 3/12/2014 ALLIED UNIVERSAL CORP 2,639.75 1003634 3/12/2014 HOMELAND IRRIGATION 13.17 1003635 3/12/2014 FERGUSON ENTERPRISES INC 1,489.20 1003636 3/12/2014 SCRIPPS TREASURE COAST PUBLISHING LLC 76.44 1003637 3/12/2014 RECHTIEN INTERNATIONAL TRUCKS 1,544.46 1003638 3/12/2014 CAPITAL OFFICE PRODUCTS 313.92 1003639 3/12/2014 AUTO PARTNERS LLC 26,32 1003640 3/12/2014 S & S AUTO PARTS 26.92 1003641 3/12/2014 STAT MEDICAL DISPOSAL INC 330.00 1003642 3/12/2014 HYDRA SERVICE (S) INC 1,226.38 1003643 3/12/2014 OFFICE DEPOT BSD CUSTOMER SVC 1,836.16 1003672 3/13/2014 PRAXAIR DISTRIBUTION SOUTHEAST LLC 28.64 1003673 3/13/2014 COMMUNICATIONS INTERNATIONAL 140.35 1003674 3/13/2014 SSES INC DBA 1,297.68 1003675 3/13/2014 NORTH SOUTH SUPPLY INC 95.88 1003676 3113/2014 SAFETY PRODUCTS INC 52.56 1003677 3/13/2014 LIGHTSOURCE IMAGING SOLUTIONS LLC 662.50 1003678 3/13/2014 INDIAN RIVER BATTERY 603.90 1003679 3/13/2014 INDIAN RIVER OXYGEN INC 2,946.50 1003680 3/13/2014 RING POWER CORPORATION 785.00 1003681 3/13/2014 REPUBLIC SERVICES OF FLORIDA 46.64 1003682 3/13/2014 DAVIDSON TITLES INC 226.54 1003683 3/13/2014 SMITH BROTHERS CONTRACTING EQUIP 144.96 1003684 3/13/2014 ABCO GARAGE DOOR CO INC 338.00 1003685 3/13/2014 ALLIED UNIVERSAL CORP 5,377.64 1003686 3/13/2014 HOMELAND IRRIGATION 152.68 1003687 3/13/2014 ARAMARK UNIFORM & CAREER APPAREL LLC 575.26 1003688 3/13/2014 SOUTHERN COMPUTER WAREHOUSE 611.85 1003689 3/13/2014 CENGAGE LEARNING CORPORATION 733.22 1003690 3/13/2014 FERGUSON ENTERPRISES INC 687.78 1003691 3/1.3/2014 PRIDE ENTERPRISES 98.00 1003692 3/13/2014 SCRIPPS TREASURE COAST PUBLISHING LLC 397.02 1003693 3/13/2014 POLYDYNE INC 2,576.00 1003694 3/13/2014 SOUTHERN JANITOR SUPPLY INC 1,624.91 1003695 3/13/2014 CAPITAL OFFICE PRODUCTS 1,377.91 1003696 3/13/2014 AUTO PARTNERS LLC 221.08 1003697 3/13/2014 STAT MEDICAL DISPOSAL INC 190.00 1003698 3/13/2014 EAST COAST ANIMAL MEDICAL CENTER 359.50 1003699 3113/2014 HYDRA SERVICE (S) INC 31,051.61 Grand Total: 97,175.68 �w 20 Ll.-rLl+ A AiLJl NA%-, A —I A 1Y1L1 Y 1 0 — T A1tJa tXr [1'-,I A TRAMS NBR DATE VENDOR AMOUNT 2886 317/2014 IRS -PAYROLL. TAXES 19,600.47 2887 3112/2014 1 R C HEALTH INSURANCE - TRUST 448,327.10 2888 3/13/2014 SENIOR RESOURCE ASSOCIATION 169,100.00 Grand Total: 637,028.07 21 JEFFREY R. SMITH, CPA., CGFO, CGMA Clerk of Circuit Court & Comptroller Finance Department 1801 276 Street Vero Beach, FL 32960 TO: HONORABLE BOARD OF COUNTY COMMISSIONERS FROM: DIANE BERNARDO, FINANCE DIRECTOR THRU: JEFFREY R. SMITH, COMPTROLLER DATE: March 20, 2014 SUBJECT: APPROVAL OF WARRANTS March 15, 2014 to March 20, 2414 In compliance with Chapter 136.06, Florida Statutes, all warrants (checks and electronic payments) issued by the Board of County Commissioners are to be recorded in the Board minutes. Approval is requested for the attached list of warrants, issued by the Comptroller's office, for the time period of March 15, 2014 to March 20, 2014. Attachment: DB: MS 22 CHECKS WRITTEN CHECK NBR CK DATE VENDOR AMOUNT 309889 3/14/2014 JERRY CUMMINGS 1,150.00 309890 3/14/2014 HEALTHADVOCATE 311.85 309891 3/14/2014 HIGHMARK STOP LOSS 4,630.50 309892 3/20/2014 PORT CONSOLIDATED INC 1,443.69 309893 3/20/2014 FIRE EQUIPMENT SVC OF ST LUCIE INC 402.00 309894 3/20/2014 JORDAN MOWER INC 644.10 309895 3/20/2014 TEN -8 FIRE EQUIPMENT INC 10,284.19 309896 3/20/2014 RANGER CONSTRUCTION IND INC 1,403.14 309897 3/20/2014 COPYCOINC 93.03 309898 3/20/2014 CHISHOLM CORP OF VERO 4,945.08 309899 3/20/2014 VELDE FORD INC 121.01 309900 3/20/2014 STEWART MINING INDUSTRIES INC 1,689.66 309901 3/20/2014 AT&T WIRELESS 704.93 309902 3/20/2014 AT&T WIRELESS 4,005.22 309903 3/20/2014 AT&T WIRELESS 100.00 309904 3/20/2014 SEWELL HARDWARE CO INC 7.05 309905 3/20/2014 PARALEE COMPANY INC 400.00 309906 3/20/2014 COLD AIR DISTRIBUTORS WAREHOUSE 55.92 309907 3/20/2014 SUB AQUATICS INC 97.37 309908 3/20/2014 E -Z BREW COFFEE & BOTTLE WATER SVC 20.98 309909 3/20/2014 KELLY TRACTOR CO 305.94 309910 3120/2014 SAFETY KLEEN SYSTEMS INC 265.70 309911 3/20/2014 AMERIGAS EAGLE PROPANE LP 3,370.82 309912 3/20/2014 DAILY COURIER SERVICE 236.00 309913 3/20/2014 HACH CO 2,400.32 309914 3/20/2014 PHYSIO CONTROL INC 610.16 309915 3/20/2014 RELIABLE SEPTIC AND SERVICE 4,900.00 309916 3/20/2414 HD SUPPLY WATERWORKS, LTD 4,999.54 309917 3/20/2014 BOUND TREE MEDICAL LLC 694.50 309918 3/20/2014 PETES CONCRETE 1,740.00 309919 3/20/2014 VERO INDUSTRIAL SUPPLY INC 79.87 309920 3/20/2014 TIRESOLES OF BROWARD INC 283.30 309921 3/20/2014 FIRESTONE COMPLETE AUTO CARE 333.54 309922 3/20/2014 CALL ONE INC 108.00 309923 3/20/2014 CHILDCARE RESOURCES OF IRC INC 19,488.88 309924 3/20/2014 GENERAL PART INC 2,442.63 309925 3/20/2014 BAKER & TAYLOR INC 1,121.55 309926 3/20/2014 GROVE WELDERS INC 113.75 309927 3/20/2014 HUDSON PUMP & EQUIPMENT 40,800.00 309928 3/20/2014 K & M ELECTRIC SUPPLY 548.01 309929 3/20/2014 FIRST HOSPITAL LABORATORIES INC 969.00 309930 3/20/2014 ATKINS NORTH AMERICA INC 16,414.63 309931 3/20/2014 PALM TRUCK CENTERS INC 303.86 309932 3/20/2014 LINDSEY GARDENS APARTMENTS 1,345.00 309933 3/20/2014 PARKS AND SON INC 5,152.84 309934 3/20/2014 CITY OF VERO BEACH. 93,511.91 309935 3/2012014 CITY OF VERO BEACH 169.71 309936 3/20/2014 PATTERSON VETERINARY SUPPLY INC 142.90 309937 3/20/2014 JANITORIAL DEPOT OF AMERICA INC 328.83 309938 3/20/2014 TREASURE COAST HOMELESS SERVICES 7,042.36 309939 3/20/2014 WAL MART STORES EAST LP 135.17 309940 3/20/2014 AAA COOPER TRANSPORTATION INC 167.97 309941 3/20/2014 INTERNATIONAL GOLF MAINTENANCE INC 72.62 309942 3/20/2014 DUMONT COMPANY INC 2,960.25 309943 3/20/2014 INDIAN RIVER HABITAT 14,911.86 3099944 3/20/2014 RENEE FREEMAN 400.00 309945 3/20/2014 FEDERAL EXPRESS 83.81 309946 3/20/2014 FLORIDA FIRE CHIEFS ASSOCIATION 95.00 23 2 24 CHECK NSR CK DATE VENDOR AMOUNT 309947 3/2012014 DON LAWLESS 120.00 309948 3/20/2014 PERKINS INDIAN RIVER PHARMACY 147.59 309949 3/20/2014 SPRINT SPECTRUM LP 168.21 309950 3/20/2014 TRAFFIC PARTS INC 2,287.30 309951 3/2012014 CALLAWAY GOLF SALES COMPANY 2,109.22 309952 3/20/2014 FLORIDA POWER AND LIGHT 11,058.56 309953 3/20/2014 FLORIDA POWER AND LIGHT 327.45 309954 3/20/2014 PUBLIC DEFENDER 3,178.61 309955 3/20/2014 THOMAS S LOWTHER FUNERAL HOME 425.00 309956 3/20/2014 TAYLOR MADE GOLF CO INC 681.36 309957 3/20/2014 FLORIDA DEPARTMENT OF REVENUE 57.90 309958 3/20/2014 GLOBAL GOLF SALES INC 73.58 309959 3/20/2014 CATHOLIC CHARITIES DIOCESE OF PALM BCH 1,526.18 309960 3/20/2014 LANGUAGE LINE SERVICES INC 430.16 309961 3/20/2014 HOMELESS FAMILY CENTER INC 4,932.20 309962 3/20/2014 TROY FAIN INSURANCE INC 207.04 309963 3120/2014 SOLID WASTE ASSOC OF NORTH AMERICA 195.00 309964 3/20/2014 GERALD A YOUNG SR 90.00 309965 3/20/2014 TRANSPORTATION CONTROL SYSTEMS 6,080.00 309966 3/20/2014 RANGE ROAD MINE LLC 610.09 309967 3/20/2014 ALAN C KAUFFMANN 160.00 309968 3/20/2014 WESTSIDE REPROGRAPHICS OF VERO BEACH INC 27.72 309969 3/20/2014 CHILDRENS HOME SOCIETY OF FL 1,500.00 309970 3/20/2014 ADVANCED XEROGRAPHICS IMAGING 16,000.00 309971 3/20/2014 ELXSI INC 140.58 309972 3/2012014 BRIDGE DESIGN ASSOCIATES INC 568.80 309973 3/20/2014 PINNACLE GROVE LTD 891.00 309974 3/20/2014 VERO CLUB PARTNERS LTD 490.00 309975 3/20/2014 LLONALD & VIKKI MIXELL 11.29 309976 3/20/2014 ECONOLITE CONTROL PRODUCTS INC 524.00 309977 3/20/2014 PERKINS COMPOUNDING PHARMACY 3.45 309978 3/20/2014 BROADCAST MUSIC INC 591.30 309979 3/2012014 JEFF LOUDERMILK 12.77 309980 3/20/2014 RUSSELL PAYNE INC 595.56 309981 3/20/2014 CELICO PARTNERSHIP 802.22 309982 312012.014 VAN WAL INC 969.00 309983 3/20/2014 JOSEPH W VASQUEZ 60.00 309984 3/20/2014 BIG BROTHERS AND BIG SISTERS 1,250.00 309985 3/20/2014 U S DEPT OF AGRICULTURE 38.50 309986 3/20/2014 BEACHLAND CLEANING SERVICE 837.00 309987 3/20/2014 YOUNG'S COMMUNICATIONS CO INC 157,741.20 309988 3/2012014 GARY L EMBREY 40.00 309989 3120/2014 JOHN DEERE LANDSCAPES 5,000.00 309990 3/20/2014 JOSE RIVERA 40.00 309991 3/20/2014 DANE PFARR 60.00 309992 3/20/2014 HEART OF THE EARTH MARKETING 330.50 309993 3/20/2014 ORCHID ISLAND PROPERTY MGMT 11 INC 475.00 309994 3/2012014 METRO FIRE PROTECTION SERVICES INC 276.35 309995 3/20/2014 1ST FIRE & SECURITY INC 726.00 309996 3/20/2014 CONSOLIDATED ELECTRICAL DISTRIBUTORS INC 110.10 309997 3/20/2014 KENNY CAMPBELL JR 100.00 309998 3/20/2014 PETER OBRYAN 246.09 309999 3/20/2014 HIBU INC 251.00 310000 3/20/2014 UNDERSEA SYSTEMS INTERNATIONAL INC 521.03 310001 3/20/2014 JOHNNY B SMITH 100-00 310002 3/20/2014 MUNICIPAL WATER WORKS INC 8,071.24 310003 3/20/2014 MARRERO TEAM.COM REAL ESTATE LLC 42.05 310004 3/20/2014 CHARLES A WALKER 100.00 310005 3/20/2014 THOR GUARD INC 928.75 310006 3/20/2014 FISHER & PHILLIPS LLP 6,701.05 2 24 25 CHECK NBR CK DATE VENDOR AMOUNT 310007 3/2012014 DANIEL IOFFREDO 40.00 310008 3/2012014 BENNETT AUTO SUPPLY INC 495.89 310009 310010 3/2012014 3/20/2014 TREASURE COAST FOOD BANK INC TREASURE COAST SPRINKLERS INC 191.98 244.00 310011 3/2012014 JOHN MESKILL 1,210.00 310012 3/20/2014 ROBERT SOLARI 365.18 310013 3/20/2014 EQ THE ENVIRONMENTAL QUALITY COMPANY 3,251.03 310014 3/20/2014 SANDY ARACENA 140,00 310015 3/20/2014 NIC MANAGEMENT LLC 83.25 310016 3/20/2014 EVERY FLORIDA HOME 48.71 310017 3/20/2014 GLISSON & CO INC 1,790.00 310018 3/20/2014 MELVIN BUSH CONSTRUCTION INC 11,183.22 310019 3/20/2014 INEOS NEW PLANET BIOENERGY LLC 43,51.1.81 310020 3/20/2014 WOERNER DEVELOPMENT INC 1,061.50 310021 3/20/2014 LISA BEZAK 72.67 310022 3/20/2014 RADWELL INTERNATIONAL INC 3,086.00 310023 3/20/2014 ADVANCED DRAINAGE SYSTEMS INC 1,600.07 310024 3/2012014 BOULEVARD TIRE CENTER 2,018.07 310025 3/20/2014 DALE SORENSEN REAL ESTATE 82.28 310026 312012014 SAFETY SCHELL CORPORATION 1,327.80 310027 3/20/2014 DELRAY MOTORS 192.19 310028 3/20/2014 JOSEPH CATALANO 120.00 310029 3/20/2014 RAYMOND J DUCHEMIN 120.00 310030 3120/2014 VIDACARE CORPORATION 4,410.12 310031 3/20/2014 KEITH GROCHOLL 60.00 310032 3/20/2014 YP LLC 137.80 310033 3/20/2014 VERO BEACH BUILDERS LLC 73.74 310034 3/20/2014 CENTRAL FLORIDA GOLF CARS INC 460.24 310035 3/20/2014 ALCURT VERO BEACH LLC 362.00 310036 3/2012014 AMERICAN MESSAGING SERVICES LLC 19.02 310037 3120/2014 LOWES HOME CENTERS INC 1,182.88 310038 3/20/2014 LABOR READY SOUTHEAST INC 1,895.04 310039 3/20/2014 FGX LLC 14,637.75 310040 3/20/2014 CARDINAL HEALTH 1.10 INC 530.34 310041 3/20/2014 PPG ARCHITECTURAL FINISHES INC 704.91 310042 3/20/2014 CANON SOLUTIONS AMERICA INC 970.80 310043 3/2012014 ALEX MIKLO 60.00 310044 3/20/2014 FELIX ASSOCIATES OF FLORIDA 324,358.95 310045 3/20/2014 WILLIAM SHOAF JR 120.00 310046 3/20/2014 COMMERCIAL BUILDING MAINTENANCE 1,484.00 310047 3/20/2014 TREASURE COAST TURF INC 990.00 310048 3/20/2014 A- I QUALITY SOD INC 170.00 310049 3120/2014 KANSAS STATE BANK OF MANHATTAN 1,028.97 310050 3/20/2014 C E R SIGNATURE CLEANING 5,000.00 310051 3/20/2014 NEEL-SCHAFFER INC 15,840.71 310052 3/20/2014 REXEL INC 1,121.00 310053 3/2012014 MARK POLLICK 500.00 310054 3/20/2014 LEONARD KRENCK 70.00 310055 3/20/2014 MB ENTERPRISES ROOFING & SHEETMETAL INC 231.74 310056 3120/2014 MITZI GAYNOR 50.00 310057 3/20/2014 MONICA CHESLAK 20.00 310058 3/2012014 BANK OF NEW YORK MELLON 84.90 310059 3/20/2014 UT REFUNDS 17.17 310060 3/20/2014 UT REFUNDS 15.16 310061 3/20/2014 FABLESS PROPERTIES LLC 108.60 310062 3/20/2014 HARRY W FERSCH 33.96 310063 3/20/2014 ETHAN ALLEN RETAIL INC 13.76 310064 3/20/2014 JOHN A TONER 58.30 310065 3/20/2014 GREAT CUTS 57.49 310066 3/20/2014 CARLA DANIELE 77.69 25 4 26 CHECK NSR CK DATE VENDOR AMOUNT 310067 312012014 LACREASHA JOHNSON 18.82 310068 3/20/2414 JOY L MARTIN 17.00 310069 310070 3120/2014 3/20/2014 JAMES J SHARP JR CHAD TAYLOR SR 13.08 68.38 310071 3/20/2014 GIGI GARCIA 35.33 310072 3120/2014 JAMES ,& CATHERINE CASAZZA 14.57 310073 3120/2014 JOHN WESLEY WEST 7.35 310074 3/20/2014 JOSEPH S ESOLA 46.30 310075 3/20/2014 ELIAS LOPEZ 62.86 310076 3/20/2014 SUSAN FELDMAN 55.38 310077 3/20/2014 SUSAN C14ESTNUTT 22.87 310078 3/20/2014 ANTHONY MORIE 80.15 310079 3/20/2014 MICHELE DANCY 62.41 310080 3/20/2014 TIFFANY FELTHOUSEN 44.91 310081 3/20/2014 DELILAALLEN 26.27 310082 3/2012014 HOOKED ON SUBS 52.69 310083 3/2012014 NELSON MANN 70.48 3I0084 3/20/2014 WILLIAM BANKS 6.56 310085 3/20/2014 JOHN & LEIGH HERSCHER 77.53 310086 3/20/2014 TOM FISH 35.54 310087 3/2412014 MALLIA rNVESTMENTS LLC 86.22 310088 3/2012014 ANDREA LOCANTORE 36.57 310089 3/2012014 NEIL WILSON 13.78 310090 3/2012014 CHERYL HOLLERS 7.14 31009E 3/20/2014 CASSIE SHEPPARD 19.82 310092 3/20/2014 MARGARET SMITH 13.89 310093 3120/2014 BERNARD ROGERS JR 13.14 310094 3/20/2014 JANICE TAYLOR ABRAMS 44.00 310095 3/20/2014 WESLEY KELLER 67.74 310096 3/20/2014 WAYNE R THOMAS 63.65 310097 3/2012014 RANDAL & DEBRA PAPA 65.85 310098 3/20/2014 TOMMY LOWERY 66.01 310099 3/20/2014 CARRINGTON REAL ESTATE SERVICES 64.20 Grand Total: 954,272.13 4 26 ELECTRONIC PAYMENT - VISA CART] TRANS. NBR. DATE VENDOR AMOUNT 1003700 3/14/2014 PRAXAIR DISTRIBUTION SOUTHEAST LLC 39.19 1043701 3/14/2014 INDIAN RIVER BATTERY 535.40 1003702 3/1412014 REPUBLIC SERVICES OF FLORIDA 42.92 1003703 3114/2014 MIKES GARAGE & WRECKER SERVICE INC 205,00 1003704 3/14/2014 ST LUCIE BATTERY & TIRE CO 302.96 1003705 3/14/2014 SEBASTIAN OFFICE SUPPLY CO 800.00 1003706 3/14/2014 S & S AUTO PARTS 215.83 1003707 3/14/2014 HARRIS SANITATION INC 78,315.79 1003708 3/19/2014 PRAXAIR DISTRIBUTION SOUTHEAST LLC 195.11 1003709 3/19/2014 COMMUNICATIONS INTERNATIONAL 867.85 1003710 3/19/2014 HENRY SCHEIN INC 2,272.50 1003711 3/1912014 LIGHTSOURCE IMAGING SOLUTIONS LLC 154.49 1003712 3/19/2014 INDIAN RIVER BATTERY 182.90 1003713 3/19/2014 REPUBLIC SERVICES OF FLORIDA 230.76 1003714 3/19/2014 MIKES GARAGE & WRECKER SERVICE INC 140.00 1003715 3/19/2014 APPLE INDUSTRIAL SUPPLY CO 322.27 1003716 3/19/2014 MEEKS PLUMBING INC 134.00 1003717 3/19/2014 HOMELAND IRRIGATION 73.25 1003718 3/19/2014 THE EXPEDITER 274.23 1003719 3/19/2014 HILL MANUFACTURING CO INC 981.00 1003720 3/19/2014 COMMUNITY ASPHALT CORP 325.04 1003721 3/19/2014 FERGUSON ENTERPRISES INC 4,369.92 1003722 3/19/2014 ESRI INC 10,000.00 1003723 3/19/2014 MIDWEST MOTOR SUPPLY CO 492.00 1003724 3/1912014 CAPITAL OFFICE PRODUCTS 538.88 1003725 3/19/2014 CON -AIR INDUSTRIES INC 156.60 1003726 3/19/2014 S & S AUTO PARTS 208.33 1003727 3/19/2014 EAST COAST ANIMAL MEDICAL CENTER 96.00 1003728 3/19/2014 HYDRA SERVICE (S) INC 8,137.00 1003729 3/19/2014 REPUBLIC SERVICES OF FLORIDA 46.63 1003730 3/19/2014 REPUBLIC SERVICES OF FLORIDA 419.79 1003731 3/19/2014 REPUBLIC. SERVICES OF FLORIDA 164.93 1003732 3/20/2014 COMMUNICATIONS INTERNATIONAL 25,571.31 1403733 3/20/2014 HENRY SCHEIN INC 11,930.54 1003734 3/20/2014 SAFETY PRODUCTS INC 404.68 1003735 3/20/2014 DAVES SPORTING GOODS & TROPHIES 193.00 1003736 3/20/2014 FERGUSON ENTERPRISES INC 687.70 1003737 3/20/2014 FLAGLER CONSTRUCTION EQUIPMENT LLC 59.53 1003738 3/20/2414 SOUTHERN JANITOR SUPPLY INC 67.54 1003739 3/20/2014 CAPITAL OFFICE PRODUCTS 30.25 1003740 3/20/2014 ENVIRONMENTAL CONSERVATION LABORATORIES IN 15,068.00 165,253.12 Grand Total: 27 �w �w ELECTRONIC PAYMENTS _ WIRE & ACH TRANS NBR DATE VENDOR AMOUNT 2890 3/14/2014 KIMLEY HORN & ASSOC INC 9,760.00 2891 3/14/2014 FLORIDA LEAGUE OF CITIES, INC 4,609.83 2892 3/14/2014 IRC FIRE FIGHTERS ASSOC 6,120.00 2.893 3/14/2014 NACO/SOUTHEAST 39,195.48 2894 3114/2014 FL SDU 7,203.76 2895 3/14/2014 ICMA RETIREMENT CORPORA'T'ION 10,698.83 2896 3114/2014 ICMA RET CORP 1,925.00 2897 3/1412014 NATIONWIDE SOLUTIONS RETIREMENT 306.97 2898 3/14/2014 1 R C HEALTH INSURANCE - TRUST 46,762.40 2899 3/14/2014 BENEFITS WORKSHOP 10,145.84 2900 3117/2014 IRS -PAYROLL TAXES 348,660.74 2901 3/19/2014 SCHOOL DISTRICT OF I R COUNTY 77,254.00 2902 3/19/2014 BANK OF AMERICA 29,762.51 Grand Total: 592,405.36 28 CONSENT AGENDA APRIL 1, 2014 4p . L (11, INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS INTER -OFFICE MEMORANDUM TO: Members of the Board of County Commissioners DATE: March 24, 2014 SUBJECT: Out of County Travel to attend the 2014 Florida Association of Counties Annual Conference and Educational Exposition FROM: Terri Collins -Lister, Commissioner Assistant Out of county travel is requested for commissioners and staff to attend the 2014 Florida Association of Counties Annual Conference and Educational Exposition in Orlando, Florida on June 17 through June 20, 2014. Attachment 29 K ou -n m 0. Q m m 0 c -u 0 @ ® N Q CD r b 0 U2 coX ca. 5!o 0 O 0 � z [D f!1 m ,2 C N CD =r w a .mow .��► ;Q '0 tb r !L] c H � W of p rr � O y a •V n N 7 m Q. an N rt L— I3 a I -n n O m ua n J W) U y t CD � � n a :3 0 C •e O � o CL n 0 - C C y C] 4Y 0 CD CL 3 c i n v r c 0 o = w � t CL 0 ry = C C S v a � m � cD CL Nit S 0 °. . x � � s :3CL 0 N' N 0 (D s C rt Cl � ro o C C A 3 � 4U � N N n = uon vx N 3 m N 1 R ■ 2 = 0 3 -4 0 D o 40, d n U3. D C fD �e fb n t9 m CL G A D cip3 m V D IA o` 7 Cr 0 e C7 CL 0 °C C CD arn m m N Cr 0 C 21 0 CL v vs C� 0 c CD 0 LW: 0 'D 0 CD 0 "C] 0 C 7 fD N w iA 3 CD 0 tr 0 3 0 s 2 v 2 m CL a m Z fu CArr O 7 U1 3 m 10 0 r I n 0 m ® c r b a r Ej o [D f!1 m ,2 C N CD =r w .mow .��► CI 9 (Z1 Ertt [Il [Ir 0 CD rtr 12 rn 3 o (D rn C 3 W) U y t CD � � n a :3 0 C •e O � o CL n 0 - C C y C] 4Y 0 CD CL 3 c i n v r c 0 o = w � t CL 0 ry = C C S v a � m � cD CL Nit S 0 °. . x � � s :3CL 0 N' N 0 (D s C rt Cl � ro o C C A 3 � 4U � N N n = uon vx N 3 m N 1 R ■ 2 = 0 3 -4 0 D o 40, d n U3. D C fD �e fb n t9 m CL G A D cip3 m V D IA o` 7 Cr 0 e C7 CL 0 °C C CD arn m m N Cr 0 C 21 0 CL v vs C� 0 c CD 0 LW: 0 'D 0 CD 0 "C] 0 C 7 fD N w iA 3 CD 0 tr 0 3 0 s 2 v 2 m CL a m Z fu CArr O 7 U1 3 m 10 0 r I n 0 Dylan Reingold, County Attorney William K. DeBraal, Deputy County Attorney Kate Pingolt Cotner, Assistant County Attorney CONSENT: 411/14 Office Of INDIAN RIVER COUNTY MEMORANDUM ATTORNEY TO: Board of County Commissioners FROM: William K. DeBraal - Deputy County Attorney PA�1— DATE: March 25, 2014 SUBJECT: Resolution Canceling Taxes on Property Acquired by the City of Fellsmere for Open Space and Drainage The City of Fellsmere acquired the following property through a water lien foreclosure suit, and the City has paid the 2013 taxes and redeemed all outstanding tax certificates against the property with the Tax Collector: 1009 Booker Street, Fellsmere, FL 32948 Tax Parcel leo. 31-37-00-00004-0060-00171.0 Lot 171, Block 6, Hall, Carter and James Subdivision Because the assessed value on the 2013 tax roll is below the amount that would generate a pro rated 2014 tax amount, no pro rated taxes will be due from the City for 2014. The City's attorney has requested that the County cancel the ad valorem taxes for 2014 and remove the property from the tax roll for ad valorem taxes for future years. Attached for your consideration is a resolution prepared for this purpose. FUNDING: There is no cost associated with this item. ',`/ED FOR C:.0 1 EE - CON DA i'1 Mm 31 c. RECOMMENDATION: Authorize the Chairman of the Board of County Commissioners to execute the attached Resolution to cancel current ad valorem taxes upon this publicly owned land, and the Clerk to send a certified copy of the Resolution to the Tax Collector and Property Appraiser so that the current ad valorem taxes and future ad valorem taxes may be cancelled. Inhm Attachments: Letter Request Resolution cc: Carole Jean Jordan - Tax Collector David Nolte - Property Appraiser Warren W. Dill, City Attorney, City of Fellsmere ICA 32 March 5, 2014 VIA ELECTRONIC MAIL: narossali(a7irezov.com Indian River County Attorney's Office AT'TN: Nancy Mossali, Legal Assistant 180127" Street . Vero Beach, Florida 32960 RE: Tarpon IV, LLC, et.al. Water Lien Foreclosure Property Address: 1009 Booker Street Parcel ID No. 31-37-00-00004-0060-00171.0 Our ]Rile No.: 12-062 Dear Nancy: The City of Fellsmere has received the enclosed Certificate of Title for the above referenced property. There are outstanding tax certificates for the years 2009, 2010, 2011 and 2012 which are due. Also due are the 2013 taxes, The City requests that theCounty cancel the taxes for 2014 and take this property off the tax roll for suture years. Pursuant to the Constitution of the State of Florida Article VII Section 3(0) "all property owned by a municipality and used exclusively by it for municipal or public purposes shall be exempt from taxation". Section 196.28[1] F.S. provides in relevant part "The board of county commissioners of each county of the state be and it is hereby given full power and authority to cancel and discharge any and all liens for taxes, delinquent or current, held or owned by the county or the state, upon lands, heretofore or hereafter, conveyed to, or acquired by any ••• municipality of the state, — for road purposes, defense purposes, recreation, reforestation or other public use; and said lands shall be exempt from county taxation so long as the same are used fol such public purposes". This property will be used exclusively by the City for public open space, drainage and other public uses associated with the City's utility department because the property was acquired through the foreclosure of a water lien. Please advise if there is anything else the City needs to do to have this property removed from the tax rolls. Very trul yours, arren. W. Dill City Attorney WWD/jib Enclosures cci Jason R. Nunemaker, City Manager (w/o encl) Larry W. Napier, Director of Finance (w/o encl) w; lcity offeflsmere wafer Iden foreclosureslkr pon iv A 12-0621corresp nancy 3-3-14.doc 22 South Orange Street Fellsmere, Florida 32948-6740 Phone: 772-571-1616 Fax: 772-571-8635 33 Parcel # 31-37-00-00004-0060-00171.0 1009 Booker Street, Fellsmere, FL 32948 Lot 171, Block 6, Hall, Carter and James Subdivision acquired via foreclosure of a water lien (Tarpon IV, LLC) public purpose: open space and drainage RESOLUTION NO. 2014- A RESOLUTION OF INDIAN RIVER COUNTY, FLORIDA, CANCELLING CERTAIN TAXES UPON PUBLICLY OWNED LANDS, PURSUANT TO SECTION 196.28, FLORIDA STATUTES. WHEREAS, section 196.28, Florida Statutes, allows the Board of County Commissioners of each County to cancel and discharge any and all liens for taxes, delinquent or current, held or owned by the county or the state, upon lands heretofore or hereafter conveyed to or acquired by any agency, governmental subdivision, or municipality of the state, or the United States, for road purposes, defense purposes, recreation, reforestation, or other public use; and WHEREAS, such cancellation must be by resolution of the Board of County Commissioners, duly adopted and entered upon its minutes properly describing such lands and setting forth the public use to which the same are or will be devoted; and WHEREAS, upon receipt of a certified copy of such resolution, proper officials of the county and of the state are authorized, empowered, and directed to make proper entries upon the records to accomplish such cancellation and to do all things necessary to carry out the provisions of section 196,28, F.S.; 34 RESOLUTION NO. 2094 - NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that: Any and all liens for taxes delinquent or current against the following described lands, which were acquired by the City of Fellsmere for use by the municipality for open space and drainage, are hereby cancelled pursuant to the authority of section 196.28, F.S. See attached Certificate of Title to City of Fellsmere, Florida describing lands, recorded in Book 2740 at Page 228, Public Records of Indian River County, Florida. The resolution was moved for adoption by Commissioner , and the motion was seconded by Commissioner , and, upon being put to a vote, the vote was as follows: Chairman Peter D. O'Bryan Vice Chairman Wesley S. Davis Commissioner Joseph E. Flescher Commissioner Tim Zorc Commissioner Bob Solari 4 35 cw cw �w RESOLUTION NO. 2014 - The Chairman thereupon declared the resolution duly passed and adopted this day of April, 2014. BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY, FLORIDA Bv- Peter D. O'Bryan, Chairman ATTEST: Jeffrey R. Smith, Clerk of Circuit Court and Comptroller Deputy Clerk Tax Certificates Outstanding Yes No Current Prorated Tax Received and Deposited with Tax Collector $ --� 3 APPROVED A5 TO FORM AND L LS FFI BY WILLIAM K. DE®RA.AL DEPUTY COUNTY ATTORNEY 36 31 201 4001 0847 RECORDED 1N THE RECORDS OF JEFFREY R SMITH, CLERK OF CIRCUIT COURT 1NVIA.N RIVER LU M $K: 2740 PG: 228, 212612014 3:52 PM D DOCTAX PD 50.70 cw IN THE CIRCUIT COURT OF THE NINETEENTH JUDICIAL CIRCUIT IN AND FOR INDIAN RIVER COUNTY, FLORIDA CITY OF FELLSMERE, FLORIDA, } a municipal corporation created pursuant. ) to the laws of the State of Florida; ) } Plaintiff, } -vs- TARPON IV, LLC, a Delaware limited } liability company; ET AL. } Defendants. } Case No.:312013CA001095 Judge: Cynthia L. Cox CERTIFICATE OF TITLE The undersigned, JEFFREY R. SMITH, Clerk of the Court certifies that he executed and filed a Certificate of Sale in this action on February 12, 2014 for the property in Indian River County, Florida described herein: Lot 171, Block 6, Hail, Carter, &.lames Subdivision, according to the Plat thereof as recorded in Plat Book 3, Page 31, Public Records of St. Lucie County, Florida; said lands now lying and being in Indian River County, Florida. Address: 1049 Booker Street, Fellsmere, Florida 32948 And that no objections to the sale having been filed within the time allowed for filing objections the property was sold to CITY OF FELLSMERE, FLORIDA, a municipal corporation created pursuant to the laves of the State of Florida, whose address is 22 S. Change Street, Fellsmere, Florida 32948. WITNESS my hand and official seal of this Court on the 2pday of 2014. JEFFREY R. SMITH, as Clerk of the Court -0 s Deputy Clerk � c 1 1 s• ��4 �Cot]ItTt �►.'�qa`.� 37 IM 2740 PG: 229 • - i cw cw (bw CERTIFICATE OF SERVICE The undersigned certifies that a copy hereof has been furnished by mail on this day of 2014 to. Warren W. DTII, Esq., Dill & Evans, P.L., 1565 US highway 1, Sebastian, Florida 32958, Tarpon IV, LLC, c/o its Registered Agent, The Corporation Trust Company Corporation Trust Center, 1209 Orange Street, Wilmington, DE 19801 and Indian River County, C/o County .Attorney's Office, 1801 27'' Street, Vero Beach, Florida 32960, 2 County Clerk 38 Indian River County, Florida Memorandum TO: Joseph A. Baird, County Admini THRU; Jason Brown, Director, OMB FROM: Beth Martin, Risk Manage DATE: March 25, 2014 SUBJECT: Request for Agenda; Property/Casualty Insurance 2014-15 Please consider the following for inclusion on the April 1, 2014 Board of County Commissioners' agenda, Backgrounds On April 12, 2011, the Board of County Commissioners approved the current excess property/casualty insurance program following a Request for Qualifications for insurance services and review of the submittals by Siver Insurance Consultants. Arthur J. Gallagher Risk Management Services, Inc. (AJG) implemented the current program and with staff, recommends the renewal program as described below and found in detail in the full proposal available for review in the Commission office, Analysis Renewal discussions began in October, 2013. Our goals were two -fold: maintain coverage necessary to protect the County's assets and control costs for doing so. Market conditions over the past twelve (12) months were more favorable than past years, with stable pricing and rates, low industry losses and new market entrants. The most difficult line of coverage remained workers' compensation because of the losses anticipated with firefighters and police presumption claims arising from what is commonly referred to as the Heart/Lung Bill. As a result, staff anticipated workers' compensation to require increased self insured retentions and rate increases. 39 AJG presented three (3) options for renewal, as illustrated below; on _I Cn.rf E 3. Same as current program; $25M Named Storm limit, Arch as $ I ,715,422 workers' comp carrier with $500K & $750K Self- Insured Retentions and stand-alone Emergency Medical Services liability $35M Named Storm limit, include EMS in Package Program, Safety National as workers' camp carrier with $750K SIR except $1 M for USL&H and Jones Act $35M Named Storm limit, include EMS and workers' comp buffer in Package, and Safety National as workers' comp carrier $152,289 (8.2%) $1,698,898 $168,813 (9A%) $1,790,068 $77,643 (4.2%) Staff reviewed these options in detail with AJG, and recommends Option 2 based upon the County's needs and costs. Savings of two (2) percent, or $2,800, were achieved for the Lloyd's of London package policy that includes auto liability, general liability, public officials' liability, employee benefits liability and law enforcement activities. Additionally, by bringing the emergency medical services insurance into the package program rather than remain as a stand-alone policy, a premium savings of $14,525 was achieved. Total cost for the package policy with emergency services liability is $167,348. For excess workers' compensation coverage, AJG searched the market for carriers that would underwrite public entity risks. Quotes were obtained from Arch, the incumbent, and Safety National. Based upon the County's loss history and considering costs, we recommend purchase of Safety National's workers' compensation coverage with a $750,000 Self -Insured Retention (SIR) for all claims except $1 million for USL&H and Jones Act claims. Cost for this Safety National coverage is $179,408 or a savings of $91,672 over the current year's premium and a savings of $124,247 over Arch's renewal quote. Property insurance achieved the greatest premium savings, with a 15% savings, or $193,897, over the present year while maintaining the current $25 million limit for Named Storm coverage. It additionally increases the flood limit from $20 million to $25 million, increases errors and omissions from $5 million to $10 million, and other enhancements detailed in the full proposal. As a result, the property premium for 2014-15 is $1,099,757 or $193,897 less than 2013-14. Based upon the Probable Maximum Loss Study conducted for this renewal, staff also recommends the purchase of an additional excess layer of property insurance to bring the total limit to $35 million Named Storm limit with an all other peril limit at $200 million; cost for this excess layer is $132,998. Staff also requested a quote for cyber liability insurance to protect from first and third party damages resulting from both physical and electronic data breaches. The County possesses significant protected information and processes are in place to protect it. The proposed coverage �r not only protects against data breach but also provides for notification expenses, credit 40 �w monitoring expenses, crisis management and data recovery. Staff recommends the purchase of $1 million of protection from AIG at a cost of $17,877. The table below illustrates the County's historical program. Indian Fiver Insurance Costs Workers' Compensation, Liabili Historical 2009-2010 5305,400 Cost Analysis ' 2010-2011 2011-2012 20,12-2013 2013-14 2014-15 5305,000$267,000 $270,471 $271,480 $179,448 Lloyd's of London Package NIA NIA NIA N/A $144,859 S167,348 EMT Liability $44,004 $44,040 $29,580 $35,7I8 $36,.225 Included in Lloyd's Protective & Indemnity $10,000 $8,147 $8,335 $8,9I0 $8,910 59,134 Property $1,412,504 $1,350,000 $1,049,34.2 $1,346,292 $1,293,654 $1,099,757 Property excess layer $132,998 Boiler & Machinery '$10,339 $12,987 $10,858 $11,434 $11,542 $12,203 Inland Marine $80,004 $60,840 $42,142 $49,267 $46,909 Crime $15,190 $9,754 $8,311 $8,419 $6,721* $6,721* Terrorism - Property $47,900 $30,000 $17,769 $18,000 $16,461 S15,195 Terrorism - Liability Incl. $9,950 $7,461 $30,518 $28,992 $29,225 Cyber Liability $17,877 Totals 51,840,929 $1,845,838 $1,459,416 '$1,771,904 $1,867,711 111,716,773 Note: The amounts in the table above are based upon the premiums in effect at the time of renewal far previous years. The Recommended 2014-I5premium amounts are based upon selection of Option 2, which Inas some differing coverage from the current year as detailed herein. The recommendation also includes the purchase of a cyber liability policy with a premium of $17,8 77. *Crime policy paid in 2013/14for $13,442 covering 2 -year term, This premium has been allocated across 2013-14 and 2014-15 period Funding Funding for the insurance coverage discussed herein is provided by the Self Insurance Fund, Other Insurance account (acct. number 50224613-034530). The Self Insurance Fund is an internal service fund that allocates charges to the County's user funds. The current year budget includes funding in the amount of $2,375,000 for excess insurance premiums. Alternatives Alternative 1 - Select option 2 presented by the broker and also purchase the Cyber Liability policy which has an annual premium of $17,877. This option increases Named Storm limits from $25 million to $35 million. Worker's Compensation coverage would be provided by Safety National with a $750,000 Self -Insured Retention (SIR) for all employees, except USL&H & .Tones Act coverage would carry a $1 million. The current SIR is $750,000 for police and fire 41 and $500,000 for all other employees. Total premium under this alternative is $1,716,755, a savings of $154,436, or S.1% less than the current year coverage. Alternative 2 -- This is the same as Alternative 1, without the additional $10 million in coverage for Tamed Storms. The additional coverage carries a cost of $122,768. Therefore, the total premium under this alternative would be $1,593,987. Alternative 3 This is the same as Alternative 1, with the addition of a buffer layer of coverage for worker's compensation. The buffer layer would bring the SIR to the same level as the current year coverage ($500,000!$750,000 police and fire) at a cost of $91,170. The total premium under this alternative would be $1,847,925. Alternative 4 — This is the same as Alternative 1, without the purchase of the Cyber Liability policy. The annual premium for Cyber Liability coverage is $17,877. Therefore, the total premium under this alternative would be $1.,698,878. Recommendation Staff recommends that the Board approve the renewal and authorize staff to bind coverage as outlined in Alternative 1 for May 1, 2014 through April 30, 2015 with a current annual premium of $1,716,775 based upon the current schedule of values and coverage selections. Approved for Agenda Joseph A. Baird, County Administrator April 1, 2014 46W EPA c. • INDIAN RIVER COUNTY, FLORIDA AGENDA ITEM Assistant County Administrator I Department of General Services To: The Honorable Board of County Commissioners Through: Joseph A. Baird, County Administrator From: Michael C. Zito, Assistant County Administrat*erotown, Subject: Fifth Amendment to Facility Lease Agreement LLC. Historic Dodgertown DESCRIPTION AND CONDITIONS: On March 18, 2014, the Board of County Commission approved Change Order No. 3 to the contract with QAC Action Construction, Corp. and provided additional funding in the amount of $36,900.22. This approved change order brought the total expenditure for the Historic Dodgertown room renovations to $670,245.22. This Fifth Amendment to the Facility Lease Agreement updates the agreement with Verotown, LLC to reflect the most recent change order. It also provides more flexibility going forward to adjust pricing consistent with any future change order presented to the Board for approval.. FUNDING: Account Information Dod ertown Room Renovation Construction Acct: # 30816275-0166510-01002 RECOMMENDATION: Stag' respectfully requests that the Board approve the Fifth Amendment to Facility Lease Agreement and authorize the Chairman to sign. ATTACHMENTS: Fifth Amendment to Facility Lease Agreement App ed Agenda e p B :1 Jos h A. Baird, County Administrator Fo ; April 1, 2014 - 7 Indian diver Co. A roved Date Administration ,� 6 County Attorney Budget Z CA Department Risk Management F:lAssistant County AdministratorlAGENDA ITEMS120141BCC 04 APR 20141BCC Memo - Fifth Amendment to Facility Lease Agreement.doc 43 Prepared by, record and return to: Office of the County attorney 380127"' St., Vero Beach, FL 32960 Telephone: 772.226.1424 FIFTH AMENDMENT TO FACILITY LEASE AGREEMENT THIS FIFTH AMENDMENT is entered into as of this _day of , 2014, by and between Indian River County, a political subdivision of the State of Florida ("County") and Verotown, LLC, a Delaware limited liability company authorized to do business in the State of Florida ("Verotown"). WHEREAS, on or about May 1, 2009, the County and MiLB Vero Beach, LLC, a Florida limited liability company ("MiLB"), entered into the Facility Lease Agreement in which the County leased the Facility to MiLB, and granted to MiLB certain management rights with respect to the Facility, for a term of five years ending April 1, 2014 ("Original Lease") and WHEREAS, on or about June 1, 2011, the County and MiLB entered into the First Amendment to Facility Lease Agreement ("First Amendment"); and WHEREAS, on or about January 1, 2012, the County, MiLB and Verotown, entered into the Second Amendment to Facility Lease Agreement, in which, among other things, the rights and obligations of MiLB under the Original Lease and the First Amendment were assigned to ( Verotown ("Second Amendment"); and � w WHEREAS, on or about July 16, 2413, the County and Verotown ("the Parties") entered into the Third Amendment to Facility Lease Agreement, ("Third Amendment") in which, among other things, Verotown exercised its right to renew the lease for an additional five years, and the County agreed to pay for or reimburse Verotown for the actual costs of renovating 67 hotel rooms in an amount not to exceed $600,000; and WHEREAS, on or about March 10, 2014, the Parties entered into the Fourth Amendment to Facility Lease Agreement ("Fourth Amendment") in which, among other things, the Parties amended the number of hotel rooms that need to be renovated from 67 to 66 and the County agreed to increase its budget for the referenced renovations from $600,000 to $634,000; and WHEREAS, the County wishes to amend Section 5 of the Fourth Amendment both to increase its budget for renovating the remaining 66 hotel rooms from $634,040 to $670,245.22, and to reserve the right to increase and/or decrease its budget by a total $50,000 in the future for the referenced renovations using change orders approved by the Indian River Board of County Commissioners; and WHEREAS, the County and Verotown reaffirm their desire to preserve the rich traditions and history of "Dodgertown" and the Facility, and recognize that the benefits to the local community of continuing baseball, athletic, conference and other activities at the Facility are unique and diverse, and include; without limitation, increased economic activity and employment opportunities, increased tourist trade and promotional opportunities, increased Page 1 of 4 44 c. direct and indirect tax revenues, private sector payment of substantial maintenance and operation expenses which would otherwise burden local taxpayers, and other such benefits, NOW THEREFORE, in consideration of the mutual undertakings herein and other good and valuable consideration, the receipt and adequacy of which is hereby acknowledged, the parties agree, as follows: 1. Recitals. The above recitals are true and correct and are incorporated herein. 2. Hotel Room Renovations. In Section 5 of the Fourth Amendment, the County agreed to provide up to $634,000 for renovating 66 of the remaining hotel rooms. Due to a number of unforeseen expenditures, the Parties agree that it is not feasible to conduct the referenced renovations for $634,000 or Iess. Therefore, Section 5 of the Fourth Amendment is hereby amended to state that the County shall pay $670,245.22 for all of the actual costs associated with renovating 66 of the remaining hotel rooms. Should another unforeseen expenditure arise in the fixture pertaining to the referenced hotel room renovations, the County reserves the right to increase and/or decease its budget by a total of $50,040 using change orders that have been approved by the Indian River Board of County Commissioners. All of the other terms and conditions of Section 5 of the Fourth Amendment to Facility Lease Agreement remain in full force and effect. 3. Good Standine — No Violation. The County and Verotown agree that, as of the date of this Fifth Amendment, the Facility Lease Agreement is in good standing and neither party is in breach or violation of the terms and conditions of the Facility Lease Agreement. 4. Conforming Terms. All remaining terns and conditions of the Facility Lease Agreement are hereby conformed to be consistent with the amendments set forth herein. 5. Remaining Terms. All remaining terms and conditions of the Facility Lease Agreement not amended or conformed herein shall remain in full force and effect. 6. Recordation. A copy of this Fifth Amendment shall be recorded on the Public Records of Indian River County, Florida. Page 2 of 4 45 IN WITNESS WHEREOF, the parties have caused this Agreement to be executed in their respective names as of the date set forth above. ATTEST: Jeffrey R. Smith, BOARD OF COUNTY COMMISSIONERS, Clerk of Court and Comptroller INDIAN RIVER COUNTY By: By: Deputy Clerk Peter O'Bryan, Chairman AFFIX SEAL: Approved by BCC: 52014. Approved: Approved as to form and legal sufficiency: BA. AOLLABy: oseph . Baird, Administrator Dylan Reingold County Attorney Signed and delivered in the presence of: Print name: Print name: VEROTOWN, LLC, a Delaware limited liability company ("Verotown"), by POM Vtown, LLC, a California limited liability corporation, its Manager By: Print Name: Peter O'Malley ..._ Print Tithe: Manager c. Page 3 of 4 EC7 cw cw �w STATE OF CALIFORNIA ) ) ss: COUNTY OF LOS ANGELES ) On , 2014, before me, 'personally appeared Peter O'Malley who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his./her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the: person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signathu-e (Seal) Page 4 of 4 47 INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Joseph A. Baird, County Administrator THROUGH: Christopher R. Mora, P.E., Public Works Director and Christopher J. Kafer, Jr., P.E., County Engineqcy� FROM: Michael D. Nixon, P.E., Roadway Production Manager /) SUBJECT: Work Order No. 4 with Bridge Design Associates, Inc. Box Culvert and Headwall Design 20th Avenue at 16th Street Left Turn Lanes IRC Project No- 0225 DATE: March 18, 2014 DESCRIPTION AND CONDITIONS In 2013, the Board of County Commissioners approved the Capital Improvement Element of the Comprehensive Plan to }provide funding for intersection improvements to 20th Avenue at 16th Street. The work will include a re -alignment of 20th Avenue with the addition of north bound and south bound left turn lanes. Currently, the left through lanes drop into left turn lanes in both directions. This improvement will provide two through lanes and separate left turn lanes in both directions on 20th Avenue. This improvement will greatly improve the safety and capacity of the intersection. Drainage box culvert extensions will be required within the Indian River Farms Water Control District Lateral E Canal that runs through the center of the median on 20th Avenue. Because of the complicated nature of the box culvert extensions and the concrete end wall design, the structural engineering services by Bridge Design Associates, Inc. will be required as shown on the attached work order and scope of work in an amount not to exceed $12,445.00. FUNDING Funding is budgeted and available from Optional Sales Tax, Account No. 31521441-066510-05032, for 16" Street / 20th Avenue Intersection in the amount of $12,445.00. RECOMMENDATION Staff recommends the Board of County Commissioners approve Work Order No. 4 to Bridge Design Associates, Inc. authorizing the above mentioned tasks and requests the Board to authorize the Chairman to sign the attached Work Order No. 4. on their behalf for a not to exceed amount of $12,445.00. F Tubiic WoIks1ENGINEERING DIVISION PROJECfSW225 20th Ave and 15th St Intersection IrnprtDvemenMdmim�agenda iteans\BCC - 0225 WO No. 4. Bridge Design Associates. doc 48 PAGE TWO Agenda Memo for April 1, 2014 BCC Meeting Michael D. Nixon, P.E., Roadway Production Manager ATTACHMENTS 1. Work Order No. 4 2. Exhibit A, Bridge Design Associates, Inc. proposal dated March 3, 2014. DISTRIBUTION Bridge Design Associates, Inc, APPROVED AGENDA ITEM FOR April 1, 201/4 By N Indian RFver Cdun D to Rdministmtion(SW %. and �t Legal Public W-ks EngIneerina _ D� H F:1Pu61ic Works1ENGINEERING DIVISION PROJECTS10225 20th Ave and 16th St ]nterswion ImprovementVAdrnimlagenda iterns\BCC - 0225 WO No. 4, Bridge Design Associates.doc 49 WORK ORDER NUMBER 4 20'h Avenue and 15th Street Intersection Improvements Bax Culvert Design This Work Order Number 4 is entered into as of this day of 20 pursuant to that certain Continuing Contract Agreement for Professional Services entered into as of November 15, 2011 (the "Agreement"), by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and Bridge Design and Associates, Inc. ("Consultant-). The COUNTY has selected the Consultant to perform the professional services set forth on Exhibit A (Scope of Work), attached to this Work Order and made part hereof by this reference. The professional services will be performed by the Consultant for the fee schedule set forth in Exhibit A (Fee Schedule), attached to this Work Order and made a part hereof by this reference. The Consultant will perform the professional services within the timeframe more particularly set forth in Exhibit A jTime Schedule), attached to this Work Order and made a part hereof by this reference all in accordance with the terms and provisions set forth in the Agreement. Pursuant to paragraph 1.4 of the Agreement, nothing contained in any Work Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be deemed to be incorporated in each individual Work Order as if fully set forth herein. IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of the date first written above. CONSULTANT: BOARD OF COUNTY COMMISSIONERS Bridge Design a d Associates, Inc. OF INDIAN RIVER COUNTY By: By; Peter D. O'Bryan, Chairman Title: Brian C. Rheault, P. E., President BCC Approved Date. Attest:. Jeffrey R. Smith, Clerk of Court and Comptroller By: Deputy Clerk Approved: seph A. Baird, County Administrator Approved as to form and legal sufficiency; Dylan T. Reingold, County Attorney C.lUserslKimDlAppDatalLocallMicrosoRlWindowsktemporary Intemet Fi)eslContent.OutlooklZZ679T63\Bddge Design Work Order No 4 (2)edoc 50 EXHIBIT BRIDGE DESIGN ASSOCIATES, INC. CONSULTING ENGINEERS BRIAN C. RHEAULT, P.E. President March 3, 2014 Indian River County Department of Public Works Engineering Division 1801 27'h Street Vero Beach, Florida 32360 Attention: Mike Nixon Regarding: 20" Avenue & 1 e Street Intersection Improvements . Box Culvert Design Dear Mike: Pursuant to your request, we have reviewed the proposed 6x6 box culvert extension to the south 180 I.f. and the 130 Lf. 6x9 box extension to the north. Bridge Design Associates, Inc. will provide details for new endwalls and connection details to the existing endwalls in addition to the design of the concrete box. Our design will be based on current FDOT Standards and Specifications. Indian River County will insert our design sheets into the construction package. Indian River County will be responsible for all survey, permitting, and obtaining soils data. The attached Exhibit "A" is an approximate manhour breakdown by task with commensurate fees. If you have any questions, please give me a call. Respectfully, G=Rheault, TES, INC. B97 President BCR; kedS:12014-JobskProposats\20th Avenue and 16th Street101 AdminlProposalslproposat 03-03-14.wpd 1.402 Royal Palm Beach Boulevard ► Building 200 • Royal Palm Beach, Florida 33411 (561 ) 686-3660 + Fax: (561) 791-1995 51 Lq BRIDGE DESIGN ASSOCIATES, INC. EXHIBIT 20TH AVENUE 816TH STREET MTERSECTION IMPROVEMENTS March 3, 2014 HOURLY BREAKDOWN OF SERVICES EXHIBIT"A 5:12014-JobadPwpoaeM20m Avenue wW IIBth S"i m?l A*nIrtTmpos*slEzht0 A 03-03-14 52 PROJECT PROJECT FIELD REP CAA TOTAL LABOR Canrdnadon Meetings MANAGER ENGINEER EJ. TECHNICIAN HOURS GMT ACTIVITY 3.0 3.0 BY 9Y 8X8 BOX CULVERT AT STATION 18+48 ACTIVITY ACT[VrrY Foundation Ns n s150.00 #145.00 S10M $90. 0 7.0 5040.00 5:12014-JobadPwpoaeM20m Avenue wW IIBth S"i m?l A*nIrtTmpos*slEzht0 A 03-03-14 52 Canrdnadon Meetings 3.0 3.0 $450.00 Site 11$511 3.0 3.0 6.0 '$555.00 8X8 BOX CULVERT AT STATION 18+48 Foundation Ns n 1.4 6.0 7.0 5040.00 Wall aes n & Headwall 1.0 2:0 0.0 9A SMG0 Top Des4 g n 1 1.0 2.0 9,0 9.0 $800.00 Plan l Elevation I Details 1.4 4.0 24.0 29.0 $2,770.00 Miscellaneous Eoruleotlon DeWl 2.0 4.0 0.0 $510.00 8X9 BOX CULVERT AT STAMN 24+0 Foundabon toe n 1.0 5.0 7.0 smo.00 Wall Oea n 8. Headwall to 2.0 8.0 9.0 $60D.00 Top Deal on 1.0 1 2.0 0-0 1 9.0 SwAo Plan I Elevatlon f Details 1-0 1 4..0 24.0 29.0 52,770.{}0 Mlscellaneaus aonniXtion detail 2.0 4.0 8.0 '5510.00 TOTAL IAANHOURS 11.0 35.0 35.0 48.0 126.0 DIRECT LABOR COST 51,050.0 $4,025.00 62.450DO $4,320.00 $12.445.0 s12.445.00 5:12014-JobadPwpoaeM20m Avenue wW IIBth S"i m?l A*nIrtTmpos*slEzht0 A 03-03-14 52 (bw INDIAN RIVER COUNTY, FLORIDA PUBLIC WORKS DEPARTMENT - TRAFFIC ENGINEERING DIVISION INTER-OFFICE MEMORANDUM �w TO: Joseph A. Baird, County Administrator THROUGH: Christopher R. Mora, P.E. Gr� Public Works Director FROM: Jeanne Bre Traffic Anal V�� SUBJECT: Traffic Control Device Ledger -- BCC Consent Agenda DATE: March 10, 2014 DESCRIPTION AND CONDITIONS The Public Works Director is to provide a Traffic Control Device Ledger update for ratification by the Beard of County Commissioners as specified in Section 312.18 of the Indian River Cou my Code, The last ledger update was approved by the Board in October, 2013. FUNDING There is no funding impact generated by this action. ATTACHMENTS Draft Resolution and Ledger Documents RECOMMENDATIONS Staff recommends that the Board approves this ledger update (EXHIBIT "A" — attached). i':17RAFk CV AYMBCC AGENDA ITEMS- RESOLUT[OY+i51i. WER UPDATE FOR 8CCgXDGER. UPDATE FOR BCC JANUARY 2014.DOC 53 cw Page 2 Consent Agenda Item For April 1, 2014.BCC Meeting Traffic Control Deice Ledger — BCC Consent Agenda March 10, 2014 APPROVED AGENDA ITEM FOR. April 1, 2014 BY Indian River County ApWoyed Date Administration Budget Publie Wgrks Trak Engineering, F \.TRAFF1CMAYAIBCC AGENDA ITEMS - RESOLUTIONSILEDGER UPDATE FOR IiCC1LEDGER UPDATE FOR BCC JANUARY 2014.DOC 54 RESOLUTION NO. 2014- A RESOLUTION OF THE BOARD OF COL T Y COMMISSIONERS OF INDIAN RIVER COUNTY', FLORIDA, APPROVING TRAFFIC CONTROL DEVICES AUTHORIZED BY THE DIRECTOR OF PUBLIC WORDS. WHEREAS, the Board of County Commissioners has directed the Director of Public Works to maintain a ledger listing the traffic control devices maintained by the County (Section 312.18, Indian River County Code); and WHEREAS, the code requires this ledger to be presented to the Board of County Commissioners for approval; and WHEREAS, the ledger has been presented and is attached as Exhibit "A" to this Resolution, NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA THAT; The Beard of County Commissioners hereby accepts and approves the traffic control device ledger which is Exhibit "A" to this resolution. The resolution was moved to adoption by Commissioner motion was seconded by Commissioner vote was as follows: Chairman, Peter D. ®'Bryan Vice Chairman, Wesley S. Davis Commissioner Joseph E. Flescher Commissioner Timothy Zorc Commissioner Bob Solan and the and, upon being put to a vote, the F:NTraffic\Maya\BCC AGENDA; ITEMS - RESOLUTiONS1RESOLUTION\resolution traffic control devices ledger January 2014_doc 55 cw RESOLUTION NO. 2014 - Page 2 of 2 Traffic Control Devices Resolution The Chairman thereupon declared the resolution duly passed and adopted this day of 2013. Attest: Jeffrey R. Smith BOARD OF COUNTY CON MSSIONERS Clerk of Court and Comptroller INDIAN RIVER COUNTY, FLORIDA By: By: Deputy Clerk Peter D. O'Bryan Chairman F:\TrafficlMaya\BCC AGENDA ITEMS - RESOLUTIONS\RESOLUTION\resolution traffic control devices ledger January 2014.doc 56 �w EXHIBIT "A" INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 TABLE OF CONTENTS ■ Trak Signals ................................................ Page 2 ■ Flashing Beacons ............................................. Page d ■ 20 M.P.H. School Flashing Beacons ................... Page 7 ■ Speed Warning/Driver Feedback Signs .................. Page 8 ■ Traffic Cameras .............................................. Page 8 Speed Limit Zones ........................................... Page 10 ■ School 20 M.P.H. Speed Limit Zones ................... Page 15 ■ Traffic Calming ............................................... Page 18 �w Page 1 of 18 57 INDIAN RPVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 1. TRAFFIC SIGNALS 1. 4th Street and 20th Avenue 2. 4th Street and 27te Avenue 3. 4'h Street and 43rd Avenue 4. 4'h Street and 58th Avenue 5. 4'b Street and Old Dixie Highway 6. 4'5 Street/Indian River Boulevard and U.S. 1 7. 5th Street SW and 20th Avenue 8. 5th Street SW and 27th Avenue 9. 5th Street SW and 43rd Avenue 10. 8th Street and 6th Avenue 11. 8th Street and 20'h Avenue 12. 8'h Street and 27'h Avenue 13. 8th Street and 43rd Avenue 14. 8" Street and 58th Avenue 15. 8th Street and Old Dixie Highway 16. 8th Street and U.S.1 17. 12th Street and 6'h Avenue 18. 19. 12th Street and 20'b Avenue 12'h Street and 27th Avenue 20. 12th Street and 43rd Avenue 21. 12th Street and 58th Avenue 22. 12'h Street and Commerce Avenue 23. 12th Street and Indian River Boulevard 24. 12th Street and Old Dixie Highway 25. 12th Street and U.S.1 26. 15f6 Place and U.S.1 27. 16'6 Street and 14th Avenue 28. 16th Street and 17th Avenue 29. 16th Street and 20'b Avenue 30. 16'6 Street and 27th Avenue 31. 16th Street and 43rd Avenue 32. 10 Street and 66th Avenue 33. 16th Street and Old Dixie Highway 34. 17th Lane SW and 27'h Avenue 35. 17th Street and 10tb Avenue 36. 17th Street and Indian River Boulevard 37. 17th Street/Causeway Boulevard and SR A -1-A (bw Page 2 of 18 58 INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 I. TRAFFIC SIGNALS continued 38. 17th Street and U.S. 1 39. 20th Place and 6th Avenue 40. 21" Street and 6th Avenue 41. 21st Street and 14th Avenue 42. 21st Street and Indian River Boulevard 43. 23rd Street and 14th Avenue 44. 23r4 Street and U.S.1 45. 26th Street and 43rd Avenue 46. 26th Street and 58th Avenue 47. 26th Street and 66th Avenue 48. 26th Street and St. Lucie Avenue 49. 20' Street and U.S.1 50. 32°' Street/Aviation Boulevard and U.S. 1 51. 37th Street and 10th Court 52. 37th Street and Indian River Boulevard 53. 37th Street and U.S.1 54. 38th Lane/Old Dixie Highway and U.S. 1 55. 56. 41" Street and U.S. 1 41" Street 43rd Avenue and 57. 41St Street and 58th Avenue 58. 41" Street and Indian River Boulevard 59. 45th Street and 43rd Avenue 60. 45" Street and U.S. 1 61. 45th Street and 58th Avenue 62. 45th Street and Indian River Boulevard 63. 53rd Street and U.S.1 64. 53nd Street and Old Dixie Highway 65. 53rd Street and 24th Avenue (Publix) 66. 53`d Street and 51St Court 67. 53' Street and 58th Avenue 68. 57" Street and 58th Avenue 69. 571h Street and 66t' Avenue 70. 69th Street and U.S. 1 71. 81st Street and 66th Avenue 72. 87th Street and CR 510 73. Aviation Boulevard and 27th Avenue 74. Bahia Mar Road and SR A -1-A 75. Barber Street and Schumann Drive 76. Barber Street/Pelican Pointe Drive and U.S. 1 rim LM Page 3 of 18 59 INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 I. TRAFFIC SIGNALS (continued) 76. College Lane and 58t1h Avenue 77. College Lane and Schumann Center 78. CR 510 and 58" Avenue 79. CR 510 and 66`h Avenue 80. CR 510 and CR 512 81. CR 510 and SR A -1-A 82. CR 510 and Treasure Coast Elementary 83. CR 510 and U.S.1 84. CII, 512 and I-95 (NB) 85. CR 512 and I-95 (SB) 86. CR 512 and 101'' Avenue 87. CR 512 and 108th Avenue 88. CR 512 and Barber Street 89. CR 512 and Delaware Avenue 90. CR 512 and Easy Street 91. CR 512 and Fleming Street 92. CR 512 and Roseland Road 93. 94. CR 512 and Sebastian River Middle School (West Driveway) CR 512 and Willow Street/130'h Avenue 95. CR 512 EB and U.S. 1 96. CR 512 WB and U.S. 1 97. Fred Tuerk Drive and SR A -1-A 98. Highland Drive and U.S 1 99. Jackson Street and U.S. 1 100. Jaycee Park and SR A -1-A 101. John's Island Drive and SR A -1-A 102. Main Street and U.S.1 103. Oslo Road and 20th Avenue 104. Oslo Road and 27th Avenue 105. Oslo Road and 43rd Avenue 106. Oslo Road and 58th Avenue 107. Oslo Road and Old Dixie Highway 108. Oslo Road and U.S.1 109. Roseland Road and U.S. 1 110. Round Island Park and SR A -1-A 111. Royal Pahn Place/Boulevard and Indian River Boulevard/SR 60 112. St. Edward's School and SR A -1-A 113. Schumann Drive and U.S. 1 114. Sea Oaks and SR A -1-A 115. Sebastian High School (North Intersection) and CR 510 116. Sebastian High School (South Intersection) and CR 510 Page 4 of 18 60 INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 1. TRAFFIC SIGNALS (continued) 117. SR 60 and 43'd Avenue 118. SR 60 and 53' `' Avenue 119. SR 60 and 58th Avenue 120. SR 60 and 66th Avenue 121. SR 60 and 74tb Avenue 122. SR 60 and 82°d Avenue 123. SR 60 and 90th Avenue 124. SR 60 and 98th Avenue 125. SR 60 and 1-95 (NB) 126. SR 60 and I-95 (SB) 127. SR 60 and Indian River Mall 128. SR 60120 Street and 6th Avenue 129. SR 60J20te Street and 20th Avenue 130. SR 60f20'h Street and 27th Avenue/Buena Vista Boulevard 131. SR 60120'h Street and Indian River Boulevard 132. SR 60Beachland Boulevard and Mockingbird Drive 133. SR 60Beachland Boulevard and Riverside Park Drive 134. 135. SR 60Beachland Boulevard and SR A -1-A SR 60/Merrill Barber Bridge and Indian River Boulevard 136. SR 60 Eastboundf19th Place and 14th Avenue 137. SR 60 Eastbound/20th Street and 10th Avenue 138. SR 60 Eastbound/20'b Street and Commerce Avenue 139. SR 60 Eastbound/20th Street and U.S.1 140. SR 60 Westbound/20'b Place and 10th Avenue 141. SR 60 Westbound/2e Place and 11th Avenue 142. SR 60 Westbound/20'b Place and Commerce Avenue 143. SR 60 Westbound/20'h Place and U.S.1 144. SR 60 Westbound/20t" Street and 14th Avenue 145. U.S. 1/21" Street and 10th Avenue 146. U.S.1/21at Street and 11th Avenue 147. Vista Royale Boulevard and U.S.1 �w NEW TRAFFIC SIGNALS UADER DESIGN OR CONSTRUCTION 148. 41$t Street and 66'h Avenue 149. 45" Street and 66" Avenue 150. 1" Street SW and 27th Avenue 151. 1gt Street SW and 43rd Avenue 152. SR60 and 94th Avenue Page 5 of 18 61 INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 II. FLASHING BEACONS 1. 1st Street SW and 27th Avenue Intersection Control Beacon 2. 8th Street and Indian River Boulevard intersection Control Beacon 3. 8th Street west of U.S. 1 Railroad Warming Beacon 4. 21st Street SW and 27th Avenue Warning Beacon 5. 21" Street and U.S. 1 at Curve Warning Beacon 6. 41st Street and 66th Avenue Intersection Control Beacon 7. 41st Street and Old Dixie Highway Four Way Red Beacon 8. 45th Street and 66' Avenue Intersection Control Beacon 9. 45th Street and Old Dixie Highway Four Way Red Beacon 10. 49" Street and 58" Avenue Intersection Control Beacon 11. 49th Street and OId Dixie Highway Four Way Red Beacon 12. 49th Street and 51" Court Intersection Control Beacon 13. 65th Street and 58th Avenue Intersection Control Beacon 14. 65th Street and Old Dixie Highway Intersection Control Beacon 15. 69th Street and 58th Avenue Intersection Control Beacon 16. 69th Street and Old Dixie Highway Intersection Control Beacon 17. 77th Street and 58th Avenue Intersection Control Beacon 18. 19. CR 510 and 64" Avenue CR 510 at 90th Avenue Curve Intersection Control Beacon Warning Beacon 20. CR 512 and CR 507 Intersection Control Beacon 21. CR 512 and Cypress Street Intersection Control Beacon 22. Highland Drive and 6th Avenue SW Intersection Control Beacon 23. Highland Drive and Old Dixie Highway Four Way Red Beacon 24. Oslo Road and 74th Avenue Intersection Control Beacon 25. Oslo Road and 82°d Avenue Intersection Control Beacon 26. South Carolina and CR 507 One Way Red Beacon 27. SR601Beachland Blvd. and WB Barber Bridge Warning Beacon 28. SR601I.R. Boulevard Main Relief Canal Warning Beacon 29. SR60 EB1201h Street and Commerce Avenue Warning Beacon 30. SR60 EB/20"' Street and Commerce Avenue Railroad Warning Beacon 31. SR60 WB/20a Place and U.S. 1 Warning Beacon �w Page 6 of 18 62 INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 II. FLASHING BEACONS continued NEW FLASHING BEACONS UNDER DESIGN OR CONSTRUCTION 32. 49th Street and 43rd Avenue Intersection Control Beacon 33. 53rd Street and 43rd Avenue Intersection Control Beacon III. 20 M.P.H. SCHOOL FLASHING BEACONS 1. Beachland Elementary School on SR 60Beackland Boulevard 2. Citrus Elementary School on 4th Street 3. Citrus Elementary School on 27`41 Avenue 4. Dodgertown Elementary School on 43rd Avenue 5. Fellsmere Elementary School on CR 512 6. Glendale Elementary School on 8th Street 7. Highlands Elementary School on 6tb Avenue SW 8. Gifford Middle School on 450 Street 9. Osceola Magnet School on 18t" Avenue SW 10. Oslo Middle School on 20th Avenue SW 11. 12. Rosewood Elementary School on 16th Street Sebastian Elementary School on CR 512 13. Vero Beach Elementary School on 12th Street 14. St. Edwards School and SR AlA �w Page 7 of 18 63 INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 IV. SPEED WARNING/DRIVER FEEDBACK SIGNS 1. Old Dixie Highway north of 69th Street , southbound 2. Old Dixie Highway south of 65th Street - northbound V. TRAFFIC CAMERAS 1. 4'h Street and U.S.1 2. 4'h Street and Old Dixie Highway 3. 4th Street and 27th Avenue 4. 4th Street and 58th Avenue 5. 5th Street and 27th Avenue 6. 8th Street and U.S.1 7. 8th Street and 6th Avenue 8. 8th Street and 20th Avenue 9. 8th Street and 43'd Avenue 10. 8'h Street and Old Dixie Highway 11. 12'h Street and U.S.1 12. 12th Street and Commerce Avenue 13. 12'b Street and Indian River Boulevard 14. 12th Street and 61h Avenue 15. 12tb Street and 27'h Avenue 16. 12`b Street and 58th Avenue 17. 15th Place and U.S. 1 18. 16th Street and 10 Avenue 19. 16th Street and 43rd Avenue 20. 16th Street and Old Dixie Highway 21. 17th Street and 10' Avenue 22. 17th Street and U.S.1 23. 20th Place and 11th Avenue 24. 20th Street and 10h Avenue 25. 20th Street and Commerce Avenue (EB) 26. 20 Street and Indian River Boulevard 27. 23�`' Street and U.S. 1 28. 37th Street and Indian River Boulevard 29. 37'h Street and U.S. 1 30. 38th Lame and U.S. 1 31. 41" Street and U.S. 1 32. 41" Street and 43rd Avenue 33. 41" Street and 581h Avenue 34. 41" Street and Indian River Boulevard Page 8 of 18 64 INDIAN RPVER COUNTY PUBLIC WORKS ,DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 VI. TRAFFIC CAMERAS (continued) Page 9 of 18 65 35.45te Street and Indian River Boulevard 36.45" Street and U.S.1 37.45" Street and 43rd Avenue 38.49E Street and 51" Court 39. 53rd Street and 51" Court 40. 53rd Street and U.S.1 41.53rd Street and Old Dixie Highway 42. 53rd Street and 24th Avenue 43.57"t Street and 58th Avenue 44. 57'h Street and 66th Avenue 45.69th Street and U.S. 1 46. $7th Street and CR 510 47. Barber Street and U.S. 1 48. CR 5101 and SRAIA 49. CR 510 and U.S. 1 50. CR 510 and 56th Avenue 51. CR 510 and Treasure Coast Elementary School 52. CR 512 Eastbound and U.S. 1 53. CR 512 Westbound and U.S. 1 54. CR 512 and Easy Street 55. CR 512 and Roseland Road 56. CR 512 and CR 510 57. CR 512 and Sebastian River Middle School 58. CR 512 and 101" Avenue 59. CR 512 and 108* Avenue 60. CR 512 and 130th Avenue 61. CR512 and Soathbound 1-95 62. Highland Drive and U.S.1 63. Jackson Street and U.S. 1 64. Main Street and U.S.1 65. Oslo Road and U.S. 1 66. Oslo Road and 20th Avenue 67. Oslo Road and 27th Avenue 68. Oslo Road and 43rd Avenue 69. Oslo Road and 58th Avenue 70. Roseland Road and U.S. 1 71. Royal Palm Place and Indian River Boulevard 72. Schumann Drive and. U.S. 1 73. Schumann Center and College Lane 74. SR 60 and 20th Avenue Page 9 of 18 65 INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY_ JANUARY, 2014 IV. TRAFFIC CAMERAS continued 75. SR60 and 27th Avenue 76. SR 60 and 43"d Avenue 77. SR 60 and 58`h Avenue 78. SR 60 and 66th Avenue 79. SR 60/Beachland Boulevard and Riverside Park Drive 80. SR 60/Merrill Barber Bridge and Indian River Boulevard 81. SR 60 Eastbound/201h Street and U.S. 1 82. SR 60 Westbound/20'h Place and U.S.1 83. SR 60 and 74th Avenue 84. SR 60 and 82nd Avenue 85. SR 60 and 90t4 Avenue 86. SR 60 and I-95 (NB) 87. SR 60 and I-95 (SB) 88. SR60/20th Street and 6th Avenue 89. SR60/20kh Street and Indian River Boulevard 90. Vista Royale Boulevard and U.S. 1 NEW TRAFFIC CAMERAS UNDER DESIGN OR CONSTRUCTION 73. 17th Street and SRAIA Page 10 of 1$ 66 INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2414 VI. SPEED LIMIT ,ZONES ON COLLECTOR/ARTERIAL ROADWAYS ROADWAY FROM TO SPEED LIMIT(M.P.H.) 17th Lane SW 27`h Avenue 20th Avenue 35 17th Lane SW 20th Avenue ,6th Avenue 35 Oslo Road West End 82°d Avenue 35 Oslo Road 82 d Avenue 58h Avenue 55 Oslo Road 581h Avenue U.S.1 45 Oslo Road U.S. 1 Indian River 35 5" Street SW 58th Avenue 43"d Avenue 45 5th Street SW 43"d Avenue 271h Avenue 35 5th Street SW 27th Avenue 20th Avenue 40 5th Street SW 201h Avenue 12th Avenue 35 1st Street SW 66th Avenue 58th Avenue 45 lat Street SW 43`d Avenue 27th Avenue 35 tat Street SW 27th Avenue 20th Avenue 45 �t 1 Street Old Dixie Hwy U.S. 1 35 2°d Street 24th Avenue Old Dixie Hwy 30 4th Street 74th Avenue 58u' Avenue 35 4th Street 58th Avenue 434 Avenue 45 4tb Street 43`d Avenue U.S. 1 35 8th Street 90th Avenue 82 Avenue 45 8th Street 82°d Avenue 66th Avenue 40 8th Street 66`h Avenue 27"' Avenue 45 8th Street 27`h Avenue Old Dixie Hwy 40 8th Street Old Dixie Hwy I.R. Blvd 30 Page 11 of 18 67 �w INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 - VI. SPEED LIMIT ZONES ON COLLECTO,RIARTERLkL ROADWAYS (continued) ROADWAY FROM 1.2ts Street 82 Avenue 12th Street 66th Avenue 12th Street 58th Avenue 12th Street 43�d Avenue 12" Street 20th Avenue 12th Street Old Dixie Hwy 12"' Street U.S. 1 12th Street 0 Avenue TO SPEED LIMIT(M.P.H.) 701 Avenue 45 58th Avenue 35 43`d Avenue 40 20' Avenue 35 Old Dixie Hwy 35 U.S.1 30 6th Avenue 30 I.R. Blvd 35 16" Street 82°d Avenue Pointe West Drive 45 16th Street Point West Drive 74th Avenue 35 16th Street 74th Avenue 66th Avenue 45 16th Street 58th Avenge 20th Avenue 30 10 Street 20th Avenue U.S. 1 30 16" Street U.S.1 I.R. Blvd 45 College Lane 58th Avenue 66th Avenue 35 215t Street SW 27th Avenue 20th Avenue 45 26th Street 74th Avenue 66th Avenue 40 26th Street 66th Avenue 58th Avenue 40 26th Street 58th Avenue 43rd Avenue 35 33'"d Street 66th Avenue 58th Avenue 40 37th Street U.S.1 I.R. Blvd 35 41St Street 66th Avenue U.S. 1 35 415t Street 58th Avenue 43rd Avenue 45 41St Street 43d Avenue Old Dixie Hwy 35 41" Street U.S.1 I.R. Blvd 45 45" Street West end of pavement 66th Avenue 35 45" Street 66th Avenue 43rd Avenue 45 45th Street 43rd Avenue U.S.1 35 45th Street U.S. 1 I.R. Blvd 45 Page 12 of 18 68 (ow Page 13 of 18 69 INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 VI. SPEED LIMIT ZONES ON COLLECTOR/ARTERIAL ROADWAYS (continued) ROADWAY FROM TO SPEED LIMIT(M.P.H.) 49' Street 58th Avenue 33' d Avenue 45 49" Street 33"d Avenue U.S. 1 30 53'"d Street U.S.1 I.R. Boulevard 45 57th Street 66th Avenue 58th Avenue 40 65" Street 66th Avenue Old Dixie Hwy 45 65" Street Old Dixie Hwy U.S. 1 40 69" Street 82 d Avenue Old Dixie Hwy 45 69th Street Old Dixie Hwy East End 35 73" Street Cemetery Road U.S. 1 35 77th Street 74th Avenue U.S. 1 45 CR 510 CR 512 500' E of Elem. School 45 CR 514 500'E of Elem. School 60 Avenue 55 CR 510 66th Avenue 58" Avenue 35 CR 510 58th Avenue U.S. 1 40 CR 512 SR 60 W Fellsmere City Limits 55 CR 512 W Fell Cty Lmt E Fell Cty Lmt 30 CR 512 E Fell Cty Lint I Mile E of Fell 45 CR 512 1 Mile E of Fellsmere W of I-95 45 CR 512 W of I-95 108`h Avenue 45 CR 512 108th Avenue Sebastian Middle School 50 CR512 Sebastian Middle School CR510 45 CR 512 CR 510 Easy Street 45 CR 512 Easy Street Indian River Drive 35 (ow Page 13 of 18 69 �w c. INDIAN RIVER COUNTY PUBLIC WORKS DEPAR'T'MENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY CR 507 CR 507 Willow Street 82nd Avenue 82,d Avenue 74th Avenue 66'" Avenue 66th Avenue 66th Avenue 6e Avenue 66th Avenue 58th Avenue 58th Avenue 58th Avenue 5$th Avenue 43rd Avenue 43rd Avenue 43'd Avenue 43rd Avenue 43'd Avenue 43rd Avenue CR 512 South Carolina 85th Street Oslo Rd SR 60 12th Street 16'" Street SR 60 33rd Street 45" Street 77th Street South County Line Atlantic Blvd 26th St 200' S of 81" St South County Line 13th Street SW 51h Street SW 4th Street 2700 Block 4000 Block 27th Avenue South County Line 27th Avenue 17" St SW 27t" Avenue Oslo Road 27th Avenue 14th Street South Carolina North County Line Fellsmere City Limits SR 60 69th Street 260 Street SR 60 33`d Street 45th Street 77'6 Street Sebastian City Limits Atlantic Boulevard 26th Street 200' South of 81" St CR 510 13th Street SW 5th Street SW 4th Street 2700 Block 4060 Block 49th Street 17th Street SW Oslo Road 14th Street. SR 60 30 55 45 45 35 45 45 45 45 55 45 45 35 45 35 55 45 40 35 45 35 50 45 40 35 Page 14 of 18 70 JANUARY, 2014 VI. SPEED LIMIT ZONES ON COLLECTOR/ARTERIAL ROADWAYS (continued) ROADWAY FROM TO SPEED LIMI`I`(M.P.H.) Roseland Road CR 512 125th Place 45 Roseland Road 125th Place U.S.1 35 Roseland Road U.S.1 I.R. Drive 35 CR 507 CR 507 Willow Street 82nd Avenue 82,d Avenue 74th Avenue 66'" Avenue 66th Avenue 66th Avenue 6e Avenue 66th Avenue 58th Avenue 58th Avenue 58th Avenue 5$th Avenue 43rd Avenue 43rd Avenue 43'd Avenue 43rd Avenue 43'd Avenue 43rd Avenue CR 512 South Carolina 85th Street Oslo Rd SR 60 12th Street 16'" Street SR 60 33rd Street 45" Street 77th Street South County Line Atlantic Blvd 26th St 200' S of 81" St South County Line 13th Street SW 51h Street SW 4th Street 2700 Block 4000 Block 27th Avenue South County Line 27th Avenue 17" St SW 27t" Avenue Oslo Road 27th Avenue 14th Street South Carolina North County Line Fellsmere City Limits SR 60 69th Street 260 Street SR 60 33`d Street 45th Street 77'6 Street Sebastian City Limits Atlantic Boulevard 26th Street 200' South of 81" St CR 510 13th Street SW 5th Street SW 4th Street 2700 Block 4060 Block 49th Street 17th Street SW Oslo Road 14th Street. SR 60 30 55 45 45 35 45 45 45 45 55 45 45 35 45 35 55 45 40 35 45 35 50 45 40 35 Page 14 of 18 70 INDIAN RIVER COUN'T'Y PUBLIC WORDS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 VI. SPEED LIMIT ZONES ON COLLECTOR/'ARTERIAL ROADWAYS continued ROADWAY FROM TO SPEED LIMIT .P.H. 20th Avenue 25th Street SW 21st Street SW 35 20th Avenue 21St Street SW 17th Lane SW 35 20th Avenue 17th Street SW Oslo Road 30 20th Avenue Oslo Road 1st Street SW 45 20' Avenue 1st Street SW SR 60 35 Old Dixie Hwy South County Line 12th Street 40 Ofd Dixie Hwy 12th Street Seminole Avenue 35 Old Ducie Hwy Seminole Avenue 20th Street 30 Old Dixie Hwy U.S. 1 49"' St 35 Old Dixie Hwy 49th St 65th St 45 Old Dixie Hwy 65`h St 69th St 40 Old Dixie Hwy 69" St CR510 45 I.R. Drive South U.S.1 Sebastian Cty Lint 30 I.R. Drive Sebastian City Lint North U.S. 1 30 6t' Avenue U.S. 1 21st Street 30 I.R. Boulevard U.S.1 37th' Street 45 I.R. Boulevard 37th Street Grand Harbor Blvd 50 I.R. Boulevard Grand Harbor Blvd 53rd Street 45 NOTE: In accordance with Florida Department of Transportation speed zoning regulations, Florida Statutes Chapter 316, and nationally adopted traffic engineering practices (M.U.T.C.D. —Manual on Uniform Traffic Control Devices), the speed limit on County roadways shall be set as close as possible to the 85th percentile speed; that is, the speed which 85 percent of free-flowing vehicles are traveling at or below. In business and residential areas, the speed limit on paved roadways shall be posted at 30 miles per hour. All unpaved roadways shall remain unposted due to variable surface conditions. Page 15 of 18 71 c. �w INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY. 2014 VTI. SCHOOL 20 M.P.H. SPEED LIMIT ZONES SCHOOL LOCATION A.M. HOURS P.M. HOURS ELEMENTARY BEACHLAND SR60 BEACHLAND BLVD 7:45-9:15 2:45-3:45 CITRUS 4TH STREET 7:45-9:15 2:45-3:45 27M AVENUE 7:45-9:15 2:45-3:45 DODGERTOWN 43RD AVENUE 7:45-9:15 2:45-3:45 FELLSMERE CR 512 7:45-9:15 2:45-3:45 GLENDALE 8TH STREET 7:45-9:15 2:45-3:45 HIGHLAND 6AVENUE SW 7:45-9:15 2:45-3:45 OSCEOLA MAGNET 18TH AVENUE SW 7:45-9:15 2:45-3:45 PELICAN ISLAND SCHUMANN DRIVE NIA NIA ROSEWOOD 16"" STREET 7:45-9:15 2:45-3:45 SEBASTIAN CR 512 7:45-9:15 2:45-3:45 ST. EDWARDS SR AlA 7:40-8:20 3:20-4:00 VER© BEACH 12T" STREET 7:45-9:15 2:45-3:45 MIDDLE SCHOOLS OSLO 20'm AVENUE SW 7:15-8:15 2:20-3:20 GIFFORD 45"H STREET 7:20-8:10 2:35-3:10 Page 16 of 18 72 c. INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 VII. SCHOOL 20 M.P.H. SPEED LIMIT ZONES continued SCHOOL LOCATION A.M. P.M. HOURS HOURS HIGH SCHOOL VERO BEACH 16"' STREET NIA NIA FRESHMAN CENTER 19' STREET NIA NIA WABASSO SCHOOL U.S.1 NIA NIA Page 17 of 18 73 INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION TRAFFIC CONTROL DEVICES MAINTAINED BY INDIAN RIVER COUNTY JANUARY, 2014 VIIL TRAFFIC CALMING ROADWAY FROM TO CALMING DEVICE 1. 5e Avenue SR 64 266 Street Speed Humps 2. 53'd Avenue SR 60 26"' Street Speed Humps 3. 300' Avenue 450 Street 49" Street Speed Humps INDIAN RIVER COUNTY TRAFFIC CALMING POLICY To be considered for traffic calming measures, a County roadway must be a paved, straight and uncontrolled residential street at least one-half mile long, and exhibit the following characteristics. Uncontrolled is defined as containing no STOP signs, traffic signals or other traffic control devices. County arterials, collectors, and other thoroughfare plan roadways designed to promote traffic flow will not be considered. Characteristics (street meets three or more of the following): 1. High speed — average vehicle speeds greater than 35 miles per hour 2. Heavy traffic — traffic volume greater than 10.00 vehicles per day 3. Cut-thru traffic — greater than 50% cut-thru traffic 4. Crash history — pattern of traffic crashes that would be alleviated by traffic calming measures 5. Pedestrians — within one -mile proximity of school, park or recreation area with high pedestrian activity Once a location has been determined by the Public Works Director to be eligible for traffic calming measures, one or more of the following measures may be applied: 1. Speed limit enforcement by appropriate law enforcement agency 2. 4 -way STOP control if warrants are met as contained within the Manual On Uniform Traffic Control Devices 3. Speed humps 4. Roundabout, small traffic circles, chicanes or other geometric features to slow traffic, if adequate right-of-way is donated to the County Prior to implementing #3 or #4 above, a petition demonstrating two-thirds (67%) neighborhood consensus must be received and verified. Page 18 of 18 74 INDIAN RIVER COUNTY, FLORIDA BOARD MEMORANDUM r;' . TO: Joseph A. Baird, County Administrator THROUGH: Christopher R. Mora, P.E. ■� Public Works Director FROM: James D. Gray, Jr.Inl�_ Coastal Engineer ,wIVV SUBJECT; Department Of The Army Right -Of -Entry Agreement— Amendment No. 1— Round Island Beach Park For Environmental Assessment and Response DATE: March 20, 2014 DESCRIPTION AND CONDITIONS On June 18, 2013, the Board approved a Right of Entry Agreement between the County and the Department of the Army for the temporary use of Round Island Beach Park in the event that WW 11 objects known as Horned Scullies were found offshore during the US Army Corps of Engineers (USAGE) debris removal action under the Defense Environmental Restoration Program for Formerly Used Defense Sites (DERP FUDS). As the previously authorized agreement expired on December 31, 2013, the Department of the Army has requested an extension of the agreement until December 31, 2015; no other changes have been made to the agreement. The agreement extension (Amendment No. 1) would allow USAGE contractors the ability to remove WW II Horned Scullies from Round Island Beach Park in the event that a waterway removal was not practical. If Round Island Beach Park is to be used, the Contractor for USAGE will be responsible for aii site restoration to the beach pa rk, will include Indian River County as an additional insured on their Certificate of Insurance, and will coordinate the project with County staff. FUNDING Funding is not required for the execution of the Right -of -Entry Agreement between Indian River County and the Department Of The Army. WkTf1Y' 1' I ■ The recommendation of staff is for the Board to approve the attached Amendment No. 1 to the Right -Of -Entry Agreement between Indian River County and the Department of the Army and authorize the Chairman to sign on behalf of the County. F:Tublic Works\JamesG�Homed Skully Removal 2013\Agenda Item — Right of Entry Agreement - Amendment No. I \agenda item —Right of Entry Agreement USCQE — Amendment 1 — 4-1-14.doex 75 c. Page 2 BCC Agenda Item — Right -of -Entry Agreement April 1, 2014 ATTACHMENT Right -Of -Entry Agreement — Amendment No. 1 (1 original copy) APPROVED AGENDA ITEM O • April 1. 2014 10 J.& Indian River County Approved Date Administration ,+ Budget x� Legal Public Works �•' ly Coastal Eng. 'Division VDG 31?olI4- F:\Public Works\JamesG\Homed Skully Removal 20MAgenda Item w Right of Entry Agreement - Amendment No. I\agenda item —Right of Entry Agreement USCOE —Amendment 1 -- 4-1-14.doex 76 DEPARTMENT OF THE ARMY RIGHT-OF-ENTRY FOR ENVIRONMENTAL ASSESSMENT AND RESPONSE —AMENDMENT No. 1 l3efense Environmental Restoration Program, Site No. 104FLO699 Fort Pierce Naval Amphibious Training Base Indian River County. Florida Project, Installation or Activity Tract Number or Other Property Identification) The undersigned, hereinafter called the "Owner", in consideration for the mutual benefits of the work described below, hereby grants the UNITED STATES OF AMERICA, hereinafter called the "Government", a right-of-entry upon the following terms and conditions. 1. The owner hereby grants to the Government the right to enter in, on, over and across the land described below, for use by the United States, its representatives, agents, contractors, and assigns, as a work area for environmental investigation and response. The work to be performed by the Government includes surveying with a metal detector or other instrument for evidence of the presence of horned scullies and other similar objects, digital geophysical mapping of metal anomalies, removal of selected objects, creation of exclusion zones during the performance of the work, and obtaining environmental samples. Said right of entry shall remain in effect until the completion of this work or by December 31, 2015, whichever is first, at which time it will expire automatically. 2. All tools, equipment, and other property taken upon and placed upon the land by the Government shall remain the property of the Government and shall be removed by the Government upon completion of this work. The County shall designate the location of any equipment to be stored on site at Round Island Park. 3, If any action of the Government's employees or agents in the exercise of this right-of-entry results in damage to the real property or personal property, the Government will, in its sole discretion, either repair such damage or make an appropriate settlement with the Owner. In no event shall such repair or settlement exceed the fair market value of the fee title to the real property at the time immediately preceding such damage. The Government's liability under this clause is subject to the availability of appropriations for such payment, and nothing contained in this agreement may be nsidered as implying that Congress will at a later date appropriate funds sufficient to meet deficiencies. The rovisions of this clause are without prejudice to any rights the Owner may have to make a claim under applicable laws for any damages other than those provided herein. Funding for this phase of work has already been secured and awarded to the contractor. 4. The land affected by this right-of-entry is located in Indian River County, Florida and is described as follows: Approximately 5.5 miles of beach and underwater areas near the shore from the 5t. Lucie County line north to 17th Street, as shown in Exhibit A. This includes Round Island Park which may be utilized for beach access. 5. Except in the case of emergency, the Government must obtain the consent of the owner before closing Round Island Park or any dune crossovers. 6. Any of the Government's agents, contractors, and assigns shall list the Owner as an additional insured on all policies of insurance required by any agreement with the Government. The evidence of insurance shall be forwarded to the Owner prior to any agents, contractors, and assigns beginning their work on the property. 7. The Government and its agents, contractors, and assigns shall comply with all local, state and federal laws, codes, rules and regulations including turtle nesting. c. Page 1 of 3 77 �w Executed this �w Signed this 101 day of 2014 UNITED STATES OF AMERICA day of 2014 By: Mark E. Bennett Chief Management and Disposal Real Estate Contracting Officer OWNER(S) BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY M Peter D. O'Bryan, Chairman Attest: Jeffrey R. Smith, Clerk of Court and Comptroller By: (Seal) Deputy Clerk Approved: By: ME E 0 aird, County Ad ministrator William K. NBraal, Deputy County Attorney Page 2 of 3 78 Exhibit A Page 3 of 3 79 LS2!ent INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Honorable Board of County Commissioners THROUGH: Joseph A. Baird, Administrator THROUGH: John King, Director Department of Emer� Verices I FROM: Brian S. Burkeen, EMS Chief Department of Emergency Servic s 0 DATE: March 18, 2014 SUBJECT: Approval of Renewal for a Class "B" Certificate of Public Convenience and Necessity for Coastal Health Services of Brevard Inc. to Provide Interfacility Ambulance Transportation Services. On March 6, 2012, the Indian River County Board of County Commissioners approved a Class "B" Certificate of Public Convenience and Necessity for Coastal Health Services of Brevard Inc. to provide interfacility ambulance medical transportation originating within Indian River County. This certificate was necessary in order to comply with Indian River Code of Laws and Ordinances as specified in Chapter 304. The certificate was approved for a period of two (2) years and will expire May 4, 2414. The Indian River County Code provides for routine renewal of the EMS Certificate of Public Convenience and Necessity on an application by the certificate holder. This can be accomplished without a public hearing if the Board has no reason to believe that the public health, safety, and welfare require it. An application for the renewal of the Class "B" Certificate of Public Convenience and Necessity has been submitted by Coastal Health Services ofBrevard Inc. Staff has reviewed the application and no reasons are known or perceived that would require a public hearing pursuant to the established ordinance. FUNDING: There are no funding requirements for this item. 80 RECOMN ENDATION: Staff respectfully recommends that the Board of County Commissionersapprove renewal ofthe Class "°B" Certificate of Public Convenience and Necessity for Coastal Health Services of Brevard Inc., to be effective for a period of two (2) years from May 4, 2014, to May 4, 20 16. ATTACHMENTS:+* - Renewal Application from Coastal Health Services of Brevard Inc. APPROVED FOR AGENDA FOR: ADril1.21314 BY: Vou os hA. Baird nty Administrator cW �W '^ �`'�►`9 I i 81 January 30, 2014 Indian River County Fire Rescue 4225 43rd Ave Vero Beach, FL 32967 772-226-3900 fax 772-226-3868 Coastal Health Systems of Brevard 486 Gus Hipp Blvd. Rockledge, FL 32955 Dear Coastal Health Systems of Brevard: ECEIVE FEB p 32014 BY: On 5!412()12 your agency was issued a Class B Certificate of Public Convenience and Necessity (COPCN) from the Board of County Commissioners of Indian River County for the purposes of providing wheelchair transport services. This was in compliance with the September 19, 1995 ruling of the Board of County Commissioners regarding the establishment of regulations governing wheelchair services which resulted in the approval of amendments to Chapter 304 of the Indian River County Code of Laws and Ordinances, to include wheelchair and non -emergency (ambulatory) services with the amended ordinance titled "Life Support and Wheelchair Services." Each certificate is valid for two years. Your current certificate will expire on 514!2014 and will need to be updated. Attached is a new application. Please complete and return no later than April 1, 2014 to: Indian River County Department of Emergency Services Attn: Brian Burkeen, Assistant Chief 4225 43`d Ave Vero Beach, FL 32967 If you have any questions or concerns, you can contact me at (772) 226-3864 Sincerel , *� Brian Burkeen, Assistant Chief — n � Division of Emergency Services `<ZM �• Cnz< cc: John King, Director fta cc © rn 82 4"rte INDIAN RIVER COUNTY mf° DEPARTMENT OF EMERGENCY SERVICES (Iiiiw " 5APPLICATION FOR CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY (COPCN) APPLICANT NAME: DATE: APPLICATION FEE: $100.00 APPLIES TO INITIAL APPLICATIONS ONLY. If payment applicable, make check payable to INDIAN RIVER COUNTY FIRE RESCUE. El This is a new application; fee is attached. N This is a renewal of our present COPCN. This is a renewal of our present COCPN with ownership or classification changes.. CLASSIFICATION OF CERTIFICATE REQUESTED Please check applicable boxes and options. Class A ❑ _BLS _ALS Governmental entities that use advanced life support vehicles to conduct a pre- hospital EMS ALS /BLS service. Class B El SLS GALS Agencies that provide non -emergency ambulance inter -facility medical transport at the ALS/BLS level. Class C ❑ _BLS _ALS Agencies that provide non -emergency ambulance inter -facility medical transports which rewire special clinical capabilities and require a physician's order. Class D ❑ _BELS _ALS Agencies that provide non -emergency ambulance medical transports limited to out of county transfers. Class E ❑ Wheelchair Wheelchair/Stretcher Ambulatory Transport Agencies that provide wheelchair transportation service only where said services are pard for in part or in whole either directly or indirectly with government funds. Class E1 ❑ Wheelchair Wheelchair/Stretcher Ambulatory Transport Agencies that provide wheelchair vehicle service where said services are not pard for in part or in whole either directly or indirectly with government funds. U:\BetM13eth Casano E©C1COPMRENEWAL PACKETSICOPCN Application.doc 83 II. COMPANY DETAILS 1. NAME OF AMBULANCE SERVICE: MAILING ADDRESS: CITY 4� _COUNTY ZIP CODE: _'�Za,- BUSINESS PHONE:1 2. TYPE OF OWNERSHIP(i.e. Private, Government, Volunteer, Partnership, etc.): 3. MANAGER'S NAME: t ,`j`,4w. (N\c r ADDRESS. �. �.cG� ' .bf PHONE #; 4. PROVIDE NAME OF OWNER(s) OR LIST ALL OFFICERS, PARTNERS, DIRECTORS, AND SHAREHOLDERS, IF A CORPORATION (attach a separate sheet if necessary): NAME ADDRESS POSITION 5. PROVIDE DAMES AND ADDRESSES OF AT LEAST THREE (3) LOCAL REFERENCES NAME ADDRESS PHONE# �&& .akC i 1� ].9L � C'CA 1 r.�nl� AL -1 \I,, QiC�L x'40? -,Z- w WBeth)Beth Casano E0=0PCNIRENEWAL PACKETSICOPCN Appfication.doc 84 6. FUNDING SOURCE: g 7. RATE SCHEDULE ATTACHED? YES N NO ❑ NIA p 6. LIST THE ADDRESS(es) OF YOUR BASE AND ALL SUB -STATIONS: III, COMMUNICATIONS INFORMATION: TYPES OF RADIOSIEQUIPMENT: 1. RADIO FREQUENCY (ies) Ins; ElU 2. RADIO CALL NUMBER(s) ur,.,-4s 3. LIST ALL HOSPITALS AND OTHER EMERGENCY AGENCIES WITH WHICH YOU HAVE DIRECT RADIO COMMUNICATIONS: FROM AMBULANCE FROM BASE STATION A �T n6 es UABeth\Beth Casano EOMCC]PMRENEWAL PACKET=0PCN Application.doc i 85 IV. ADDITIONAL INFORMATION REQUIRED TO 13E SUBMITTED iliiiiiw WITH THIS APPLICATION: RENEWAL APPLICANTS FOR CLASSES A -D NEED ONLY #'s 4.9 RENEWAL APPLICANTS FOR CLASSES E AND E-1 NEED ONLY #'s 6 — 9 1. Factual Statement indicating the public need and services, including studies supporting the demonstrated demand and feasibility for the proposed service(s) and deficiencies in existing services, and any other pertinent data you wish to be considered. 2. Factual statement of the proposed services to be provided, including type of service, hours and days of operation, market to be served, geographic areas to be serviced, and any other pertinent data you wish to be considered. 3. Factual Statement indicating the ability of the applicant to manage and provide the proposed services, including the management plan, maintenance facilities, insurance program, accounting system, system for handling complaints, system for handling accidents and injuries, system for providing the county monthly operating reports and any other pertinent data you wish to be considered. 4-5 4. Copy of Standard Operating Procedures. 5. Copy of Medical Protocols. 6. Copy of your insurance policy — must show coverage limits — 7. Vehicle information. For each vehicle provide the following: a. Make, Model, Year, Manufacturer b. Mileage c. VIN # d. Tag Number e. Passenger capacity (E/E1 classification) f. Indicate ALS/BLS (A -D classification) 8. Personnel Roster. For each employee provide the following: a. Name -- Last, First and Middle Initial b. Driver's License # (if commercial, specify class) & Expiration Date ADDITIONAL INFO REQUIRED FOR A -D classifications c. Emergency Medical Service Certification and # (EMT or Paramedic) d. Expiration date of Certification e. Whether or not has an Emergency Vehicle Operation Certificate. 9. Fee Schedule Inc[: Service Type, Base Rate, Mileage, Waiting & Special Charges UABeNBeth Casano EOCICOPCWRENEWAL PACKETSICOPCN Applicativn.doc 4 86 V. NOTARIZED STATEMENTS Fill in Statements as applicable. E or E1 APPLICANTS I, , the representative of Applicant Name do hereby attest that the Business Name of Service above named service meets all the requirements of, and that l agree to comply with, all applicable provisions of Chapter 304, Life Support and Wheelchair Services. A -D APPLICANTS the representative of Applicant Name Business Name of Service do hereby attest that the above named service will provide continuous service on a 24-hour, 7 -day week basis. I do hereby attest that the above named service meets all the requirements for operation of an ambulance service in the State of Florida as provided in Chapter 401, Part III, Florida Statutes, Chapter 64E-2, Florida Administrative Code, and that I agree to comply with all the provisions of Chapter 304, Life Support Services. ALL APPLICANTS further acknowledge that discrepancies discovered during the effective period of the Certificate of Public Convenience and Necessity will subject this service and its authorized representatives to corrective action and penalty provided in the referenced authority and that to the best of my knowledge, all statements on this appUqAtion ari,trijera�d correct. UVIA1 Ai5PL'1CANT ATURE DATE Before me personally appeared the said _ cs � ? who says that he/she executed the above intrument of his/her own free will and accord, with full knowledge of the'purpose Cher, --S and subscribed in my presence this ��day of 2OIL '' My commission expires: NCS FEU'.dpl F3. DEVoi= * ray COMM ISS ION 0 EE 166703 EXPIRES: June 6, 20f8 tJ:19e4h18eth Gasano E0000PCNIRENEWAL PACKETS=PCN Application.doc w�',, ,,OF r Bended Thru Budpl*arj SeyjCe3 di MARKEL INSURANCE COMPANY COMMERCIAL GENERAL LIABILITY COVERAGE PART • DECLARATIONS Polis No: MTK70002501-00 Effective Date: 05/27%2013 Policy 17-rIl A AA gtanrtarrl Times General Aggregate Limit (Other Than Products -Completed Operations) $2,000,000 Products -Completed Operations Aggregate Limit $2,000,000 Personal and Advertising injury Limit $1,000,000 Each Occurrence Limit $1,000,()00 Damage To Premises Rented To You Limit SEE MGL 1215 Any One Premises SEE MGL 1215 Any One Person Medical Expense Limit Coverage A of this Insurance does not apply to 'bodily injury' or 'property damage' which occurs before the Retroactive Date, if any, shown here: (Ertee Dare a'Nme' N no Rsroactlre Date aPpfi'S) DESCRIPTION AND LOCA Form of Business: corporation SusineSs Description: Ambulance Service t Location of All Premises You Own, Rent or Occupy: SEE ATTACHED "EXTENSION OF DECLARATIONS" PREMIUM Advance Classification Code No. Premium Basis _ Rate Premium SEE ATTACHED "EXTENSION OF DECLARATIONS" Total Advance Premium. $12, 379 FORMS AND ENDORSEMENTS (otherthan applicable Forms and Endorsements shown elsewhere in the policy) Forms and Endorsements applying to this Coverage Fart and made part Oithis policy at time of issue: SEP "SCHEDULE OF FORMS AND ENDORSEMENTS" THESE DECLARATIONS 70GETHER W114T4E COMMON POLICY CONDITIO NS, COVERAGE PART DECLARATIONS, COVERAGE PART COVERAGE FORMS) AND FO RMS AND EW)ORSEMFWS, IF ANY, ISSUED TO FORMA PART THE REOR COMPLET€ THE ABOVE NUMBERED POL ICY., MD011 (9/99) ncW06 GOW19Ma0 m,tolo, a nuv ce serA­ omGo, mc,. wrih it. P— Page 1 of 4 di COMMERCIAL GENERAL LIABILITY POLICY NUMBER; MTK7 00 025 0 1 - 00 MARKEL INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. MEDICAL TRANSPORT SERVICES PROFESSIONAL LIABILITY COVERAGE This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEDULE Each Medical Incident Limit: $1,000,000 Medical Transport Services Professional Liability Aggregate Limit: $2,000,000 Non -Monetary Legal Expense Reimbursement Aggregate Limit: $2,500 -f i. The following are added to SECTION I - COVERAGES: A. MEDICAL TRANSPORT SERVICES PROFESSIONAL LIABILITY 1. Insuring Agreement a. We will pay those sums that the insured becomes legally obligated to pay as "damages" because of an "injury" arising out of a covered "medical incident" to which this insurance applies. We will have the right and duty to defend the insured against any "suit' seeking such "damages". However, we will have no duty to defend the insured against any "suit" seeking such 'damages" for "injury' to which this insurance does not apply. We may, at our discretion, investigate any "medical incident" and settle any "claim' or "suit" that may result. But: (1) The amount we will pay for "damages' is limited as described in SECTION ill. LIMITS OF INSURANCE of this endorsement; and (2) Our right and duty to defend end when we have used up the applicable Limit of Insurance in the payment of judgments or settlements. No other obligation or liability to pay sums or perform acts or services is covered unless explicitly provided for under Supplementary Payments - b. This insurance applies to "damages" because of "injury"arising out of a "medical incident"only If; (1) Such "injury" takes place in the "coverage territory"; and (2) Such "injury" occurs during the policy period. 2 Excfuslons a. The following exclusions are added only as respects coverage provided by this endorsement: (1) Liability assumed by the insured under any contract or agreement- This exclusion does not apply to liability: (a) For "damages" that are assumed by the insured in a written contract or agreement and arise out MGL 1216 0912 includes copyrighted material of Insurance Services Office, Inc. Page 1 of 6 with its permission. 89 Markel Insurance Company AIIW POLICY NUMBER: MTU70002501-00 F-XCESSNMBRELLA PREVIOUS POLICY NUMBER: NEW MD 067 -FL 08 03 EXCESS/UMBRELLA DECLARATIONS yarned Insured and Mailing AOdress: Agent's Named and Mailing Address: Coastal Health Systems of Brevard Inc Cindy Elbert Insurance Services 485 Gus Hipp Blvd. 15182 N 75th Ave #100 Rockledge, FL 32955 Peoria, AZ 85381 ProducerNumber' AZ15070K �cIE Period From: 5/27/13 TO: 5/27/14 Al 12:01 a.m. standard time at your mailing address she" above "his policy provides Excess Lability coverage only or Umbrella Liability coveraoe c Only the pokey provisions applicable to the type of coverage checked in the aboue box will apply. Please refer to the approprWte sections of the policy for what is and is not covered according to the coverage�t pft In return for the payment of the premium and subject to all the terms of this parity, we agree to provide the insurance as stated in this policy. Policy Premium: $1B, 595.00 Direct Billed A22ncy Billed Limps of Insurance: General Aggregate $ 1,000,000 Products -Completed Operations Aggregate $ 1,000,000 Each Occurrence $ 1, 00D, 000 Each Person— Personal and Advertising Injury $ 1,000,000 Self Insured Retention -- Each Occurrence $ 10,000 Forms and Endorsements attached to this policy at time of issuance: SEE SCHEDULE OF FORMS AND ENDORSEMENTS Issue Date: May 31, 2013 At: Kennesaw, GA By: Greg Thompson (Authorized Representative) MD 067 -FL 08 03 Copyright, Markel Insurance Comparry, 2003 page 1 of 4 90 NAmorl Inti irnrl- -...�� aysEems or Brevard Inc HollCy Number: MTU700025a1-00 EXCESS/UMBRELLA POLICY SCHEDULE OF UNDERLYING INSURANCE Carrier, Policy Number, Poli2y Period if Applicable Type of Coverage Underlying Limits of Insurance Markel insurance Company, [A Commercial General Liability $ 2,000,000 General Aggregate MTK70002501-04, 5/27/13 - 5/27/14 Professional Liability $ 2,000,000 Products -Completed Operations Aggregate Child Care & Teachers $ 1,000,000 Each Occurrence Limited Professional Liability �] Heath & Fitness Limited $ 1,000,000 Personal & Advertising injury - Professional Liability Each Person or Organization E] Horse Trainers & Riding Instructors' Limited Professional Liability Liquor Liability $ Aggregate ❑Sexual Abuse & Molestation $ Per Person, Per Occurrence ❑ Non -Owned Automobiles $ Per Occurrence ❑ Hired Automobiles $ Per Occurrence Professional Liability $ Each Wrongful Act $ Aggregate Educator's Liability $ Each Wrongful Act $ Aggregate Employee Benefits Liability $ Each Employee $ Aggregate Liquor Liability $ Each Common Cause $ Aggregate irectors & Officers Liability $ Aggregate $ Each Occurrence El Counseling Liability $ Aggregate $ Each Occurrence Farm Liability $ Aggregate $ Personal & Advertising Injury $ Each Occurrence ❑ Private Horse Owner's Liability $ General Aggregate $ Each Occurrence An' ?C' in the boxes above ( ❑ j indicates these coverages are provided by the underlying policies. MD 087 -FL 08 03 Copyright, Markel insurance Compary, 2003 Page 2 of 4 91 Named insured: Coastal Health systems of Brevard Inc Policy Number: MTU70002501-00 'EXCESS/UMBRSLLA POLICY Carrier, Policy Number, SCHEDULE OF UNDEROUG INSURANCE Continued Pori Period if R licable Type of Coverage Underlying Limits of Insurance Markel Insurance Company, ER Business Automobile Liability 1+1TA70002501_00 5/27/13 - 5123/14 IS Owned Automobiles $ 1,000,000 Each Accident ® Non -Owned Automobiles Hired Automobiles Garage Liabi3ity ❑ Owned Automobiles $ Each Accident-- Garage Operations Auto Only El Non -Owned Automobiles $ Other than Auto Only Hired Autornobiles $ Aggregate — Garage Operations Other than Auto On 1Z $ Bodily Injury by Accident E] Stop Gap Employers Liability $ Bodily Injury by Disease — Each Person $ Bodily Injury by Disease — Policy Limit $ Bodily injury by Accident El Employer's Liability $ Bodily Injury by Disease — Each person $ Bodily Injury by Disease -- Policy limit An'X' in the boxes above ( [) indicates hese coverages are provided by the underlying policies. 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W fQn O N 1 4 [$ + w W W N Q1 (WG r. p A W u N N 6 W W. C 111 V N O b W N ��jl W 4 O1 W ID W N W 4 95 c. 96 COASTAL HEALTH SYSTEMS OF BREVARD, INC. TRANSPORT RATE SCHEDULE AMBULANCE TRANSPORTATION BLS Non -Emergency $225.00 ALS Non -Emergency $275.00 SLS Emergency $330.00 ALS Emergency $390.00 ALS -2 $570.00 ALS -SCT $675.00 All Mileage $9.00 per mile Stand -By or Waiting Time $100.00 per hour or increment thereof In addition to Coastal's primarily non -emergency inter facility services, Coastal routinely renders ambulance services in response to facility requests that fall into the Center for Medicare and Medicaid Services (CMS) guidelines qualifying Coastal fpr reimbursement under the CMS code for ALS or BLS Emergency based on the "immediate response" criteria. 77ie current CMS definition for Emergency is not based on "lights and sirens it is based on "immediate response". Under this contract Coastal will bill the ALS or BLS Emergency rates only when an immediate response is rendered following an inter facility or 911 request and only when all other CMS criteria for this type of transport have been met. SERVICE CHARGES for ADDITIONAL PERSONEIISPECIAL EQUIPMENT Stair Chair Hydraulic Stretcher Use — Lift Assist $ 100 Additional Charge for each service 1 crew 1 equipment. *There is a one-hour minimum charge for all wait time. Note. The above rates are subject to change based on changes made by Medicare or by Coastal's Ambulance Franchise Contract with Brevard County and will be automatically updated in Coastal's billing database on the effective date of each change. �w 97 CONSENT Indian River County Inter -Office Memorandum Office of Management and Budget To: Members of the Board of County Commissioners Date: March 24, 2014 Subject: Children's Services Funding Allocation for Fiscal Year 014 2015 From: Mason E. Brown --� Director, Management R Budget Description and Conditions Each year, the Board of County Commissioners approves a funding allocation for Children's Services. This amount is then allocated to the applicants based upon recommendations of the Children's Services Advisory Committee. County staff is recommending that the Board approve the allocation for Children's Services agencies at $623,890 for fiscal year 2014/15. This amount is the same allocation as awarded for the current fiscal year 201312014. �W Recommendation Staff recommends that the Board of Commissioners approve funding for Children's Service agencies at the current fiscal year allocation of $623,890 for fiscal year 201412015. Attachment Funding History Children's Services APPROVED AGENDA ITEM: BY: oseph A. Baird County Administrator FOR: April 1, 2014 �W Indian River Count A roved pate Administrator�� % County Attorney 2A 1Af Budget`j Department Risk Management ii, Children's Services Advisory Committee Funding History FY 1997198 through FY 2013114 Total Approved Fiscal Year Funding Increase 1997/1998 $81,370 1998/1999 $293,835 261.1% 1999/2000 $414,072 40.9% 2000/2001 $750,000 81.1% 2001/2002 $900.000 20.0% 2002/2003 $900.000 0.0% 2003/2004 $1,147,750 27.5'% 200412005 $1,223,000 6,6% 2005/2006 $1,173,000 -4.1% 200612007 $1,208,100 3.0% 200712008 $1,100,000 -8.9% 2008/2009 $882,700 -19.8% 2009/2010 $768,100 -13.0% 2010/2011 $691,290 -10.0% 201112012 $656,726 -5.0% 2012/2013 $623,890 -5.0% 2013/2014 $623,890 0.0% Children's Services Funding History $1.4 $1.2 0 $1.0 c $0.8 $0.6 $0.4 $0.2 $0.0 Fiscal Year ;udget12013-2014 Budgetlfunding history 97-98 through 13-14 3/25/2014 99 CONSENT AGENDA INDIAN RIVER COUNTY OFFICE OF MANAGEMENT AND BUDGET PURCHASING DIVISION DATE: March 24, 2014 TO: BOARD OF COUNTY COMMISSIONERS THROUGH: Joseph A. Baird, County Administrator Jason Brown, Director, Office of Management and Budget FROM: Jennifer Hyde, Purchasing Manag , SUBJECT: Rejection of Bids for IRC Bid No. 2014028 Roseland Lake Clearing and Dredging BACKGROUND: On behalf of the Engineering Division, competitive sealed bids were requested for excavation of Roseland Lake (located at 7925 1261h Street) to remove existing muck and siltation from road illiiw runoff. The bid results are as follows: Bid Opening Date: Advertising Date: DemandStar Broadcast to: Specifications Requested by Replies: BID RESULTS: March 21, 2014 at 2:00 pm February 19, 2014 731 Subscribers 54 Vendors Two Vendors Bid�der a Y . �Clty%5fa Now „ of _I�aj"ekci. Fender Marine Construction Oriando, FL *DQ Tim Rose Contracting Vero Beach, FL $185,570.00 -i-enaer marine uonstructlon talied to return several mandatory torms and was disqualified. ENGINEER'S ESTIMATE: $100,000.00 SOURCE OF FUNDS: Funding for the project is available in the Secondary Roads — Other Contractual Services account (10921441-033490). RECOMMENDATION: The single responsive bid significantly exceeds the budgeted allocation for this project. Staff liliw+ recommends this bid be refected and staff be authorized to obtain additional topographic MABidsU013-2014 FY (2014000)12014028 Roseland Lake Clearing and DredginglAgenda - Rejected Bid.doc 100 �w �w �w CONSENT AGENDA survey and geotechnical information so the specifications may be revised and the project rebid on a unit price basis. ATTACHMENTS: Department Recommendation APPROVED AGENDA ITEM BY: Jose h A. Baird, County Administrator F �f r M:IBids12013-2014 FY (2014040)12014428 Roseland Lake Clearing and DrtdgingUgenda - Rejected Bid.doc 101 OR INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Jennifer Hyde, Purchasing Manager THROUGH: Christopher R. Mora, P.E., Public Works Direknager Christopher J. Kafer, Jr., P.E., County Enginee 'Michael D. Nixon, P.E., Roadway Production'�W FROM: Etienne B. Bourgeois, P.E., Project Engineee SUBJECT: Bid No. 2014028 Roseland Lake Clearing & dredging IRC Project No. 1219 DATE: March 24, 2014 The Roseland Lake clearing & Dredging project attracted only 2 contractors to submit bids. One contractor failed to provide all documents required for an acceptable hid, resulting in disqualification. The second contractor's bid is 80% higher than the construction budget for the project. Staff believes contractors may have been discouraged from bidding the project for a Lump Sum fee due to the risk involved with estimated quantities. Staff recommends rejecting all bids and reissuing the project for bidding at a later date. Following rejection of the bids forthe Roseland Lake Clearing and Dredging, staff recommends approval to obtain additional topographic survey data and geotechnical information to revise the construction plans and specifications. The revised pians and specifications will allow for a unit price based construction contract. Staff expects bidding of a unit price contract to result in additional responses and more competitive prices since the contractors have increased protection from costly unforeseen circumstances during construction. F-Tublie WorksTNGINEERING DIVISION PRO]ECCS1I219-ROse1andt eks ImprovementMdmuT)%c espondence12O14028 Rejocl Bids Memo.doc 102 INDIAN RIVER COUNTY, FLORIDA AGENDA'ITEM M �w Assistant County Administrator I Department of General Services To: The Honorable Board of County Commissioners Through: Joseph A. Baird, County Administrator From: Michael C. Zito, Assistant County Administrator Subject: Agreement with FMG Publications to host the 2414 Shooting Industry Masters DESCRIPTION AND CONDITIONS: By letter dated September 22, 2013, FMG Publications Inc. ("FMG"} acknowledged that the Indian River County Public Shooting Range had been selected to host the 2014 Shooting Industry Masters event. The Shooting Industry Masters is a closed event featuring a three -gun style shooting match. It is open to firearm industry related teams including industry executives, special guests and sport shooting celebrities. Now in its twelfth year, the Shooting Industry Masters donates 100% of the tournament proceeds to the USA Olympic Shooting Team, the USA Shooting Team, and the "First Shots" education outreach program. The Masters is owned and operated by FMG, publishers of GUNS Magazine, American Handgunner, American Cop, Shooting Industry Magazine and eight Special Editions. ANALYSIS On October 15, 2013, Staff made a presentation to the Board of County Commission announcing the site selection for the 2414 Shooting Industry Masters Tournament scheduled for July 17— 19, 2014. The presentation included a summary of the County's response to FMG's Request For Proposals, an improvement project timeline, and calendar of events including the Opening Ceremony and Dinner on Thursday July 17, 2414 to be hosted by Indian River County and the Treasure Coast Sports Commission at Historic Dodgertown. The Shooting Industry Masters is expected to generate over 1200 room nights in Indian River County. Attached please find the Agreement between the County, FMG Publications Inc., and the Treasure Coast Sports Commission. FUNDING• Under the terms of the Agreement, the Shooting Range will receive a range usage fee of $14,400 in cash or a combination of no less than $10,000 in cash and up to $4,000 in steel targets. The range fee is to be paid by FMG and sponsored in part by the Treasure Coast Sports Commission. The Sports Commission's sponsorship will include a contribution from the Florida Sports Foundation, a division of Enterprise Florida. The Range will look to fund additional costs typically associated with large events, such as portable restrooms and volunteer shirts, from the range fees or corporate sponsorships. The Agreement also designates Sandridge Golf Club to host the opening day charity golf tournament to benefit FMG's designated charity, Honored American Veterans Afield ("HAVA"). ,Wr The tournament is to be administered and promoted by the Treasure Coast Sports Commission. No less than 50% of the total tournament entry fees collected will be donated to HAVA. With an F;\Assistant County Administrator\AGENDA 1TEMS120WBCC 03 MAR 20I4\BCC Memo Approval of 2014 Shooting Industry Master Agreement.doc 103 cw entree fee of $100 per player, the tournament could generate as much as $12,000. At standard summer rates, Sandridge Golf Club is projected to realize up to $3000 in golf fees leaving $3,000 to cover direct expenses associated with the golf outing including an awards luncheon. The primary funding obligation of the County and the Sports Commission is hosting the Opening Ceremony and Dinner at Historic Dodgertown. The cost of the dinner is estimated at approximately $16,000 plus incidentals such as program brochures. By also acting as a sponsor, Historic Dodgertown has agreed to allow other corporate sponsors to supply selected beverages at no cost to the County. Working directly with County staff, the Treasure Coast Sports Commission is projecting to fully fund the event through corporate sponsorships and in-kind contributions, along with a labor force of volunteers, including security provided by the Indian River County Sheriffs Office and the Florida Fish and Wildlife Service. Should the sponsorship drive fall short of fully funding the dinner, the Sports Commission would apply for a budget amendment to its annual allocation of tourist tax, but only if covering the shortfall would compromise the sponsorship of another scheduled sporting event in Indian River County. The initial response to the publication of the sponsorship brochure has been positive. RECOMMENDATION: Staff' recommends that the Board of County Commissioners approve the attached agreement and authorize the Chairman to sign. ATTACHMENTS: Shooting Industry Masters Agreement Approved Agenda Item BY: Joseph A. Baird County Administrator FOR: Indian River Co. Approved Date Administration County Attome 3 l Budget Department Risk Management o FAAssistant County Administrator\AGENDA ITEMS124141BCC 03 MAR 201418CC Memo Approval of 2014 Shooting Industry Master Agreement.doc 104 SHOOTING INDUSTRY MASTERS AGREEMENT THIS SHOOTING INDUSTRY MASTERS AGREEMENT (hereinafter "Agreement") is entered into as of the day of March, 2014 (hereinafter "Effective Date") by and among Indian River County, Florida, a political subdivision of the State of Florida (hereinafter "County") and Publishers Development Corporation, an Illinois corporation (hereinafter "FMC'j and the Treasure Coast Sports Commission, a Florida not-for-profit corporation (hereinafter "Commission'). WHEREAS, the County maintains the Indian River County Public Shooting Range (hereinafter "Range") in Indians River County, Florida, and WHEREAS, FMG has chosen to conduct the 12th Annual Shooting Industry Masters (hereinafter "Masters') at the Range in July of 2014; and WHEREAS, FMG, the Commission and the County will be conducting several events in conjunction witb the Masters; and WHEREAS, FMG, the Commission and the County desire to enter into this Agreement setting forth the certain terms and conditions with respect to the Masters and any and all related events; and NOW, THEREFORE, in consideration of the foregoing and the mutual benefits, undertakings and covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: Section 1. Ado tion of "Whereas" Clauses. The above recitals are true and correct and are incorporated herein. Section 2. Firearms Ammunition and Event Materials Storage - 2. 1. tora e. 2.1. On or after May 1, 2414, FMG shall deliver a 15' x 8' x 8'6" container {hereinafter "Container"} to the Range. The Container shall be placed between the sporting clays course and the 5 -stand, and shall be locked at all times. Only the Range Master 1 of the Range is permitted to have a key to the Container. FMG shall remove the Container from the Range on or before July 31, 2014. 2.2. On or after May 1, 2014, FMG shall deliver to the Range the ammunition that it intends to use at the Masters. The County shall receive, log and place the referenced ammunition into the Container. 2.3.. On or after July 15, 2414, FMG may deliver firearms and any and all supplies and other equipment to the Range that will be used at the Masters. Page 9 of 9 2.4. From July 15, 2414, through July 20, 2014, the County shall provide 24-hour oversight of the firearms, ammunition, supplies and other equipment being stored at the Range on behalf of FMG for the Masters. 2.5. Neither the County, including its commissioners, officers, directors, managers, employees, representatives, officials, associates, successors, insurers, agents, attorneys and assigns nor the Commission, including its commissioners, officers, directors, managers, employees, representatives, officials, associates, successors, insurers, agents, attorneys and assigns shall be liable or responsible for any accident or damage that may occur to any items associated with the Masters. If the County chooses to store any firearms or ammunition for a sidematch participant, the County is solely responsible for any accident or damage that may occur. Section 3. Exclusive Use of the Range. FMG shall have the exclusive and unlimited right to use the Range from Monday, July 14, 2014, to Sunday, July 20, 2014. The Range shall be closed to the public on the above -referenced dates. However, the County may re -open the Range for the public on Sunday, July 20, 2014, if FMG has vacated the Range. The Range shall be deemed to be vacated if 1~MG,s firearms, supplies and other equipment, excluding the Container referenced in Section 2.1 of this Agreement, have been removed from the Range. In the event that the Masters is extended until Sunday, July 20, 2014, as set forth in Section 6.5 below, FMG must remove all of its firearms, supplies and other equipment, excluding the Container referenced in Section 2.1 of this Agreement from the Range by noon, Monday, July 21, 2014. Section 4. Sho-ofing Industry Masters Honors for HAVA Golf Tournament. On Thursday, July 17, 2014, the County shall host the Shooting Industry Masters Honors for NAVA Golf Tournament at the Sandridge Golf Club (hereinafter "Golf Tournament"). A maximum of 120 players will be permitter) to participate in the Golf Tournament (hereinafter "Participants"). The registration for the Golf:' Tournament shall be open to the public, however, 20 places will be reserved for special guests associated with FMG and the County. The fee for participating in the Golf Tournament shall be $100 per Participant. The County shall be responsible for collecting the fee from the Participants. The County shall donate a minimum of 50% of the fees received from Participants to the Honored American Veterans Afield ("HAVA"). The County shall also donate all proceeds derived from prize raffles and sales of "mulligans" to NAVA. The County shall provide continental breakfast, an awards luncheon following the Golf Tournament and tee package gift bags for all of the Participants. The County may obtain sponsors for the Golf Tournament and shall keep all proceeds from such sponsorships, as set forth in section 12. The County reserves the right, at its own discretion, to utilize a second golf course at Sandridge Golf Club, to allow for more than 120 Participants in the Golf Tournament. The County is 'solely responsible for all aspects of planning for, coordinating, operating and ruining the Golf Tournament. FMG is in no way responsible or involved in the Golf Tournament. Page 2 of 9 106 �W Section 5. Western BBQ at Historic Dod eg_rtown. On Thursday, July 17, 2014, the County and the Commission have the option to host a community event for FMG from 6 p.m. to 10 p.m. with a western BBQ theme at Historic Dodgertown in Vero Beach, Florida (hereinafter "BBQ Event'). The Commission shall pay for the food for the BBQ Event. Alcoholic beverages will be provided and paid for by outside sponsors. On or before April 17, 2014, FMG shall provide Commission and County with the total number of individuals who plan on attending the BBQ Event. No more than 600 individuals will be permitted to attend the B13Q Event. Section 6. The Masters. 6.1. On Friday, July 18, 2014, and Saturday, July 19, 2014, FMG shall conduct and the County shall allow the Masters at the Range. 6.2- Beginning no later than Tuesday, July 15, 2014, the County shall provide the following facilities and targets to FMG for the Masters: * A sporting clays course that can accommodate 200 shooters per day; * 100 sporting clays targets per shooter to accommodate a Sporting Clays Course of Fire; * A 35 -position, 25 -yard pistol range; * A 29 -position rifle range; * Use of trail near the archery range for Airsoft team event; and • The Opportunity for side matches at the 29 -position 100 -yard rifle range, airgun range and static archery range. 6.3. During the Masters, the County shall also provide * 30 volunteer pullers for the Sporting Clays Target Range during all hours of operation throughout each day; * 30 additional volunteers to assist during all hours of operation throughout each day; * Portable toilets, trash bins and water coolers to accommodate 500 people; • Clean up during and after all hours of operation; * Adequate drinking water for 5+00 people; * Staging area with PA system; Page 3 of 9 107 �W • Indian River County Fire Rescue Division personnel at the Range during all hours of operation; and • Parking Plan as set forth in Exhibit A 6.4. FMG shall be responsible for catering lunch during the Masters for all participants and volunteers, 6.5. If there is a delay in the Masters due to weather or for any other reason, Sunday, July 20, 2014, shall be reserved as a "make-up" day for the Masters. FMG shall provide lunch at the Masters on the "make-up" day. 6.6. FMG intends to offer the Masters participants a Course of Fire event. FMG shall provide all of the steel targets necessary for the Course of Fire. The Course of fire shall be restricted to the designated range line areas unless the details of the event are disclosed to and approved by either the Deputy Division Commander of Law Enforcement Services or the Range Master 1 of the Range. Section 7. Range Expansion. The County agrees to complete the additional side wall adjacent to existing handgun range to serve as additional live -Ere area (a minimum 82' x 105) prior to June 30, 2014. Section 8. Seeuri for the Masters. At all times during which FMG has exclusive use of the Range as provided in Section 3, above, the County shall provide adequate and appropriate levels of security. At all times during which the Masters is being conducted as provided in Section 6 of this Agreement, the security provided by the County shall include uniformed and armed personnel from the Indian River County Sherifrs Office, marked patrol vehicles and overnight security at the Range. The County shall also provide Sheriff Office personnel at the front gate of the Range to monitor competitors in the Masters with wrist bands. Section 9. Range Fees for the Masters. The total fees charged by the County for the use of the Range shall be $14,000. By September 30, 2014, the Commission shall pay $10,000 to the Range for FMG's exclusive use of the Range between Monday, July 14, 2014, and Sunday, July 20, 2014. FMG shall, at its sole option, either a) donate, at the conclusion of the Masters, non -defective steel targets valued at no less than $4,400; or b) pay the County $4,000 no later than August 31, 2014. Section 10. Awards San uet. On July 19, 2014, between the hours of 3 p.m. and. 11 p.m., the County shall provide FMG the exclusive use of the Indian River County Fairgrounds & Expo Center for FMG to host an awards banquet (hereinafter "Banquet"). The Banquet will be conducted between 6 p.m. and 10 p.m. The County shall be responsible for providing adequate security for the Banquet. FMG shall be Page 4 of 9 108 ( responsible for providing food and alcohol and set-up for the Banquet through a caterer that has �r the appropriate state alcohol licenses. The County shall provide an auctioneer, a sound system and a stage for the Banquet. Copies of all necessary state alcohol licenses shall be provided to the County Administrator at least fourteen (14) days prior to the Banquet. The County shall issue all required permits to FMG so that alcohol may be served at the Banquet. Section II- Insurance Re uiremtents, 11.1. FMG, as a pre -requisite of the Masters and other ,associated activities governed by this Agreement, shall obtain and maintain the following levels of insurance for all of the above - referenced activities to be conducted between July 14, 2014, and July 20, 2014, unless otherwise stated herein: �w * General Liability. No less than $3,000,000.00 combined single limit per occurrence for bodily injury, personal injury and property damage; • Workers Compensation and Employers Liability: Workers Compensation limits of $500,000.00 per accident; • Host Liquor Liability: No less than $1,000,000.00 per occurrence and no less than $2,000,000.00 aggregate; • Medical Expense: $5,000.00 any one (1) person, • Automobile Liability insurance: No less than $1,000,000 per occurrence; and Personal Property Insurance: For the full value of all items being stored at the Range on behalf of FMG. FMG shall provide the County with proof of this insurance (or proof of any supplemental insurance that the County is named as an additional insured party) by May 1, 2014. 11 .2. The County and the Commission shall be covered as additional insured on all of the policies referenced herein. The coverage shall contain no special limitations on the scope of protection afforded to Indian River County, its officers, officials, employees or volunteers. FMG shall furnish the County with a certificate evidencing the insurance as required by Section 1 I no later than July 1, 2014, unless otherwise stated. Section 12. Sponsorship. FMG shall be solely responsible for, and exclusively entitled to obtain, sponsorships for the Masters. Neither the County nor the Commission shall be permitted to hang any signage or display logos of sponsors the County or the Commission generate for sponsorship during the Masters unless otherwise agreed to in writing by FMG. FMG shall have the right to retain all money from sponsorships generated for the Masters. The County shall have the exclusive right to generate and retain all sponsorship money raised for any other event conducted by the County or the Commission, including, but not limited to, the Golf Tournament and the BBQ Event. The County and the Commission shall be permitted to use the 2014 Masters name/logo and/or FMG name/logo only to secure sponsorships for the Golf Tournament and the BBQ Event. Page 5 of 9 109 �w Section 13. Liability and Indemnification. Neither the County nor the Commission shall be liable or responsible for any accident or damage that may occur in conjunction with any of the activities described in this Agreement. FMG shall defend, bold harmless and indemnify the County and the Commission with respect to any and all actions, causes of action, liabilities, losses, damages or expenses (including reasonable attorneys' fees) arising out of or relating to any negligence, intentional misconduct, breach of this Agreement or breach of applicable law by FMG in conjunction with any of the activities described in this Agreement. Notwithstanding the foregoing, FMG shall not be responsible for, nor defend or indemnify the County or the Commission for any negligence or reckless acts committed by the County, the Commission, or any of its employees or agents. Section 14. Assignment. FMG and the Commission may not transfer or assign this Agreement, or any portion thereof, to any third party without the express written approval of the County, which approval may be granted or withheld in its sole discretion. Section 15. Miscellaneous. 15.1. Time of the Essence. Time is of the essence in the performance of each and every provision of this Agreement. 15.2. Force MaieurefEmer enc . Any non-performance of the terms or conditions of this Agreement caused by or resulting from an event of Force Majeure (as defined below) shall not constitute a violation or event of default. For the purposes of this Agreement, the term "Force Majeure" shall mean acts of God, strikes, lockouts or other industrial disturbances, acts of the public enemy, wars, blockades, explosions, insurrections, riots, epidemics, landslides, lightening, earthquakes, fires, hurricanes, tropical storms, floods, tornadoes, restraints of governments, civil disturbances, unavoidable breakage of machinery or equipment, enactment of applicable laws prohibiting performance, and other such causes not within the reasonable control of the party claiming the occurrence of an event of Force Majeure. 15.3. No Waiver. The failure of either party to enforce any provision of this Agreement, or the waiver thereof, in any specific instance by either party shall not be construed as a general waiver or relinquishment on its part of such provision in any other instance, and such provision shall nevertheless remain in full force and effect. 15.4. Binding Affect-, Severabili . AN of the provisions of this Agreement shall be binding upon and inure to the benefit of and be enforceable by the parties. if any provisions of this Agreement shall be held by a court of competent jurisdiction to be invalid or unenforceable, the remaining provisions shall not be affected thereby. 15.5. Governinm Law, Venue-, Attorney Fees. This Agreement shall be construed, governed and interpreted according to the laws of the State of Florida. Venue for resolution of Page 6 of 9 MMI] any dispute shall be in Indian River County, Florida. Each party shall bear its own attorney fees in any dispute arising under this Agreement. Each party, however, is entitled to attorneys' fees pursuant to Section 57.105, Florida Statutes. 15.6. Entire A Bement• Amendments. This instrument constitutes the entire agreement between the parties and supersedes all previous discussions, understandings, and agreements between the parties relating to the subject matter of this Agreement. Amendments to and waivers of the provisions of this Agreement shall be made by the parties only in writing by written amendment or other appropriate written document. This Agreement may be executed in separate counterparts, each of which shall be deemed to be an original and all of which together shall constitute one and the same instrument. 15.7. Constructiondnterpretation of AUment. Each party has participated equally in the negotiation and drafting of this Agreement. In the event that an arbitration panel or court is required to interpret any provision of this agreement, the provision shall not be interpreted for or against either party upon the basis that such party was or was not the preparer of this Agreement. 15. Sovereign Immunity. Nothing herein shall constitute a waiver of the COUNTY'S sovereign immunity. 15.9. Waiver of Jui_y Trial. EACH PARTY KNOWINGLY AND VOLUNTARILY WANES ITS RIGHT TO A TRIAL BY JURY WITH RESPECT TO ANY CAUSE OF ACTION OR. ISSUE ARISING OUT OF OR RELATING TO THIS AGREEMENT. 15.10. No Third Party Beneficiaries. Except as otherwise expressly provided herein, this Agreement is solely for the benefit of the named parties, and no enforceable right or cause of action shall accrue hereunder to or for the benefit of any entity or individual not a named party hereto. 15.11. Notices. Any notice required hereunder shall be in writing and shall be delivered by personal delivery, courier, express or overnight mail, or certified mail, return receipt requested, addressed to the appropriate party as follows: If to County County Administrator Indian River County 180127' Street Vero Beach, Florida 32960 If to FMG Randy Molde Publishers Development Corporation 12345 World Trade Dr. San Diego, CA 92128 If to Commission RichNatbandian Tradition Field 5 25 Peacock Blvd. Port St Lucie, Florida 32986 Page 7 of 9 111 15.12. Counterparts, This Agreement may be execrated in one or more counterparts, each of which shall be deemed an original and all which together will constitute one and the same instrument. Page 8 of 9 112 below.IN WITNESS THEREOF, the parties have set their hands and seals the date entered ATTEST: Jeffrey R. Smith, Clerk of Court and Comptroller By: Deputy Clerk (Affix Seal) Approved: By: Joseph A. Baird County Administrator ATTEST: (Affix Seal) ATTEST: (Affix Seal) BOARD OF COUNTY COMMISSIONERS, INDIAN RIVER COUNTY ("Indian River County") By: Peter O'Bryan, Chairman Approved by BCC: , 2014. Approved as to foram and legal sufficiency: By: Z111- DoafrReingold County Attorney LIM Vice President, Business Development Date: "W2C4f 2-I 2014. COMMISSION By: - - Date: , 2014. Page 9 of 9 113 114 TO: THROUGH: FROM: SUBJECT: DATE: CONSENT INDIAN RIVER COUNTY, FLORIDA. MEMORANDUM,: Joseph A, Baird, County Administrator C/111 Christopher R. Mora, P.E., Public Work Christopher J. Kafer, Jr., P. E., County E Release of Retainage Indian River County Fairgrounds Ag Pavilion Metal Roof Replacement IRC Project No. 1238, Bid No. 2014418 March 12, 2014 DESCRIPTIONI AND CONDITIONS On November 19, 2013, the Board of County Commissioners approved award of Bid No. 2014018 to Summit Construction of Vero Beach, LLC to replace the worn and leaking metal roof on the IRC Fairgrounds Agricultural Pavilion in the amount of $86,050.00. Change Order No. 1 in the amount of $2,810.90 was approved on January 9, 2014 for a total contract price of $88,860.90. The project has been completed and to date, Summit Construction of Vero Beach, LLC has been paid $79,974.82, with $8,886.08 held in retainage. Summit Construction of Vero Beach, LLC has submitted their invoice dated March 1, 2014 for release of retainage in the amount of $8,886,08. FUNDING Funding is budgeted and available from Retainage Payable Account No. 001-206000 in the amount of $8,886.08. RECOMMENDATION Staff recommends approval of Summit Construction of Vero Beach, LLC invoice dated March 1, 2014 for release of retainage in the amount of $8,886.08. F;Tubbc WorksIENGINFERWO DIVISION PROJF.0 & I23S-IRC Fairgrounds -Ag Tavibon Raaf Replacemwn Admimlagenda iterasWC Agenda Request for Rekam of Retainage 04- 01-2014.doe 115 �w Page 2 South County Regional Park Multi -Purpose Fields Christopher J. Kafer Jr., P.E., County Engineer For April 1, 2014 BCC Meeting ATTACHMENTS Summit Construction of Vero Beach, LLC Invoice dated March 1, 2014 DISTRIBUTION Summit Construction of Vero Beach, LLC APPROVED AGENDA ITEM FOR April Indian River County Approved Administration �Date Budget Legal {� 1 Public Works A4 Engineer ing—fx 0A F.IYublic Works%ENGFNEERtNG DSYIMN FAOSEC'r A2184RC Fairgrounds -Ag P-dion Roar Repi&ctmenttAdmvnlagcmda itans'.BCC Agenda Request for Release or Rctainagc N. 01.2014.dm 116 l(liw Summit Construction of Vero Beach, LLC �W �W 2837 Flight Safety ©rive, Vero Beach, FL 32960 INVOICE Mr. David Fleetwood Indian River County Parks Department 1801 27th Street Versa Beach, FL 32960 RE : IRC Fairgrounds Ag Pavilion Metal Roof Replacement Bid no, 2014018 March 1, 2014 DESCRIPTION AMOUNT Contract PO Amount with Change Order #1 with Change Order #1 $ 88,860.90 Previously invoiced - retainage witheld 88,860.90 Current invoice: Invoice for work 100% complete $ - (Total payments received $79,974.82) Invoice for 10% retainage $ 8,886.08 Balance on PO (retainage) $ TOTAL DUE $ 8,886,08 Phone 772.794.2099 Thank you for your patronage! wvww.surnmitcm.net aG�C�EOMED MAR 1 1 2014 INDIAN RIVER L'Uuiv I Y ENGIN ING DIVl.qionr Fax 772.794.2097 117 Consent ! . item INDIAN RIVER COUNTY, FLORIDA DEPARTMENT OF UTILITY SERVICES Date: March 18, 2014 To: Joseph A. Baird, County Administrator From: Vincent Burke, P.E., Director of Utility Services Prepared By: Cindy Corrente, Utility Finance Managec"I,/- Art Pfeffer, Project Manager QP Subject: Utility Construction Standards, March 2014 DESCRIPTIONS AND CONDITIONS: The Indian River County Department of Utility Services Water and Wastewater Construction Standards were updated and approved by the Board of County Commissioners (BCC) ) on September 6, 2011. Staff has completed a thorough review and has updated the specification sections and drawings. ANALYSIS: The changes were numerous, though most were minor. Once approved, the updated document will be posted on the County's website so it is readily available. FUNDING: No funds required. RECOMMENDATION: The staff of the department of Utility Services recommends that the Board of County Commissioners approve adoption of the revised INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES WATER, WASTEWATER & RECLAIMED WATER CONSTRUCTION STANDARDS - MARCH 2014, as presented. ATTACHMENT s : Technical Modifications -February, 2014. APPROVED FOR AGENDA: By: lose A. Baird, County Administrator flr: Date Indian River Co. App a [late Administration Legal Budget Z, Utilities 3 Utilities -Finance C WJ F:\Utilities\UTILITY - CONSTRUCTION STAN®ARDS\Revision 2014jlAgenda March 2614.doc Page 1 of S 118 ATTACHMENT 1 provides a complete breakdown of all technical revisions made to the Utility Construction Standards on a drawing by drawing and section by section basis. The intent and technical integrity of the document remains intact, and all revisions are considered to be clarifications. The revised standards will be incorporated into the Indian River County Website, (www.ircutilities.com) and are available for downloading in a PDF format. Navigate to the Utility Department and follow the link to Water and Wastewater Standards. TECHNICAL MODIFICATIONS TO WATER, WASTEWATER & RECLAIMED WATER CONSTRUCTION STANDARDS — FEBRUARY 2014 II, DETAIL DRAWINGS W-1— FIRE HYDRANT AND VALVES (LOCATION DETAIL), add to Notes 6. BRINE — BROWN W-2 —FIRE HYDRANT NOTES, revise Notes 9. Maintain 6' radius... to Maintain 7'-6" radius... W-3 -- MANUAL 2" BLOW OFF, revise drawing, removed 2" corporation stop and meter, 2" radio read W-4 WATER SERVICE, revise drawing, included pre -plumbed water meter W-5 — Revise Number from W -4A to W -5 -WATER SERVICE (OUTSIDE OF RIGHT OF WAY), revise drawing, included pre -plumbed water meter W-6 — Revise Number from W-5 to W -6 -METER BOX, revise drawing, included pre -plumbed water meter W-7 —TYPICAL PRE -PLUMBER METER BOX, New drawing that depicts pre -plumbed water meter W-8 - Revise Number from W-6 to W -8 -TEMPORARY SAMPLING POINT W-9 - Revise Number from W-7 to W -9 -FLUSHING CONNECTION W-10 - Revise Number from W-8 to W -10 -DOUBLE -DETECTOR CHECK VALVE ASSEMBLY, add gate valve between water main and check valve. W-11- Revise Number from W-9 to W -I I -BACKFLOW PREVENTER W-12 - Revise Number from. W-10 to W -12 -MASTER METER COMBINATION ASSEMBLY, revised note 2 and add note 6, add gate valve to drawing, add commercial grade fiber mesh concrete note W-8 - Revise Number from W-12 to W -13 -TEMPORARY JUMPER DETAIL, add note 5. W-8 - Revise Number from W -12A to W- I 4 -TEMPORARY JUMPER DETAIL NOTES R-1 - Revise Number from W-11 to R -I -- REUSE METERNALVE (ASSEMBLY DETAIL), add commercial grade fiber mesh concrete note R-2 - Revise Number from W -1 1A to R-2 — REUSE PIPE (DISCHARGE DETAIL) S-1- Revise Note 5 — See S -2A to read S-3 F:jUtilities\UTILITY—CONSTRUCTION STANDARDS1Revision 2014\Agenda Item March 2014 119 S-2 - Revise drawing note Standard "Y" Branch – See S -2A to read S-3 S-3 - Revise Number from S -2A to S-3 S-4 - Revise Number from S-3 to S-4 S-5 - Revise Number from S-4 to S-5, revised Note 6 –added outside (of Manhole), revised Note 19 -deleted - for a total of 7 manholes. S-6 - Revise Number from S-5 to S-6, revised Note(s) 1, 2, 3 and 4 to read the corrected drawings numbers, revise drawing note see Detail S-10 to read S-11 S-7 Revise Number from S-6 to S-7, revised Note(s) 1, 2, 3 and 4 to read the corrected drawings numbers, revise drawing note see Detail S-10 to read S-11. S-8 - Revise Number from S-7 to S-8, revised Note(s) 1, 2, 3 and 4 to read the corrected drawings numbers, revise drawing note see Detail S-10 to read S-11. S-9 - Revise Number from S-8 to S-9, revised Note(s) 1, 2 and 3 to read the corrected drawings numbers.. revise drawing note see Detail S-10 to read S-11. 5-10 - Revise Number from S-9 to S-10, revised Note(s) 1, 2 and 3 to read the corrected drawings numbers, revise drawing note see Detail S-10 to read S-11.. S-11- Revise Number from S-10 to S-1 l S-12 - Revise Number from S -I 1 to S-12, revise drawing note see Detail S-10 to read S-11. S-13 - Revise Number from S-12 to S-13, revised Note(s) 1, 2 and 3 to read the corrected drawings numbers S-14 - Revise Number from S-13 to S-14, revised Note 10 Safety net—to read Safety grate... revise note Stainless Steel 316 to read 304. S-15 - Revise Number from S-14 to S-15, revised Note 10 Safety net ... to read Safety grate... revise note Stainless Steel 316 to read 304. Revise note w/ 2 coats coal tar epoxy to read wit coats water base epoxy revise stainless steel bracket to read 3 -Kook. S-16 - Revise Number from S-15 to S-16, revised Note 13. By deleting total of 7 manholes, revise Note 21 Safety net—to read Safety grate... revise note Stainless Steel 316 to read 304. S-17 - Revise Number from S -15A to S-17, No changes made, but need to add notes for expansion joints at wetwell, valve pit, wet well. Density? S-18 - Revise Number from S-16 to S-18, insert Note 12.4X NEMA... , Delete Connector Detail drawing, 2" PVC Conduit... to read 2" Aluminum Conduit... , M-1– No changes. M-2 -- No changes. M-3 – No changes. M-4 -- Delete Note 4. (tie -rods to be coated with cal tar epoxy... ). Typo Note 7 corrected F:1Utilities\UTILITY—CONSTRUCTION STANDARDS1Re►nsion 2014\Agenda Item March 2014 120 M-5 — No changes. M-6 — No changes. M-7 -- No changes. M-8 — No changes. M-9 — No changes. M-10 — Conflict Manholes, deleted drawing. IRCDUS does not allow conflict manholes. M-11- Renumbered M-10. M-12- Renumbered M-11. M-13- Renumbered M-12. M-14- Renumbered M-13. M-15- Renumbered M-14. Revised to include the Datum (1929 or 1988) and conversion factor used for the drawing to be printed in bold '!x" lettering in the lower right hand corner after the AS -BUILT DRAWING note (shown in I" lettering). M-16 Renumbered M-15, Note 4 updates the acceptable AutoCad 2007 format to AutoCad 2009. M -16(A), Renumbered to M-16 M -16(B), Deleted. III. SECTIONS Revised Section Numbers SECTION 8, Reclaimed Water Mains — Ductile Iron Pipe and Fittings, SECTION 9, Reclaimed Water Mains — Polyvinyl Chloride Pipe SECTION 10, Submersible Wastewater Pumping Station SECTION 11, Miscellaneous Valves and Appurtenances SECTION 12, Aerial Crossings of Water mains, Reclaimed Water Force Mains, Wastewater Force mains and Gravity Sewer SECTION 13, Testing and Inspection of Water Mains, Reclaimed Water Force Mains Wastewater Force Mains and Gravity Sewers SECTION 14, General Design Data SECTION 15, Procedures for Submittal, Permitting, and Acceptance of Private Development Projects SECTION 16, Water and Wastewater Treatment Plants SECTION 17, Engine Driven Generator Sets SECTION 18, Approved Manufacturers' Products List Added or corrected the following: • AIR RELEASE VALVES (SEWER) 2. DUROT Actuator Valves, as acceptable • AIR RELEASE VALVES (WATER), 2. DUROT Actuator Valves, as acceptable • CASING SPACERSANSULATORS, 5. BWM Company, as acceptable F,1Utilities\UTILITY--CONSTRUCTION STAN[7AR©S\Revision 2014\Agenda Item March 201+4 121 • COUPLINGS, 5. ROBAR Industries, as acceptable • DUCTILE IRON FITTINGS, 1. AMERICAN, 24" and larger 2. UNION, now known as UNION/TYLER 4. SIGMA, as acceptable 5. SIP INDUSTRIES, as acceptable NOTE: US PIPE, plant closed and buys pipe from SIGMA. RUSSELL, company bought by SIGMA. =03919MrANf1 iaQ1 1. PHILLIPS, bought out, now known as PERFORMANCE PIPE 5. VANGUARD, no longer in business. • MANHOLE LINERS 4. CON -SHIELD INDUSTRIES, INC. • MECHANICAL JOINT RESTRAINTS 7. SIP INDUSTRIES, EZ GRIPS • METER BOXES 2. GLASSMASTERS, INC., as acceptable • ACTUATOR VALVES 1. ROSEMOUNT MANUFACTURING, as acceptable • PVC PIPE 2. ETI, no longer in business 4. FREEDOM, on longer in business • SERVICES SADDLES- STAINLESS STEEL STRAP/EPDXY COATED 6. ROBAR INDUSTRIES, INC. • SEWER FITTINGS 3034 2. VASSALLO, no longer in business 5. TIGRE USA • SUBMERSIBLE PUMPS 2.ABS — GRINDER PUMP, only 5.0 HP or less is acceptable. ABS V2 PIRANA ARE NOT PERMITTED • TAPPING SLEEVES (STAINLESS STEEL) 6. ROBAR INDUS'T'RIES, INC. • TRACING WIRE (FOR OPEN TRENCH) 1. PRO -TRACE, #12 AWG, HDD-CCS-PE30 2.COPPERHEAD, #12, 1230 EHS (FOR DIRECTIONAL DRILLING) 1. PRO -TRACE, #12 AWG, HDD-CCS-PE45 2.COPPERHEAD, #12,1230 EHS F.\Utilities\UTILITY—CONSTRUCTION STANDARDS\Revision 2014/Agenda Item March 2014 122 c. 123 � IV ER\ c. z� N7 OR 1 10 N-, 21, DEPARTMENT OF UTILITY SERVICES CONSTRUCTION STANDARDS WATER, WASTEWATER & RECLAIMED WATER MARCH 2014 SUPERCEOES ALL PREVIOUS VERSIONS ra3.A . 4 . �w TABLE OF CONTENTS GENERAL II. DETAIL DRAWINGS DRAWING NUMBERS W-1 Fire Hydrant Detail and Valves (Location Detail) W-2 Fire Hydrant Details W-3 Manual 2" Blow Off W-4 Water Service W-5 Water Service (Outside of Right of Way) W-5 Meter Box W-7 Typical Pre -Plumbed Meter Box VII -8 Temporary Sampling Point W-9 Flushing Connection W-10 Double -Detector Check Valve Assembly W-11 Backflow Preventer W-12 Master Meter Combination Assembly W-13 Temporary Jumper Detail W-14 Temporary Jumper Detail Notes R-1 Reuse MeterNalve (Assembly Detail) R-2 Reuse Pipe (Discharge Detail) S-1 Standard Lateral (Shallow Sewer) S-2 Modified Riser Lateral (Deep Sewer) S-3 Sewer Lateral Riser (Deep or Shallow Sewer) S-4 Standard Manhole Casting S-5 Manhole Notes S-5 Manhole Standard Shallow S-7 Manhole Slab Top S-8 Manhole Standard Deep S -g Manhole Type "A" Drop S-10 Manhole Type "B" Drop S-11 Pipe Opening Detail S-12 Manhole Effluent & Influent S-13 Force Main Tie -In S-14 Typical Pumping Station (Plan) S-15 Typical Pumping Station (Elevation) S-16 Typical Pumping Station (Data Table & Notes) S-17 Typical Pumping Station (Detail Sheet) S-18 Typical Pumping Station (Electrical Details) M-1 Trench Detail (unpaved Easements) M-2 Trench Detail (Paved Areas & Shoulders) M-3 Restraining (Schedule & Notes) IIS -4 Utility Crossing M-5 Value and Box M-6 Valve Box Pad M-7 Below Ground Air Release Valve Manhole (Automatic Water/Wastewater) C23.A-a M-8 Above Ground Air Release Valve Detail (Automatic M-9 Water/Wastewater) Permanent Land Marker M-16 Jack and Bore (Blocking Detail) M-11 Casing Installation Details M-12 Jack and Bore (Casing Vent) M-13 Trace Wire Details M-14 As -Built Drawing (Example) M-15 As -Built Drawings M-16 As -Built Drawings III. SPECIFICATIONS SECTIONS NUMBERS 1. Water Mains — Ductile Iron Pipes and Fittings 2. Water Mains — Polyvinyl Chloride Pipe and Fittings 3. Water Services - Polyethylene Tubing and Pressure Polyethylene Pipes 4. Gravity Sanitary Sewers — Ductile Iron Pipe 5. Gravity Sanitary Sewers — Polyvinyl Chloride Pipe 6. Wastewater Force Mains — Ductile Iron Pipe and Fittings 7. Wastewater Force Mains — Polyvinyl Chioride Pipe 8. Reclaimed Water Mains — Ductile Iron Pipe and Fittings 9. Reclaimed Water Mains — Polyvinyl Chloride Pipe 141. Submersible Wastewater Pumping Station 11. Miscellaneous Valves and Appurtenances 12. Aerial Crossings of Water Mains, Reclaimed Water Force Mains and Wastewater Force Mains 13. Testing and Inspection of Water Mains, Reclaimed Water Force Mains, Wastewater Force Mains and Gravity Sewers 14. General Design Data 15. Procedures for Submittal, Permitting, and Acceptance of Private Development Projects 16. Water and Wastewater Treatment Plants 17. Engine Driven Generator Sets 18. Approved Manufacturers' Products List IV. PERMIT APPLICATIONS & CHECK LIST A. Wastewater and/or Water Utilities Construction Permit Application Form B. Industrial Waste Permit Application From C. Utilities Construction Check Lists Ca3.A • 3 . I — GENERAL ,4,s.A.9 . 4W �w I. GENERAL The Department of Utility Services has developed a minimum standard for water and wastewater utility installation within Indian River County. The Water and Wastewater Utility Standards, March 2014 edition, has been adopted by the County Commission and henceforth all water and wastewater utility installations within Indian River County shall be designed and built in accordance therewith. The minimum requirements provided herein may be modified on future developments upon approval of the Utility Director or the County Commission upon a finding that the public's health and safety is not adversely affected by such modifications. Any proposed modification to the minimum requirements must be substantiated by a Florida Registered Engineer's certified study, which would indicate compliance with the intent of the minimum requirements as herein provided. The Department of Utility Services (Utility Department) reserves the right to impose additional field requirements not addressed herein, when in the opinion of the Utility Department, those requirements will improve the integrity of the utility system. 1?.3.14-5"• c. c. II -- DETAIL DRAWINGS i a3.A.4. MAXIMUM DISTANCE 12' x F.N. TYPICAL VALVE LOCATION FOR UNPAVED ROADS NOTES MAIN UNDER CONSTRUCTION 0 w �i ll REFLECTIVE MARKER x VALVES TO BE LOCATED OUTSIDE EDGE OF UNPAVED ROADS x - - j ROAD x VALVES SHALL BE LOCATED ADJACENT TO TEE OR CROSS --\LINDICATE DISTANCE FROM RIGHT OF WAY (TYP) REFLECTIVE MARKER (ONE REQUIRED FOR EACH VALVE) 1. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM. 2. A MINIMUM COWER OF 36" IS REQUIRED ABOVE BELL OF D.I.P. AND P.V.C. PIPE. 3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE REFLECTIVE MARKERS (RAISED PENDANT MONUMENT) INDICATING A FIRE HYDRANT AND SHALL BE LOCATED IN THE CENTERLINE OF THE LANE CLOSEST TO THE HYDRANT_ 4. DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. 5. ALL LINES SHALL BE A MINIMUM 10' OFFSET FROM BUILDINGS. 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE WATER MAIN VALVE - WHITE FORCE MAIN VALVE - GREEN R£UESE MAIM VALVE - PURPLE BRINE - BROWN 7. THE APPROPRIATE REFLECTIVE MARKER IS REQUIRED FOR EACH VALVE. V INDIAN RIVER COUNTY �. G DEPARTMENT OF UTILITIES SERVICES' LORI _,A*f_ FIRE HYDRANT DRAWING NO. AND 'VALVES W-1 (LOCATION DETAIL) ,2,. 113. A . "T. c. 4IiIw 6" ANCHOR COUPLING M.J. M.J: ANCHOR TEE FOR 6" - MECHANICAL JOINT 6" VALVE BOX FOUR HYDRANT GUARDS ADDITIONAL GATE VALVE AS REQ"D BY IRCDUS REQUIRED IF DISTANCE SEE NOTE l(BELOW) 1S MORE THAN 5' tib/ 90* n 45' MEGA—LUG RESTRAINT OR EQUAL VARIES PLAN VIEW PUMPER NOZZLE -^ FACING ROADWAY ACCESS FINISHED GRADE-\ z 2 ip O v 6"GATE VALVE /6- DIP PIPE DIRECT CONNECTION ANCHOR TYPE 6" (MIN) WATER MAIN C "—UNDISTURBED ELEVATION SOIL NOTES 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED w/ CONCRETE WHEN REQUIRED BY IRCDUS. GUARDS TO BE PAINTED SAME AS HYDRANT. 2. THE CL OF THE PUMPER CONNECTION SHALL BE 18" MINIMUM ABOVE THE � OF THE NEAREST ROADWAY OR FINISH GRADE. 3. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. 4, COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE. 5. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE. 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 7. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-13. (TRACE WIRE NOT SHOWN IN DRAWING ABOVE.) 8_ ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL. ALL NUTS SHALL BE STAINLESS STEEL. 9. MAINTAIN 7'-6" RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE (EXAMPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY POLES, ETC.) 10. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT PURSUANT TO FIRE PREVENTION CODE 3-5.6. iv DRAWING INDIAN RIVER COUNTY NO. DEPARTMENT OF FIRE HYDRANT DETAILS UTILITIES SERVICES, w-2 ORIS MPAM 20M 1 IPL4. A - 19 I I N I � � C4 CONCRETE "—UNDISTURBED ELEVATION SOIL NOTES 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED w/ CONCRETE WHEN REQUIRED BY IRCDUS. GUARDS TO BE PAINTED SAME AS HYDRANT. 2. THE CL OF THE PUMPER CONNECTION SHALL BE 18" MINIMUM ABOVE THE � OF THE NEAREST ROADWAY OR FINISH GRADE. 3. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. 4, COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE. 5. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE. 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 7. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-13. (TRACE WIRE NOT SHOWN IN DRAWING ABOVE.) 8_ ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL. ALL NUTS SHALL BE STAINLESS STEEL. 9. MAINTAIN 7'-6" RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE (EXAMPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY POLES, ETC.) 10. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT PURSUANT TO FIRE PREVENTION CODE 3-5.6. iv DRAWING INDIAN RIVER COUNTY NO. DEPARTMENT OF FIRE HYDRANT DETAILS UTILITIES SERVICES, w-2 ORIS MPAM 20M 1 IPL4. A - 19 c. 180' DOWNTURN BEND, 2" HDPE W/2" PLUG (SEE NOTE 6) VALVE BOX METER BOX LID (OPEN POSITION) GRADE ROADWAY 0 2" LOCKING CURB STOP (BY CONTRACTOR) COMPRESSION FITTINGS °° • l jo j/ ° . o RESTRAINED PLUG (M.J.) NOTES GRADE (SWALE) 1 .2" (MIN) B ` - APPROVED ° METER BOX 24"x18" (MIN) • 1 CUBIC FOOT 3/4' GRAVEL OR 00 CRUSHED ROCK ' MARKER ° ° ALL 2" HDPE HORIZONTAL DISTANCE EQUAL TO DEPTH OF COVER ELEVATION WAM 1. BLOW -OFF TO BE LOCATED AT ALL PROPERTY LINES AND DEAD END LINES, AS REQUIRED BY IRCDUS ENGINEERING. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. 4. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-13. 5. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 6. THE DOWNTURN SECTION SHALL BE CONSTRUCTED BY IRCDUS WHEN A MAIN REQUIRES A BLOW OFF. THE DOWNTURN SECTION SHALL BE REMOVED AFTERWARD. ALL OTHER CONSTRUCTION TO BE BY THE CONTRACTOR. 7. ALL BLOW OFFS SHALL BE LOCATED WITHIN 4' OF A VALVE. V DRAWING INDIAN RIVER COUNTY MANUAL NO. DEPARTMENT OF p UTILITIES SERVICES OR 2" BLOW -OFF WAM 2,M. 1 W-3 Ia.3.A.�, k METERS SHALL BE LOCATED IMMEDIATELY INSIDE THE RIGHT—OF—WAY UNLESS OTHERWISE DIRECTED BY IRCDUS APPROVED PRE—PLUMBED METER BOXES SHALL BE POLYMER CONCRETE w & FIBERGLASS WITH NO—HOLE LID SEE MOTE 11. SEE M-7 PRE—PLUMBED METER BOX 1L2' -Om "'"" FINISHED GRADE ROADWAY 2'-0' MARKER BALL METER LONG SERVICE (SEE NOTE 5) IN LINE DUAL CHECK SHORT PVC CASING SLEEVE WATER MAIN SERVICE BY IRCQUS —BRASS TRACE WIRE (SEE NOTE 8) DOUBLE STRAP ELEVATION. SERVICE SADDLE NOTES 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON CENTER. 2. ALL SERVICES REQUIRE 36" MINIMUM COVER. 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"0, DUAL SERVICES SHALL BE A MINIMUM 1-1/2"0, TRIPLE SERVICES SHALL BE A MINIMUM 2"0 AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. 4. 1"0 & 1-1/2"0 LONG SERVICES REQUIRE A 2" MINIMUM I.D. CASING PIPE. 2"0 LONG SERVICES REQUIRE A 3" MINIMUM I.D. CASING PIPE. CASING PIPE SHALL BE SCHEDULE 40 P.V.C. 5. ALL METERS 2"0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO APPROVED MANUFACTURERS' PRODUCT LIST FOR METERS GREATER THAN 2"0. 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. S. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-13. 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 10. ALL RESIDENTIAL AND ONE ERU SERVICES SHALL BE 5/8" METERS. 11. PRE—PLUMBED METER BOXES TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. INDIAN RIVED COUNTY DEPARTMENT OF UTILITIES SERVICES DRAWING (NATER SERVICE NO -4 A. c. (W �L W W LLj 0 -J< 1 u o `j MOO W — `LOf w� Q iv > LL. IL m c `� I c W n uj T- o z Z o W 0 CD z z W 0� aXZ 00� + m =Ln cC M L) Q l e M w � Z M LI W 3NII AI�13d08cl 3N1 -I Aia3d08d C) \/ Li J y 3: LLJ >- W � Wmui o z 0 r- LU Of 0 O o o (40/\\�; o �' W Q a� z w 0 V) �/ -� ca z > Q o J< \/ z Z) LiJ w W M 6 in U) (n m z L) Z LTJ04 E- w k��J \ z a wF- � W ¢ W �Q�� �- A Q W w�wp Z F- 0 V) LLC x N Z 04 W J N W 0� CL/ Q Liu 00 63AOO v) (¢n V) i5;0 / ¢ m of m 0 bi (nn DRA%nuc -5 MMM 2M4 PROPERTY LINE—� METER BOX 2" (LIQ NOT SHOWN) LOCKING" CURB STOP 1-1/2"0 P.E SERVICE LATERAL ,11"0 P.E. SERVICE LATERAL BRASS COMPRESSION WYE BRANCH PLAN VIEW BRASS LOCKING CURB STOP WITH INTEGRAL METER COUPLING \` �00 PROPERTY LINE - 2" IN LINE DUAL CHECK BY IRCDUS 1-. + z „ to 0 • MARKER BALL • FLOW 1"0 (MIN) CUSTOMER PIPING (BY OTHERS) ELEVATION NOTES 00 PROPERTY LINE 1. METERS OVER 2"0 MUST BE APPROVED BY IRCDUS AND INSTALLED BY CONTRACTOR. 2. ALL METERS 2"0 AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUS. 3. MINIMUM SIZE OF METER BOXES: 1"0 SERVICE (12" X 18"); 1-1/2"0 AND 2"0 SERVICE (17" X 28"). 4. METERS GREATER THAN 2"0 SHALL BE COMPOUND METERS. REFER TO IRCDUS APPROVED MANUFACTURERS PRODUCT LIST. 5. TRACE WIRE (NOT SHOWN) TO BE INSTALLED AS PER DETAIL M-13. 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 7. PRE -PLUMBED METER BOXES PER IRCDUS APPROVED MANUFACTURES' PRODUCT LIST. V , INDIAN RIVER COUNTY pG DEPARTMENT Q>Y , METER B O X UTILITIES SERVICES Z, LORI ,m• 100, DRAWING NO. A= 1z3-^.12. c. �w TOP VIEW II ml�.`f � 1■�■IC�I,��ui SECTION VIEW N❑TES RUBBER GROMMET 3/4' NIPPLE — 3/4' DUAL CHECK VALVE CARP STOP 3/4' NIPPLE —, 1 1'x7 112' SCH. 80 PVC IDLER RUBBER GROMMET DETAIL "A'• "r,TrP7 nmv 1 T" 1, PRE—PLUMBER METER BOXES PER IRCDUS APPROVED MANUFACTURES' PRODUCT LIST, v DRAWING INDIAN RIVER COUNTY TYPICAL PRE-PLUMBED NO. DEPARTMENT OF Z UTILITIES SERVICES"" METER B ❑ X W-7 ©RI PI MUCH eM4 173.i•f:5. (1w k A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1'0 COPPER TUBING EXTENDING ABOVE THE FINISHED GRADE. THE TUBING SHALL BE INSTALLED WITH A 180' D❑WNTURNED BEND. 1' GATE VALVE z NOTES FINISHE; GRADE 1'0 COPPER TUBING ELEVATION CORP❑RATI❑N STOP (WITH PLUG FOR ABANDONED SERVICE) WATER MAIN 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. 2. NO SAMPLING POINT SHALL BE CONSTRUCTED AT FIRE HYDRANTS. 3. WHEN SAMPLING IS COMPLETE, SERVICE SHALL BE ABANDONED AND PLUGGED AT MAID, 4. FIELD INSPECTI❑N BY IRCDUS IS REQUIRED BEFORE UTILITIES ARE ACCEPTED. AVE DRAWING INDIAN RIVER COUNTY �. � TEMPORARY SAMPLING PINT NO. OF Q UTILITIES SERVICES * �� (BACTERI❑LOGICAL) � � O MOCH =4 o ;L3.A-lq . �w BEND & PIPE MAY — BE USED FOR FULL FLOW FLUSHING FOR DETAILS OF LINE FINISHED GRADEFILLING SEE W-14 m06ML;::m NEW WATER MAIN LIMITS OF FLUSHING L EXISTING OR NEW GATE VALVE EXITISTING WATER MAIN ELEVATION N QTES THRUST BLOCK REQUIRED (NOT SHOWN) 1, A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED FOR MAINS. ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES SHALL BE INSPECTED AND TESTED T4 ENSURE THAT NO FOREIGN OBJECTS IMPEDE THE FLOW OF WATER. L. A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE FLUSHING POINT. THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. 3. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. 4, INDIAN RIVER COUNTY UTILITY PERSONNEL, AFTER A MINIMUM OF A 48 HOUR NOTICE BY THE CONTRACTOR, SHALL BE PRESENT FOR ALL FLUSHING ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES, S, FOR TRANSMISSION MAINS 12' DIAMETER OR LARGER, 'PIGGING' IS REQUIRED. 6. WHEN FLUSHING IS COMPLETE, VALVE SHALL BE CAPPED. 7. FIELD INSPECTION BY IRCDUS IS REQUIRED BEFORE UTILITIES ARE ACCEPTED, INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES SERVICES FLUSHING CONNECTION DRAWING NO. W-9 XOM 2M, i� . R• sr Lw c_ 21 _0r C MIN) LLI a-, o �0 a VICTAULIC COUPLING +-_71 LOCKING CUR 0i STOP VALVE I L BY-PASS METER r VARIES DOUBLE DETECTOR CHECK VALVE A 9 1" CHECK VALVE DETECTOR BYPASS -u I CUSTOMER PIPING PLAN VIEW UTILITY PIPING TO PROPERTY LINE I r DETECTOR CHECK VALVE INLET GATE - VALVE ���r rrn.TFr.a r ra r n GATE VALVE W/ INDICATOR 90' BEND (TYP) EXISTING YYY11Lf[ MM11Y NOTES L'1i41114FLW1!G►[►1 1. ALL BUILDINGS WITH SPRINKLERS MUST HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO BE INSTALLED ON THEIR OWN 'PROPERTY. DETECTOR CHECKS SHALL BE INSTALLED IN ACCORDANCE WITH THE STATE FIRE MARSHALL CODE AND IRCDUS STANDARD. CHECK VALVE AND METER SHALL BE MOUNTED ABOVE GROUND. 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. INDIAN RIVER COUNTY �xv R DOUBLE -DETECTOR DRNO. NG DEPARTMENT OF Q CHECK VALVE W-10 UTILITIES SERVICES � ASSEMBLY ORImkvp =4 f aa.q.4. O FLOW REDUCED PRESSURE PLAN VIEW BACKFLOW PREVENTER WITH GATE VALVES 0 Z X CN ov All FLOW ELEVATION NOTES UNION FINISHED GRADE ION FLOW WATER MAIN FLOW 1. ALL BUILDINGS WITH FIRE SPRINKLER PROTECTION SYSTEMS INCLUDING SINGLE FAMILY RESDENIIAL AND COMMERCIAL ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY. 2. ALL MULTI—STORY, MULTI—FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW PREVENTORS. 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY IRCDUS. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1'-0" ABOVE THE HIGH WATER LEVEL. 6. PIPING 2-1/2' OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. ALL FASTENERS SHALL BE 304 STAINLESS STEEL (OR APPROVED EQUAL). 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. LV DRAWING INDIAN RIVER COUNTY NO. DEPARTMENT OF BACKFLOW PREVENTER `�� UTILITIES SERVICES * *� �`Y _ 11 LORI �� MAPM 2m4 1 ::k,3.A.17. c. �w i i`"il' r�li;.l►� sw��,IIIF��1I�1? ■'I�.L�'3''I�II��.��III II`"r�' � ll!'a''' IIYl"iii'" -CONCRETE PAD -3.000 PSI •GRIkDE ''WN IN ELEVATION) FIBER MESH CONCRETE (LIDIM AS a. BACKFLOW PREVENTER CLEARANCE PLAN MEW +—CUSTOMER RESPONSIBILITY- - --o IRCDUS RESPONSIBILITY � 90` FLANGED BEND (TYP) I FLANGE X PE (RMIXING IF RMUIRM) CONCRETE PAD -3,000 PSI t COMMERCIAL GRADE FIBER MESH CONCRETE + + { - + + DIP (L€NWH AS REQUIRED) GATE 30' MAX} VE W/Box a2' SUPPORT (TYP) 12- (MIN) 12- 17- 1 Z� (MIN 30• (MIN) \\%/\// 12'/�\j\\j\� 1/2" PREFORMED JOINT MEGA LUG _ a _ MATERIAL TO BE PLACED FLOW W 90' BEND (TYP) BETWEEN PIPE AND CONCRETE OR PIPE SLEEVE FLOW WATER MAIN MEGA LUG (TYP) RESTRAINED JOINT (2 REQUIRED TYP) WATER MAIN - ONE SECTION D OF CHECK BY-PASS NOT SHOWN FOR CLARITY VALVE ASSEMBLY ELEVATION NOTES 1. ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON. 2. FIELD FABRICATED FLANGES MUST BE APPROVED BY IRCDUS ENGINEERING. 3. DEVICE TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 4. ASSEMBLY TO BE PRIMED WITH RUST INHIBITIVE PRIMER AND FINISHED PAINTED AFTER INSTALLATION. (SEE APPROVED MANUFACTURERS' PRODUCT LIST) 5. BY-PASS PIPE DIAMETER SHALL BE SAME SIZE AS MAIN PIPE. 6. TO SECURE VALVES: CUSTOMER TO SUPPLY GALVANIZED CHAIN, IRCDUS TO SUPPLY LOCK. gV DRAWING INDIAN RIVER COUNTY �� MASTER METER NO. DEPARTMENT IENT OF 12� SERVICES COMBINATION ASSEMBLY W-12 UTILITIES ��� �'�' ORI �?P (3" OR LARGER) MARCH 2M4 1— —1 1 2-3-A - 119 - �w --PRESSURE GAUGE (SEE W-14 No.10) DOUBLE CHECK VALVE V GATE 2' SCH 40 'Tee' VALVE (TYP) OR "Wye" (TYP.) 2" METER -, X z 2" SERVICE a SADDLE on N FINISHED GRADE CORP (TYP) DIRECTION OF FLOW '--TIE-IN VALVE TO BE CLOSED AND LOCKED /NEW WATER MAIN EXISTING WATER MAIN ELEVATION NOTES 2" SERVICE DOUBLE SADDLE SS (TYP) 1. TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE PRESENCE OF THE ENGINEER OF RECORD. 2. ALL LINES TO BE FULL PIPE FLUSHED. 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. A 2" TEMPORARY JUMPER TO BE USED UNLESS OTHERWISE DIRECTED BY IRCDUS. 5. CORP STOP SHALL BE PLUGGED AFTER REMOVAL,/ABANDONMENT OF TEMPORARY JUMPER. 6. WHEN JUMPER IS NO LONGER REQUIRED. SERVICE SHALL BE ADANDONED AND PLUGGED AT MAIN. 7. FIELD INSPECTION BY IRCDUS IS REQUIRED BEFORE UTILITIES ARE ACCEPTED. INI3IAN RIVER COUNTYQ NG TEMPORARY DRNO. DEPARTMENT OF UTILITIES SERVICES *, Loi�t� JUMPER DETAIL W-13 spim =, r a3.,4,(9. NOTES: 1. A temporary jumper connection is required at all connections between existing active water mains and proposed new water main improvements.. illiw 2. The Temporary Jumper Detail (W-13) is to be used for filling any new water main of any size from the existing active water mains and for the flushing of new mains up to 6" diameter (2.5 FPS minimum velocity) and for pulling bacteriological samples from any new water main of any size. 3. The jumper connection shall be maintained until after the filling, flushing, testing and disinfection of the new main has been successfully completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and other pertinent agencies has been received. Adequate thrust blocking and/or restraints shall be provided temporarily, as required. 4. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected prior to, installation in accordance with AWWA 0651, LATEST EDITION. The tapping sleeve and exterior of the main to be tapped shall be disinfected by spraying or swabbing per section Two of AWWA 0651. The use of tablets is strictly prohibited.. The Jumper connection shall also be used to maintain a minimum pressure of 20 PSI in the new mains continuously after disinfection and until FDEP clearance letter is obtained. 6. The Contractor shall provide documentation demonstrating that the double check backflow prevention device is in good working order at the time of installation, and provide documentation that the double check backflow prevention device has been tested in the last 12 months, and is in good working order one year from installation by a qualified backflow technician as approved by IRCDUS. 7. Except as required to flush lines greater than 6" diameter, the tie-in valve shall remain closed and shall be locked in the closed position by the utility company. The tie-in valve shall remain locked closed until the new system has been cleared for use by the FDEP and all other pertinent agencies. 8. Upon receipt of clearance for use by FDEP and all other pertinent agencies, the Contractor shall remove the temporary jumper connection. The corporation stops are to be closed and plugged with 2" brass or PVC stops. 9. All installation and maintenance of the temporary jumper connection and associated backflow ,prevention device, fittings„ valves, etc., shall be the responsibility of the Contractor. 10. If the water main to be flushed is greater than 6" diameter or such length that a full pipe flush at the 2.5 FPS velocity cannot be accomplished, the following procedure shall be utilized. a) Install pressure gauges as indicated on Temporary Jumper Detail (W-13). b) Open all downstream valves in the new system prior to flush. c) Flush new water main thru tie-in valve maintaining a 10+/- PSI pressure differential between gauges during flush. d) IRCDUS personnel, in the presence of the Engineer of Record shall operate tie- in valve to insure that the required pressure differential is maintained. ING INDIAN RIVER COUNTY ,,.? Q TEMPERARY DR ND. DEPARTMENT OF JUMPER DETAIL l! Lo 14 UTILITIES SERVICES *`��*1 W — RI MUTES VARCHaZ. r x.. .10 - �w c. VARIES 2'-6'(MIN) (PER MANUFACTURERS' SPECIFICATI❑N) 2'-6'(MIN) VARIES VARIES 2 0 { iu �.r FLOW i . ITL y FL❑W GONCR OMMERCIALO00 PLAN VIEW GRADEPSI FIBER MESH CONCRETE (8' THICK MINIMUM, LENGTH AS REQUIRED) SAMPLE TAP RESTRAINED PLUG VALVE W/LIMITING RESTRAINED METER WITH 1/4'0 SET-UP AND ELECTRIC ACTUATOR TOTALIZER (NOTE 3) IRE (TO LEVEL 90' BEND (TYP) PRESSURE TRANSDUCER (FLG x FLG) CHECK (BURIED IN C[IMIDUIT) VALVE CONCRETE PAD Eco FLOAT SWITCH CABLE ar THICK MINDO" (TO CONTROL PANEL) + + (BURIED IN CDWIT) r GATE VALVE N GATE VALVE W/BOXuu�9P11g 30' (MAX) W/BOX NG a 12' (MIN) ] _ E �- GRADE HANGING PLACARD 1/2' PREFORMED JOINT MATERIAL TO BE PLACED BETWEEN PIPE AND UP w FLOW CONCRETE OR PIPE SLEEVE FLOW 90' BEND (TYP) ELEVATION CONTINUE DISCHARGE PII ING (SEE 2E NOTES I. ALL ABOVE GROUND PIPING SHALL BE PAINTED PANTONE PURPLE (522C), 2, PROVIDE A HANGING PLACARD WITH THE WORDS 'RECLAIMED WATER IN USE.' 3. PROPELLER OR MAG METER SHALL BE LINKED TO IRCDUS RTU FOR REMOTE MONITORING BY IRCDUS. THE METER SHALL REPORT IN GALLONS PER MINUTE. PLUG VALVE SMALL BE REMOTELY ACTUATED VIA EXISTING IRCDUS RTU AND BY PRESSURE TRANSDUCER. IN LAKE. PLUG VALVE SHALL REPORT 'PERCENTAGE OPEN' POSITION, INTERGRATE ALL LOGIC WITH IRCDUS SCADA SYSTEM, 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST, 5. A TELEMETRY AND MONITORING DEVISE IS REQUIRED AT DISCHARGE,DEVISE TQ BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.. 6. ELECTRICAL PANAL SHALL BE PER LIFT STATION ELECTRICAL PANEL, SEE DETAIL S-18. ELECTRICAL PANEL TO BE LOCATED AS CLOSE TO METER AS PRACTICAL. V DRAWING INDIAN RIVER COUNTY !\0 REUSE METER /VALVE NO. DEPARTMENT OF UTILITIES SERVICES ASSEMBLY DETAIL R-1 ORI MARCH 2=4 I-L3-A.1t. c. WIRE (TO PLUG VALVE WITH ELECTRIC ACTUATOR) FLOAT SWITCH CABLE (BURIED IN CONDUIT) (SEE R -I) (T❑ CONTROL PANEL) GRATING (BURIED IN CONDUIT) (SEE R-1) FLOAT SWITCH (EMERGENCY ED OVERFLOW CUTOFF) PRESSURE EXISTING GRADE -�. _ TRANSDUCER HIGH WATER LEVEL LAKE OR POND — — -- --4 `—CORRUGATED ALUMINUM CULVERT 2'x2' PREFAB CONCRETE � CRUSHED STONE (LENGTH VARIES) BOX CULVERT ELEVATION -- STILLING WELL 45' BEND (TYP)- PIERF❑RCED CONCRETE 45" BEND EXISTING GRADE DISCHARGE PIPING (SEE R-1) \ DLP. (TYP)—\ f / /- T I ` VARIES 30' (NINIHM (NOTE 4) 00, .. \\•/\\ �\ �� /.� ,fir; f/f/` VARIES 45- -"�`— No. 4 STRAP AROUND BEND CONCRETE THRUST BLOCK ELEVATI❑N - DISCHARGE PIPE INFLOW PIPE HIGH WATER LEVEL v LAKE OR POND NOTES 1. ALL ABOVE GROUND PIPING SHALL BE PAINTED PANTONE PURPLE (522C). 2. PR❑VIDE A PLACARD WITH THE WORDS 'RECLAIMED WATER IN USE.' 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. DISCHARGE INVERT TO BE ONE PIPE DIAMETER (MINIMUM) ABOVE METER TO MAINTAIN FULL PIPE. 5. A TELEMETRY AND MONITORING DEVISE IS REQUIRED AT DISCHARGE, AS APPROVED BY IRCDUS, EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS,. V�� DRAWING INDIAN DIVER COUNTY � C. REUSE PIPE N❑. DEPARTMENT OF Q UTILI'T'IES SERVICES �� ast �� DISCHARGE DETAIL R-2 L M-9 I ;L3.A.11. w (w zJ 2* -0' \<TK< 7MR,\ COVER w C) o I cx CIL MARKER BALL TAPED TO 6"x4" WYE (TYP) ►'m w=' I m Q Z a �u- w I 2x4 MARKER PAINTED GREEN (SEE NOTE 5 & S-2) 6" CAP q OF ROAD CROWN ELEVATION OF ROAD MINIMUM SLOPE 1/4- PER FT a N o USE GREATER SLOPE o. WHERE POSSIBLE ate. DEPTH TO BE DETERMINED IN THE FIELD AS REQUIRED TO AVOID OTHER UTILITIES (TYP) DOUBLE SERVICE TYPICAL STANDARD "Y" BRANCHES TO BE LOCATED IN THE FIELD INSTALLED PLUG WRAP WITH (TYP) DETECTION TAPE N OTE ELEVATION SINGLE SERVICE TYRICAL 6"x6" WYE COMMERCIAL 6"x4" WYE RESIDENTIAL BENDS AS REQUIRED L JOF SEWER MAIN TO BE + ON q OF STREET UNLESS LJ M � OTHERWISE APPROVED o z uJ 6"x6" DOABLE WYE COMMERCIAL BY IRCDUS �i d 0 6"x4" DOUBLE WYE RESIDENTIAL 00 d w O IRCOUS RESPONSIBIUTY EASEMENT OR R.O.W. PLAN VIEW PAO w J_ La m 4Z t� H a n CL U 'U) w cr 7 w� QIm �z ua 0 Z� U w L w 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS` PRODUCT LIST. 4. MARKER BALLS TO BE TAPED TO 6"x4" WYE 24" BELOW FINISHED GRADE. 5. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION AND FOR CUTTING SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. (SEE S-3 DETAIL) �wV INDIAN RIVER COUNTY DEPARTMENT OF r. UTILITIES SERVICES"' DRAWING STANDARD LATERAL N0. (SHALLOW SEWER) S-1 MARCH 241+ tea. (bw (1w J_ _m V I 0 I Lal M z LA of W ix LLJ LLJ a. 2,0 I FL m U . MARKER BALL TAPED TO 6"x4" WYE (TYP) NOTES IRCOUS RESPONSIBILITY EASEMENT OR R.O.W. 4" RISER PIPE WITH 90' BEND FOR SERVICE CONNECTION do 4" CLEANOUT GROUND LEVEL (TYP) SEE NOTE 4 SAND EXCAVATION ELEVATION RAO N J 0 Ln d Of D M W 2 I TO^BE LOCATEDINFIELD 45' BEND 1. 3/4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. MARKER BALLS TO BE TAPED TO 6'x4" 24" BELOW FINISHED GRADE. 4. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION AND FOR CUTTING 4" SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. V INDIAN RIVER COUNTY MODIFIED RISER LATERAL DRAWING DEPARTMENT OF UTILITIES SERVICES (DEEP SEWER) S-2 R �� MW, 2,4 I a3. A. 23. MKIlCurn r'n w rnr PLUMBING CONTRACTOR RESPONSIBLE FOR RISER & CLEAN OUT INSTALLED PLUG (TYP) )UT) (ETES gllnllvnlllu V RY }i IL %11rj LUG )UT) 24"-36" 45` BENDS FOR RISER PIPE (TYP) - IRCDUS CONTRACTOR RESPONSIBLE FOR SEWER LATERALS DETAIL. 1. ALL SEWER LATERALS (SINGLE, DOUBLE, DEEP OR SHALLOW) SHALL HAVE A RISER PIPE WITH BENDS AS REQUIRED FOR SERVICE CONNECTIONS AND WITH A 4" SEWER CLEANOUT AT FINISHED GRADE. 2. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION AND FOR CUTTING 4" SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. 3. MARKER BALLS TO BE TAPED TO 6"x4" 24" BELOW FINISHED GRADE. 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. �V INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES SERVICES LoRt��` SEWER LATERAL RISER DRAWING N0. (DEEP OR SHALLOW SEWER) S-3 MAPM 2M, I 1--l3-A-a14.. �w MANHOLE COVER - LETTERS TO BE MARKED "SANITARY SEWER" CONCEALED WATERTIGHT PICKHOLE PLAN VIEW WATERTIGHT BOOT RAIN GUARD (AS REQUIRED) COVER - SECTION FRAME - SECTION NOTES 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS AND APPROVED BY INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 11 INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES SERVICES i®R DRAWING STANDARD NO. MANHOLE CASTING S-4 MOM 7014 MANHOLE NOTES 1 . REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO MEET OR EXCEED A.S.T.M. A 185. 2. ALL CEMENT TO BE TYPE I OR TYPE Ii. 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO MEET OR EXCEED A.S.T.M. C 478. 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8". 6. INSIDE & OUTSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF EW -1 WATER BASED EPDXY. (1) COAT RED, (1) COAT BLACK, FOR A TOATL OF TWO COATS. 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA_ 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP CONNECTION REQUIRED. 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION iN THE STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL MANHOLES. 12. NO. 40 BARS 9" Q.C. EACH WAY IN SLAB (TOP AND BOTTOM). 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING AND EXITING MANHOLES. 14, 2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWFFN ALL PRECAST MANHOLE TOPS AND CASTINGS. 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" SHALL BE PROVIDED AS REQUIRED BY IRCDUS. 16. MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING). 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. 18. A WATERTIGHT RAIN GUARD BOOT, TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 19. MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. MANHOLE LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE, PLUS 5 MANHOLES IN EACH DIRECTIONS. (AS DIRECTED BY IRCDUS.) 20. PUMP OUT MANHOLE SHALL BE LOACTED WITHIN 20' OF LIFT STATION AND CONSTRUCTED OUT OF RIGHT OF WAY. tV R DRAWING INDIAN RIVER COUNTY oG I NO. DEPARTMENT OF V V A N H O L E NOTES UTILITIES SERVICES S-5 (7RIE MARC, am. I'.Z3.A.at,. MANHOLE FRAME FINISH GRADE AND COVER CONCENTRIC CONE LEVEUNG RINGS 7 COURSES (MIN)0 6 COURSES AMAX) d F- SEE PIPE OPENING 24 3/4" < d r� DETAIL (S-11) � I io U) to 4 SLOPE w J C' FILL CONCRETE 2"/FT -• < 0 OR BRICK W/TYPE I •�; <,: :. : ,• s;.. OR TYPE II CEMENT MORTAR PIPE INVERT f" g" 6!-4!> OD ELEVATION -11- SECTION —A A SEE MANHOLE EFFLUENT & INFLUENT DETAIL MANHOLE FRAME AND COVER NOT SHOWN FOR CLARITY PLAN VIEW TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS -.T- NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-4 3. SEE PIPE OPENING DETAIL DRAWING NO. S-11 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 INDIAN RIVER COUNT" DEPARTMENT OF UTILITIES SERVICES MAf `J H O L E DRAWING N0. STANDARD SHALLOW S-6 WNW W4, 1 �3.. .1-r . (6w taw MANHOLE FRAME & COVER A ADDITIONAL REINFORCING BA REQUIRED AT OPENING. SLAB TO BE TRAFFIC BEARING. SUE..., . SHOP DRAWING FOR APPROVAL GASKET SEE PIPE OPENING DETAIL (S-11) 5" MIN-� (TYP) FILL CONCRETE OR BRICK W/TYPE I OR TYPE II CEMENT MORTAR I PLAN VIEW ELEVATION SECTION A -A SEE MANHOLE EFFLUENT & INFLUENT DETAIL PIPE INVERT TO BE USED WHEN CUT CLASSIFICATION IS 5'-0" OR LESS NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-4 3. SEE PIPE OPENING DETAIL DRAWING NO. S-11 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 LVE DRAWING INDIAN RIVER COUNTY � MANHOLE NO. DEPARTMENT OF ❑ z UTILITIES SERVICES" I T O MMM san• S-7 � RL�� SLAB I L (. FLEXIBLE PLASTIC GASKET FILL CONCRETE ---� OR BRICK W/TYPE I OR TYPE 11 CEMENT MORTAR MANHOLE FRAME & COVER LEVELING RINGS 2 COURSES MIN) 8 COURSES �lA7L) 'L -SEE PIPE OPENING DETAIL (S-11) ELEVATION ECTf N A—A A CCC l■ w kl"^l r MANHOLE FRAME & COVER NOT SHOWN FOR CLARITY PLAN VIEW TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'--0" '' A -OT- NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 2_ SEE STANDARD MANHOLE CASTING DRAWING NO. S-4 3. SEE PIPE OPENING DETAIL DRAWING NO. S-11 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 5. USE 5'-0* I.D. MANHOLE AS DIRECTED BY THE iRCDUS. I DRAWING INDIAN RIVER COUNTY p MANHOLE NO. DEPARTMENT OF n UTILITIES SERVICES STANDARD D S ORA kVJKN i :L-6. X4..29 . SEE PIPE OPENING 8" DETAIL (5-11) 8" STANDARD "T" 4'-0" ID BRANCH PIPE INVERT CONCRETE 6" (MIN) 6" MIN " (MYP) } _' -' COVER ALL AROUND a 0 `". , {BY CONTRACTOR} Of � SLOPE n o 2"/FT +y STANDARD LONG •., RADIUS ELBOW ,{ FILL CONCRETE—/L24"J OR BRICK W/TYPE I EXTENDED SLAB CAST OR TYPE II INTERGRAL WITH BASE CEMENT MORTAR ELEVATION SECTION A -A SLOPE 4 A 2" I , PLAN VIEW SEE MANHOLE EFFLUENT & INFLUENT DETAIL TO BE USED WHERE DROP IS 2' OR MORE -M 1- NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 2. SEE PIPE OPENING DETAIL DRAWING NO. S-11 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES �� vE MANHOLE DRNO. INDIAN RIVER COUNTY DEPARTMENT OF A � UTILITIES SERVICES >ETYP E A" DROP S-9 OR L WARM ams ta-3.A-3d• c. �w PIPE - INVERT DROP LESS THAN 24" SEE PIPE OPENING DETAIL (S-11) FILL CONCRETE " OR BRICK W/TYPE I OR TYPE II CEMENT MORTAR ELEVATION CTI N A- A SEE MANHOLE EFFLUENT & INFLUENT DETAIL A PLAN VIEW TO BE USED INHERE DROP IS LESS THAN 2' NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 2. SEE PIPE OPENING DETAIL DRAWING NO. S-11 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 INDIAN RIVER COUNTY F OLE DR HONG DEPARTMENT OF Q UTILITIES SERVICES * TYP E Bf� DROP S -1O ORD 2,4 Ia3-A.31. 6" (TYP) SPACE AROUND OUTSIDE OF PIPE SHALL BE - COMPLETELY FILLED WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCING STEEL AROUND OUTSIDE OF PIPE (FOR FIELD INSTALLATION) PIPE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES H.P. ELEV. OF FILL CONCRETE TO BE SAME AS OD OF PIPE ELEVATION 2"PER FOOT SLOPE " (MINIMUM) NOTES 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. �w v INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES SERVICES GOBI DRAWING NO. PIPE OPENING DETAIL S-11 VA" =4 a SEE PIPE OPENING DETAIL (S-11) 3/4" ROCK (20' UPSTREAM) L- PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH 3/'4" ROCK STAINLESS STEEL ACCESSORIES (20' DOWNSTREAM) FILL CONCRETE OR BRICK iIiIw W/TYPE I OR TYPE II CEMENT MORTAR ELEVATION PIPE JOINT DETAIL AT MANHOLE NOTE I. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNEC71ONS 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. 3/4" ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE. INDIAN RIVER COUNTY � MANHOLE DRAWDRAWING DEPARTMENT OF Ei UTILITIES SERVICES � � EFFLUENT & INFLUENTS -12 ,� OR l ©P www xma I a 3. A•33. 4iw FOF STA RAC (SEE NOTES S-5) ELEVATION NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 2. SEE PIPE OPENING DETAIL DRAWING NO. S-11 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 4. NO INSIDE DROP WILL BE ACCEPTED. 5. MATERIALS FOR LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS OR APPROVED EQUAL AND SHALL BE ENGINEERED TO A STANDARD OF 16,000 -POUND VERTICAL DYNAMIC WHEEL LOAD (AASTHO H-20). FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PULPED SEWAGE. 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. INDIAN RIVER COUNTY DEPARTMENT OF n UTILITIES SERVICES E� ORt P FORCE VAIN TIE-IN MANN xma LINER STREAM TYP} C la DRAWING NO. S-13 I;L3.14.34- Im w �a } Gy� � a Vi-.0 aarc; °a .0-1: ZEN ss a 2Z X00 �mO��D�q i'10 �U w I O � �aF wJ � a IM JN1 129-w 29- �a to WLL �� a$ ��3° N � m; �xg�� G, yJy�� u,• �mQ o�4 W4W �Da�^UaO�O�a� u%i'�a��iw ury O F W W N 4 LLI yaS¢�5 0 Uuwu 6COW4rIL''�y�x�FA z Ud NY.. S3W99-� Nf7�W V7uU� WfAQ� b Z ---- — — 1 OP CID 7 LY En vi I� I I f 1' W z (I7 .. mal I I ey I.. 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Contractor shall take necessary precautions against floatation of wet well until all back fill is in place. 2. All concrete shall be class A -A (4,000 PSI for precast and 3,000 PSI for cast -in-place) unless otherwise specified. 3. Reinforcing steel shall be grade 60 fabricated and placed in accordance with ACI code splices and shall be six (6) times the bar diameter number size or 18" minimum unless otherwise noted (STAG. SPL., TYP). 4. All backfill around the pump station site shall be compacted @ 98% density, per T-180. 5.. Chamfer exposed concrete edges'.;" (TYP). 6. Wet well wall shall contain a minimum of .022 sq inllinear foot reinforcement, each way top to bottom. 7. All piping at the pump station site shall be restrained. 8. All Pumps and Pumping Equipment - See IRCDUS approved manufacturers' product list. 9. Stainless steel cable holder shall be located on opposite side of wet well from the influent pipe. 10. Bouyancy calculations shall be required for all pump stations along with the required pump station calculations. 11. No un -flange pipe connections allowed. 12. Maintain minimum of 6" between any piping, fittings etc. and precast concrete. 13. Fiberglass liners shall be installed on all manholes receiving pumped sewage, plus 5 manholes in each direction. 14. Pump station control panel shall be provided with appropriate lightning arrestor. Verify all driven grounds per N.E.C. 15. An access drive shall be provided to all IRCDUS maintained lift stations. All access drives shall be a minimum of 12' wide. If fence is installed, gate shall have a 12' opening. 16. All proposed private station owners are to sign an agreement acknowledging station is to remain private unless subject station is constructed to IRCDUS standards. 17. Pumps shall be designed to provide a minimum pump run time equal to half the cycle time. 18. Pumps shall be designed to provide a maximum clearance of ten feet outside of lift station wet well for future maintenance. 19. All re -pump stations shall have bio -cube odor control systems as required by manufacturer, and approved by IRCDUS. 20. Lift Station is to be located in a dedicated utility easement, 200' away from homes, cul de sacs and surface body water. 21. A safety grate with stainless steel hardware is required for all wetwells 22. Contractor to install permanent signage with contact information and phone number at all IRCDUS and private lift stations. Contractor to provide security for private lift stations per IRCDUS plans review. Security to include, but not limited to, lockable hatch cover lids for the wet well and valve pit. FLOAT CONTROL SYSTEM PUMPING STATION DATA TABU LIFT STATI❑N NUMBER LIMPING CAPACITY G.P.M. 00 FIRY NDII�1 COTIO TOTAL HEAD (t) FEET 00 EFFICIENCY % 00'% INTER- PUMPING CAPACITY G.P.M. -- MEDIATE CONDITION TOTAL HEAD FEET -- EFFICIENCY •/, -- UMPING CAPACITY G.P.M. SECOCONDITION CONDITICl1 TOTAL HEAD(-) FEET - EFFICIENCY % -- MIN. SOLIDS PASS. IMPELLER INCHES 0' PUMP MODEL DUMBER NO. 0000-0-0' PUMP IMPELLER INCHES XX -00 PUMP SPEED (DESIGN) R.P.M. 0000 MOTOR NAMEPLATE H.P. H,P. 0 MAX. PUMP BRAKE H.P. H.P. t 0.0 MAX. NPSHR e SECONDARY FEET -- MAX. MOTOR SPEED R.P.M. 0000 INITIAL INFLUENT n PEAK G,RM. 00 MIN, PUMP CYCLE TIME MINS, 00 ALARM SIGNAL ON FLFV. ELEV.'A' 0.00 INFLUENT PIPE INV. ELEV. ELEV.'B' 0.00 LAG PUMP ON ELEV. ELEV.'C' 0.00 LEAD PUMP ON ELEV. (+) ELEV.'D' 0.00 PUMPS OFF ELEVATION ELEV,'E' 1 0.00 ALARM SIGNAL ON ELEV. ELEV.'F" -- BOTTOM OF WET WELL ELEV.-Ci- (-)0.00 PUMP MANUFACTURER Xl(0 (,) PLNMP..WILL OPERATE BETWEEN PRIMARY AND SECONDARY POINTS. THE LIFT STATION WET WELL SHALL CONFORM TO THE FOLLOWING SIZE: WETWELL DIMENSIONS DEPTH (ft) I DIAMETER (ft) 0-10 6 11-15 8 - 0 10 21-25 12 OR AS APPROVED BY IRCDUS ENGINEER. ALL HARDWARL TO BE STAINLESST 4 I DRAWING INDIAN RIVER COUNTY G� TYPICAL PUMPING STATION NO, DEPARTMENT OF CDATA TABLE & NETES) UTILITIES SERVICES - ORS VACH Rano Ia3.A-37. c. 2' (MIN) 1' (MIN) 1' (MINIMUM) FROM CONTROL PANEL V (MIN)E CONCRETE e SLAB 6 -THICK (MINIMUM) ° FINISHED ELEVATION TO BE A MINIMUM OF 2" ABOVE ° GRADE ELEVATION ° 1' (MIN) CURB STOP D ° e a EMERGENCY p GENERATOR 6"x6" 10x10 W/WIRE MESH t 11111 OR FIBERCRETE (TYP) PLAN VIEW ° ALTERNATIVE "A" " ° —REINFORCED CONCRETE SLAB ° 0 6 -THICK (MINIMUM) p 1' (MIN) a 1(MIN) �—� 12' (MIN) 1' ('MIN) ° ° — EMERGENCY GENERATOR ° ° s °D b ° 1' (MIN) 1' (MIN) D CURB STOP V (MIN) FROM CONTROL PANEL ° ❑ a °p a ° D REINFORCED 2' (MIN) ° ° CONCRETE SLAB REINFORCED CONCRETE °R ° p 6 -THICK (MINIMUM) SLAB 6 -THICK (MINIMUM) ° HJ. 0 1' (MIN) D � 12' MIN 4 TURN APRON (TYPICAL) 10' (MIN) D ,° an a P PLAN VIEW ALTERNATIVE "B" 10' (MIN) 10' (MIN) NOTES 1. LOCATION OF CONTROL PANEL PER IRCDUS INSPECTOR. 2. NATURAL GAS TO BE USED TO POWER GENERATOR IF AVAILABLE. 3. EXPANSION JOINTS SHALL BE REQUIRED AT WETWELL VALVE PIT AND MANHOLE AS APPLICABLE. 4. CONCRETE SLAB CONSTRUCTION TO CONFORM TO ACI 318 STANDARD. NG INDIAN RIVER COUNTY �� VE� TYPICAL PUMPING STATION DR NO. DEPARTMENT OF UTILITIES SERVICES (DETAIL SHEET) S 17 ORI 4 =4 Ia3.A.3S - �w c. CONTROL PANEL (SEE NOTE 12) MOTOR CABLE (TYP) CONDUIT SEAL BUSHING (WATERTIGHT TO PREVENT MOISTURE AND GAS FROM ENTERING CONTROL PANEL BOX) MATCH CABLE (FURNISHED WITH PUMP) EMERGENCY GENERATOR RECEPTACLE SEE SPECIFICATIONS FOR RECEPTACLE MODEL SILENCER ANNUNCIATING LIGHT RESET � NAME PLATE (TYPICAL) '----H❑A 2'0 PRE -PUNCHED ELECTRICAL CDNNECTION HOLE RED COLOR FLASHING ALARM LIGHT WITH CAGE RUN INDICATING LIGHTS TERMINAL BLOCK FOR EXTERNAL ALARMS N14 TO RTU (FROM VALVE PIT) MI # 113 #4 ALARM HORN 2' ALUMINUM CONDUIT TO STATION (MIN) CONFIRM WITH PUMP MANUFACTURER REFER TO SECTION 10 SUBMERSIBLE WASTEWATER PUMPING STATION NOTES 1. ELECTRIC SERVICE SHALL BE 3 PHASE. 2. ALARM HORN SHALL BE SEALED TO PREVENT LEAKAGE. 3. CONTROL PANEL TO BE APPROVED BY IRCDUS BEFORE INSTALLATION. 4. REFER TO SECTION 8 FOR PUMPING STATION SPECIFICATI❑NS. E$ONT VIEW TYPICAL CONTROL PANEL 5. BOTTOM OF PANEL TO BE 28' TO 34' ABOVE GROUND. 6. DISCONNECT BETWEEN METER AND PANEL TO BE STAINLESS STEEL NON FUSABLE. 7, ALL HARDWARE AND FASTENERS TO BE STAINLESS STEEL, 8, TOOLS L SPARE PARTS (SEE SECTI❑N 10.05) 9. CONTROL PANEL SHALL MEET THE REDUUIREMENTS OF SERVICE ENTRANCE BY PROPERLY BONDING DR SHALL BE UL SERVICE ENTRANCE RATED. 10. CONTROL PANEL SHALL HAVE A DATA FLOW, FLOAT BY-PASS SWITCH. 11. THE MAXIMUM HORSEPOWER RATING FOR A 240 VOLT LIFT STATION SERVICE IS 20 H.R ANY PUMP SIZE GREATER THAN 20 H.P. NEEDS A 480 VOLT SERVICE. 12. THE CONTROL PANEL SHALL BE 4X NEMA, WHITE POWDER COATED STAINLESS STEEL. 13. WATER SERVICE LINE (1'0) WITH REDUCED PRESSURE BACKFLOW PREVENTER, WATER METER AND HOSE BIBB REQUIRED. CONTROL PANEL (SEE NOTE 12) (2) 4' ALUMINUM SCH 40 SUPPORT POSTS (TYP) _ SERVICE DISCONNECT METER (STAINLESS STEEL) ENCASED METE CONTROL PANEL I ALUMINUM UNISTRUT BRACING \2 REWR SERVICE DISCONNECT z (2) 4' ALUMINUM SOH 40 SUPPORT � POSTS (TIP') # 3/0 BARE COPPER WIRE GROUND CLAMP HOSE BIBB-" SEE NOTE 13 FINISH GRADE PS MIN f \ / 3D 0 PEED AGAINST2' \\\� LMIDISTURBED SOIL LEM ROD COPPE WELD10GROM 12' MIN 2' PVC TUBE CONDUIT TO POWER CONDUITS TO PUMPING POLE SEE SITE PLAN STATION (SEE PLAN) TYPICAL SERVICE ENTRANCE STRUCTURE YV�ft' DRAWING INDIAN RIVER COUNTY �� �� TYPICAL PUMPING STATION NO. DEPARTMENT OF (ELECTRICAL DETAILS) UTILITIES SERVICES WARCH 2014 R 13.X4. 3 �w L49 DETECTI❑N TAPE (SEE NOTE NO 6) PR❑VIDE TRENCH SLOPE AS REQ'D PR❑VIDE TRENCH SLOPE AS REQ'D -FINISHED GRADE MAINTAIN TRENCH WIDTH 2'-0' ABOVE TOP OF PIPE MAXIMUM WATER -� LEVEL ALLOWABLE DURING CONSTRUCTION 3/4' DIA BEDDING ROCK OR PEA ROCK WHERE C❑NDITI❑NS REQUIRE �J I 16' ❑THER APPROVED (SEE NOTE 4) a tU 12' 1 PIPE 1 12' OD TRENCH WIDTH ELEVATION METHOD TO ACHIEVE 987. COMPACTION ---- - - 6' M A X LAYERS AT 98'/. UNDISTURBED SOIL NINES 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION.. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. 5, TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-0'. 6. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1' BELOW SURFACE, TAPE TO BE MARKED -'CAUTION, WATER LINE BELOW', CAUTION, FORCE MAIN BELOW', OR 'CAUTION= REUSE WATER MAIN BELOW'. TRACE WIRE SHALL ALSO BE USED CONTINUOSLY ON ALL PIPE. (SEE DETAIL M-13). 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATI❑NS, WHICHEVER IS MORE STRINGENT. 8. ALL PIPE TO BE LOCATED 5' O.C. (TYPICAL) FROM EDGE OF PAVEMENT, PER FDOT INDEX 105. INDIAN RIVER COUNTY � � TRENCH DETAIL DRAWINGNO, DEPARTMENT OF UTILITIES SERVICES , q* (UNPAVED EASEMENTS) M-1 ORL N001 2ft4 I Q.3. A, 4D TRENCH WIDTH FI MECHANICALLY TRENCH WIDTH `W' + 4' MIN SAW EXISTING SURFACE REST❑RATI❑N PAVEMENT 12' EXISTING MIN BASE • �.. rrrrrr/ r/rrr/rrr •' • . rr/rrr/ rrrrrrrrr . • rrrr/r/ r/rr• .• � /.rrrr/rr/rr/ rrr rr 2rrr /r rr rr Li REPLACEMENT DETECTI❑N TAPE (SEE NOTE NO 8) LIMERCK BASE Q IN 3 LIFTS AT 'Uzi 98% 98% v 6' (MAX) LAYERS TO :a (SEE NOTE 6) In ACHIEVE 98% COMPACTION N MAXIMUM WATER LEVEL I _... 6' MAX 1 ALLOWABLE DURING , LAYERS CONSTRUCTION AT 98% 4 t 3I4' DIA BEDDING ROCK 12" PIPE I2" UNDISTURBED SOIL OR PEA ROCK WHERE ❑D CONDITI❑NS REQUIRE TRENCH WIDTH .W. ELE`yATI❑N NOTES 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PR❑VIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT IN DEPTH WITH EXISTING MATERIALS AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2' MIN. THK.) MATERIAL TYPE TO BE SPICIFIED. 4, COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 5. ALL ROADWAY RESTORATI❑N SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKSfFDOT STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. 7. TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-0'. 8. 2' WIDE DETECTIIDN TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1` BELOW SURFACE, TAPE TO BE MARKED-'CAUTION, WATER LINE BELOW', CAUTION, FORCE MAIN BELOW', OR 'CAUTION¢ REUSE WATER MAIN BELOW'. TRACE WIRE SHALL BE USED CONTINUOUSLY ON ALL PIPE. (SEE DETAIL M-13). 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. 10. ALL PIPE TO BE LOCATED MINIMUM OF 5' ❑.C. (TYPICAL) FROM EDGE OF PAVEMENT, ALL RESTORATION (SODDING) SHALL BE PER FDOT INDEX 105. INDIAN RIVER COUNTY � YV � TRENCH DETAIL DRAWING DEPARTMENT OF UTILITIES SERVICES (PAVED AREAS & SHOULDERS) - �0RI�t7 VANCK a%4 i z3, A. t .m, tXv DRAWING INDIAN RIVER COUNTY �o� RESTRAINING NO. DEPARTMENT OF UTILITIES SERVICES * RIS SCHEDULE AND NOTES; M-31 D o O o 0 0 0 0 0 0 0 0 o n Lad wo N 0 0 o C7 Co 0 o O h U W N 0 0 0 0 0 0 o N o A Iw,- o 4 Gf v 9 9 O v b b n a A 0 cQ 0 0 0 0 O o 0 n 0 [� N o In o cu O N Lo w W W O b b b Oo O ti O Ri cn Z ,-4 .{'7-F .n-' (ki N N 0 0 0 0 o to 0 0 0 co o r) Tr h-� z fu C30 aD v n v W .. ., ., w Lv Lv W J z n P Lfi in in US u7 tn 0 0 ru 0 V Ln Ln w . cu Cil cu Z fn W r -4 Ch o co cu � D [tel L U ecu .. .-� ni cu cu 4 o � W W -w � ce CQ to 07 It It W A v J L o • N~ . U7 0 0 0 io .-a iU cu N lu o 0 0 W U �a A cu o In O Lu o N In N o rn In m o t ih . G N o 0 0 CC N N cl Lf5 LnN w a,.o © G+ O N T W z o v Lrf o o N LF)o b o W QS In O+ ,�, N ru A W W � W wLL. ca N o Pi J 1'!7 IA In c cLt cu ru .-_I ��, --� p T :tea a LL. (u O O ® 0 LV 0 Lu in [U � f'7 N m o U7 e u7 C t0 r --i UJLo = Z �" W _ Q Ln d Lf7 o P Lia o O N o b cu L7 H Q JLn cu r� V) a Ln %D n m 0% zNr E z W (y J P4 W o C) ch in OD m n Lon ODD m N CLJ v cu w cu A L� . LJ C> tw Q Zf/)t1s �-r W .� W dl < = ce N CL i @] d' OD GO O 02 cD 0 10 0 QD Cil 0) P Z LL W �¢ iu 'd' d' _ w v fy 04 Q .m, tXv DRAWING INDIAN RIVER COUNTY �o� RESTRAINING NO. DEPARTMENT OF UTILITIES SERVICES * RIS SCHEDULE AND NOTES; M-31 c. �w FINISHED GRADE SEE NOTE NO. 3 - FOR ACCEPTABLE DEFLECTION OBSTRUCTION SLOPE` TOA, ,rr PRESSURE MAIN �--- CENTER A FULL LENGTH OF PIPE AT THE POINT OF CROSSING ELEVATION NOTES *1. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY, VACUUM TYPE SANITARY SEWER, STORM SEWER OR PRESSURE TYPE SANITARY SEWER, WASTEWATER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 BELOW THE OUTSIDE OF THE OTHER PIPELINE. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURETYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER. 3. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS, MAXIMUM JOINT DEFLECTION. 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS ENGINEERING. 5. SEE TRACER WIRE DETAIL. M--13 ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND STRUCTURES (I.E. WALLS, TREES, TRANSFORMER PAD'S, ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FOUR (4) FEET FROM ANY UNDERGROUND UTILITIES (I.E. GAS MAINS, TELEPHONE LINES, CABLE LINES, IRRIGATION MAINS, ETC.) V DRAWING INDIAN RIVER COUNTY CROSSING No. DEPARTMENT OF UTILITY CpOSSI G j� UTILITIES SERVICES *G M — 4 ORIS mwew Orn. I a3. A-,43. (w (ow ASPHALT SURFACE VALVE BOX PAD - 36" SQUARE (SEE M-6) F 12" (MAX) LIMEROCK BASE ROCK TO EXTEND - ABOVE EXTENSION PROVIDE ERTEN AS SHOWN TRACE WIRE TRACE WIRE BRASS VALVE INDICATOR DRIVEN OR ANCHORED FLUSH INTO ASPHALT SURFACE co (1) - NO. 30 CONTINUOUS VALVE BOX LID (SEE NOTE 7) - WRAP WITH FILTER CLOTH 1 SLIDE TYPE VALVE BOX -VALVE 1 TYP E + I PAVED — VALVE BOX PAD — 24" SQUARE (SEE M-6) FINISHED GRADE TYP F 11 UNPAVED AREA 2"0 BRASS INDICATOR SHALL BE WET SET FLUSH INTO FIBERCRETE CURB BOX 2"0 TO HOUSE' TRACE WARE WITH DUCTILE IRON LID E IE E V,A T I O n I i"A I lJ I V . NOTES 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS. 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL VALVES AS DIRECTED BY IRCDUS. (SEE M-9) 3. ALL VALVES REQUIRE A LAT & LONG IN DEGREES & MINUTES 4. SEE TRACER WARE DETAIL. M-13 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL VALVES. (SEE W-1) 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT (WATER) - BLUE WATER MAIN VALVE - WHITE FORCE MAIN VALVE - GREEN REUESE MAIN VALVE - PURPLE BRINE - BROWN 7. VALVE BOX LID LOCATED IN PAVEMENT SHALL BE A MINIMUM 24 LBS. WITH A MINIMUM 6" (LONG THROAT) LID WITH RAISED LETTERS MARKED: "WATER", "SEWER", "BRINE", OR "REUSE WATER' AS APPLICABLE. 8. VALVE BOX SHALL COMPLY WITH FDOT STANDARDS AS APPLICABLE. 9. VALVE BOX EXTENSIONS OVER 36" REQUIRE IRCDUS ENGINEERING APPROVAL. tVIE DRAWING INDIAN RIVER COUNTY NO. DEPARTMENT OF Q VALVE AND BO UTILITIES SERVICES * M-5 t� 0R1UMC, m,. c. PAD AT EACH E I) PAD AT EACH YPE II) :URB BOX 2'0 TO HOUSE TRACE WIRE PITH DUCTILE IRON LID IS TO BE ROVIDED IN UNPAVED AREAS (TYPE II) VALVE BOX LID (SEE NOTE 3) 2'0 BRASS INDICATOR (EXAMPLE) SHALL BE FLUSH WITH PAD/PAVEMENT AND SHALL BE WET SET IN CONCRETE OR DRIVEN/ANCH❑RED IN ASPHALT PLAN VIEW NOTES 1. VALVE BOX LID SHALL BE PAINTED, BLUE - WATER GREEN - FORCE MAINS PURPLE - REUSE WATER BRINE - BROWN 2. IN UNPAVED AREAS (SEE M-5, TYPE II) A BRASS VALVE INDICATOR IS TO BE PROVIDED WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION. (SEE EXAMPLE ABOVE) INDICATOR SHALL BE FLUSH WITH PAD/PAVEMENT. 3. VALVE BOIL LID LOCATED IN PAVEMNT SHALL BE A DUCTILE IRON STAY -PUT COVER, MINIMUM 24 LBS, WITH A MINIMUM 6' L❑NC, THROUT AND SHALL BE MARKED WITH RAISED LETTERSt 'WATER', 'SEWER', 'BRINE', OR 'REUSE WATER" AS APPLICABLE, 4. VALVE BOX SHALL COMPLY WITH FD❑T STANDARDS AS APPLICABLE. 5. NO VALVE RINGS ARE TO BE USED. 6. IN TYPE I, PAVED AREAS, THE VALVE BOX PAD TOP ELEVATION SHALL BE EVEN WITH THE ROCK GRADE TO ALLOW BOTH LAYERS OF ASPHALT TO COVER THE VALVE BOX PAD WITH THE FINAL ASPHALT LAYER FLUSH WITH THE TOP OF THE VALVE BOX. gv DRAWING INDIAN RIVER COUNTY NO, DEPARTMENT OF Q �r VALVE BOX P A D UTILITIES SERVICES M-6 L R ��MACM 9%, MANHOLE FRAME WITH HINGED LID FINISHED GRADE PAVEMENT �" 2' ( MIN) (SWALE) 10, GASKET MANHOLE LINER--,,,,,,,L320- SEE NOTE 2 8' 5'-0' ID 8' AIR RELEASE 5 VALVE DETAILS SEE M-8 6' MIN (TYP) kw g, z p � p a � nr fU 3/4' GRAVEL OR ELEVATI❑N DRAIN ROCK WATER MAIN/WASTEWATER MAIN -N NOTES 1. AIR RELEASE VALVE IS TO BE LOCATED INSIDE A CONCRETE MANHOLE WITH HINGED LID. ALL MATERIALS PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST, 2, MANHOLES FOR SEWER FORCE MAINS SHALL BE LIMED, ALL LINING MATERIAL SHALL BE PER INDIAN RIVER COUNTY APPROVED MANUFACTURES' PRODUCT LIST, 3, SEE AIR RLEASE VALVE DETAIL (M-8) 4. SEE TRACER WIRE DETAIL. (M-13) 5. WASTEWATER LIDS SHALL BE VENTED, INDIAN RIVER COUNTY tVE BELOW GROUND DEPARTMENT OF AIR RELEASE VALVE MANHOLE i3TILITIES SERVICES � �"�' LQRt (AUTOMATIC - WATER/VASTEUATER) vAftG,M„ DRAWING A n NO. m^7 (aw c. AIR RELEASE VALVE STAINLESS STEEL 1/2" PVC AND FITTINGS 4' STAINLESS STEEI WET TAPPING SLEE% AIR RELEASE VALVE STAINLESS STEEL 2" DIAMETER STAINLESS STEEL 2' DIAMETER NIPPLE OR NIPPLE STAINLESS FLANGED FITTING STEEL OR FLANGED F1rnNG 2" BALL VALVE STAINLESS STEEL ]-2" STAINLESS STEEL + WET TAPPING SLEEVE WASTEWATER FORCE MAINS PIPE DIAMETER 6" OR SMALLER AND ALL OTHER MAINS -4" AND LARGER (Z k" 4) NOTES 4"STAINLESS STEEL TAPPING VALVL WASTEWATER FORCE MAINS PIPE DIAMETER 8" OR LARGER ELEVATION WATER MAINIWASTEWATER MAIN -MT- 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE IRCDUS. 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL DRILLS, AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE CROSSING. 3. SEE TRACER WIRE DETAIL. M-13. 4. IF FORCE MAIN IS 8" OR LARGER A 4" TAP AND AIR RELEASE VALVE SHALL BE USED. FORCE MAIN 4" OR SMALLER CONSULT IRCDUS ENGINEERING. NG INDIAN RIVER COUNTY M v � ABOVE GROUND DR NO. DEPARTMENT OF p A I R RELEASE VALVE DETAIL M-8 UTILITIES SERVICES ' ( AUTOMATIC - WATER/WASTEWATER) MAFM 2M4 I *;L3• A .A4' T. (hw gma10.131:i�,v*l0aIMI z H M FINISHED GRADE SIZE OF MAIN H SERVICE DEPTH OF COVER 0 9 Pd OD PLACE OVER PIPE IN VALVE L❑CATI❑N MOTES 1. MARKER TO BE PLACED DIRECTLY OVER PIPE AS DIRECTED BY IRCDUS. 2, MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. 3, MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES AND RE -USE MAIN VALVES AS DIRECTED BY IRCDUS. 4, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS" PRODUCTS LIST, NG INDIAN RIVER COUNTY v � PERMANENT DRNO. DEPARTMENT OF Q ,+ p UTILITIES SERVICES LAND N D MARKER M r 7 'LORx HARCM M4 ta3.A.443 CARRIER PIPE (ALL RESTRAINED) 201-O„ (TYP) 2'-6" 5'-O" 5'-0" SIDE VIEW CASING INSULATOR WITH RUNNER HEIGHT TO BE LARGE ENOUGH, SO THAT IT DOES NOT INTERFERE WITH THE PIPE RESTRAINED JOINTS STEEL CASING PIPE DETAIL SECTION A—A 5'-O" 2'-6 A A STAINLESS STEEL NUTS & BOLTS CARRIER PIPE -, T- 1 N OTES 1. NUMBER OF INSULATORS AS PER MANUFACTURERS' SPECIFICATIONS. �v DRAWN G INDIAN RIVER COUNTY � JACK A V LBORE Na. DEPARTMENT OF UTILITIES SERVICESQ� (BLOCKING DETAIL)4-� I�).3.A-4R. Im CA (S ~ ONE LENGTH MINIMUM ELEVATION Uu' IILG IRVIV M-0. CLASS 52 PIPE CARRIER PIPE SIZE STEEL CASING MINIMUM WALL THICKNESS 4" 12" .188 6" 14" .250 8" 16" .250 10" 20" .250 12" 24" .250 16" 32" .375 20" 40" .375 24" 48" .500 30" 60" .625 36" 72" .625 42" 84" .625 48" 96" .625 N OTE 1. IF RETAINER GLANDS ARE REQUIRED, THE CASING SIZE SHALL BE ADJUSTED ACCORDINGLY. �] DRAWING INDIAN RIVER COUNTY CASING INSTALLATION NO. DEPARTMENT OF UTILITIES SERVICESR i �* DETAILS MANN2M. I M )23. A. SO- v 180" RETURN BEND STAINLESS STEEL � � � 31 PIPE HARDWARE CLOTH 316 STAINLESS STEEL INSECT SCREEN 0 I i OFFSET WITH BENDS DRILL OR THREAD OPENING, AS REQUIRED 'WELD CONNECTION, OR 6" SADDLE AS REQUIRED r NEOPREME BOOT WITH STAINLESS STEEL STRAP I II I II 1 II I 11 MAIN NEW STEEL CASING ELEVATION OR P.E. PIPE NOTE 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE IRCDUS ENGINEER IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. INDIAN RIVER COUNTY ¢�V� �f A It I I-1 p ,r1 C7 E �R NOGG DEPARTMENT OF � y JACr\ AND y V U lJ f'� M - UTILITIES SERVICES (CASING VENT) 1 � LORD MAt" 2W4 III - SPECIFICATIONS c. SECTION 7 WATER MAINS DUCTILE IRON PIPES AND FITTINGS SECTION 1 NATER MAIDS DUCTILE IRON PIPES AND FITTINGS 1.01 SCOPE This section covers cast ductile iron pipe and cast ductile iron fittings for water mains. 1.02 GENERAL A. Ductile iron pipe (D.I.P.) shall be allowed for use as water pipe where compatible with the specific conditions of the project. The use of material other than ductile iron may be required by Indian River County Department of Utility Services (IRCDUS) during construction permit review or by IRCDUS field personnel during construction if it is determined that ductile iron pipe is unsuitable for the particular application. B. All ductile iron pipe shall be manufactured in accordance with AWWA Specification 0150 (A21.50-96), or latest revision and shall be pressure Class 300 or 350 minimum as depicted on Table 1.1 on page 1-2. All ductile iron pipe crossing under roadways and other trafficked areas shall be pressure class 350 minimum. C. Unless specifically indicated otherwise, restrained joint underground piping shall be manufactured restrained bell and spigot and above ground piping shall be flanged. D. Cutting of ductile iron pipe shall be by sawing only 1.03 PIPE Ductile iron pipe shall be bell and spigot cast in accordance with AVVWA Specification C150 (ANSI A21.50-96), or latest revision. Cast ductile iron shall have a minimum tensile strength of 60,000 psi, with a minimum yield strength of 42,000 psi. Pipe wall thickness shall be computed in accordance with AWWA Specification C150 (ANSI A21.51-96), or latest revision, using the physical characteristics cited above, with a minimum working pressure of 200 psi and a Laying Condition "Type 2." Unless otherwise indicated or specified herein, the pipe shall have the minimum wall thickness according to class designation for diameters shown. All pipe shall be given a minimum factory hydrostatic test of 500 pounds per square inch. 1 -1 1.04 FITTINGS A. All underground fittings shall be either push on, restrained, or mechanical joint. Mechanical joints shall conform to AWWA Specification C110 (ANSI 21.10-98) or 0153 (ANSI 21.53-00), or latest revisions. All aboveground fittings shall be flanged joint. B. The pressure rating shall be 350 psi. C. Joint restraint, when required, shall be in accordance with IRCIOUS Approved Manufacturer's Product List or equal. 0. All fittings shall be lined with the same material as specified for the pipe as per paragraph 1.05. 1.05 LINING AND COATING A. Unless otherwise indicated, all ductile iron pipe shall be factory lined and coated. B. Lining: All pipe shall be cement mortar lined and seal coated in accordance with AWWA Standard C104 (ANSI A2.1.4-95), or latest revision unless double lined is required by IRC©US. 1-2 TABLE 1.1 Liiw PRESSURE CLASS OUTSIDE 300 PSI 350 PSI SIZE DIAMETER THICKNESS THICKNESS (INCHES) (INCHES) (INCHES) (INCHES) �. 3 3.96 --- 4.25 4 4.80 --- 0.25 6 6.90 --- 0.25 8 9.05 --- 0.25 10 11.10 --- O,26 12 13.20 --- 0.28 14 15.30 0.30 0.31 16 17.40 0.32 0.34 18 19.50 0.34 0.36 20 21.60 0.36 0.38 24 25.80 0.40 0.43 30 32.00 01.45 0.49 36 38.30 0.51 0.56 42 44.50 0.52 0.63 48 50.80 0.64 0.70 54 57.56 0.72 0.79 60 61.61 0.76 0.83 64 65.67 0.80 0.87 1.04 FITTINGS A. All underground fittings shall be either push on, restrained, or mechanical joint. Mechanical joints shall conform to AWWA Specification C110 (ANSI 21.10-98) or 0153 (ANSI 21.53-00), or latest revisions. All aboveground fittings shall be flanged joint. B. The pressure rating shall be 350 psi. C. Joint restraint, when required, shall be in accordance with IRCIOUS Approved Manufacturer's Product List or equal. 0. All fittings shall be lined with the same material as specified for the pipe as per paragraph 1.05. 1.05 LINING AND COATING A. Unless otherwise indicated, all ductile iron pipe shall be factory lined and coated. B. Lining: All pipe shall be cement mortar lined and seal coated in accordance with AWWA Standard C104 (ANSI A2.1.4-95), or latest revision unless double lined is required by IRC©US. 1-2 C. Coating: Unless specified otherwise, all pipe shall be bituminous [ coated outside to a dry film thickness of at least 1 mil. D. Repair: Anywhere that the coating is removed purposely or accidentally, the area shall be cleaned of any rust, grease, and dirt and re -coated to a minimum dry film as specified for the individual piece. E. Encasement. If and where directed by IRCDUS's Engineer, a polyethylene encasement shall be provided around pipe, fittings, and valves. The material, installation, and workmanship shall conform to applicable sections of AWWA 0105 (ANSI A21.5-99), or latest revision. Installation methods A or B shall be employed using flat tube polyethylene. The Contractor shall make provisions to keep the polyethylene from direct exposure to sunlight prior to installation. Backfilling following installation shall be completed without delay to avoid exposure to sunlight. F. All exposed (i.e. aerial crossings) Ductile iron pipe water mains shall be primed and painted blue as per IRCDUS Approved Manufacturer's Product. List or equal. 1.06 BELL AND SPIGOT CONNECTIONS Joints in bell and spigot pipe shall be push -on, mechanical, or restrained joints in accordance with AWWA Standard 0111 (ANSI 21.11-00), or latest revision. Pipe restraints shall also be in accordance with IRCDUS Standards or as directed by IRCDUS's Engineer. 1.07 FLANGED CONNECTIONS A. All flanged pipe barrels shall comply with the physical and chemical requirements as set forth in the Handbook of Ductile Iron Pipe of the Cast Iron Pipe Research Association, latest revisions. Flanges shall be in accordance with ANSI Specification B16.1 for Class 125 flanges. Bolts shall comply with ANSI Specification B18.2. B. Flanged pipe shall be faced and drilled to the American Standard Drilling, unless special drilling is called for or required. Where tap or stud bolts are required, flanges shall be tapped. Flanges shall be accurately faced and drilled smooth and true, at right angles to the pipe axis and shall be covered with zinc dust and tallow or a rust preventive compound immediately after facing and drilling. C. Flanged pipe with screwed -on flanges shall be furnished with long hubs, and the flanges shall be screwed on the threaded end of the pipe in the shop, and the face of the flange and end of pipe refaced together. There shall be no leakage through the pipe threads and the flanges shall be designed to prevent corrosion of the threads from outside. 1-3 D. Flanged joints shall be made with bolts or stud bolts and nuts. Bolts, stud bolts, and nuts shall conform to American Standard heavy dimensions, semi -finished with square or hexagonal heads and cold punched hexagonal nuts, meeting the requirements of ASTM Designation A-304SS. Bolt sizes shall be American Standard for the flanges specified, and bolts and nuts shall have good, true threads. E. Gaskets shall be in accordance with AWWA Standard 0115 (ANSI A21.15-99), latest revision. 1.08 SUBMITTALS Before starting fabrication of the ductile iron pipe and fittings, the Contractor shall submit complete detailed working drawings for approval by the Engineer. Such drawings shall show the piping layouts and contain schedules of all pipe, fittings, valves, expansion joints, hangers and supports, and other appurtenances. Where special fittings are required, they shall be shown in large detail with all necessary dimensions. The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections. IlIiw 1.09 MARKING A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See trace wire detail M-13 for specifications regarding installation. B. Trace wire is required over all pipes or as required by IRCDUS. C. Location tape is required over all pipes. Tape is to be installed 12" below proposed grade and additional tape shall be adhered directly on top of pipe if required by IRCDUS engineering. 1.110 INSTALLATION A. Unless otherwise noted on the drawings or in other sections of this specification, the pipe shall be handled and installed in strict accordance with the manufacturer's instructions and with the applicable provisions of AWWA C600-99, or latest revision. If a conflict exists between the manufacturer's instructions and the AWWA Standards, the manufacturer's instructions shall govern. The Contractor shall use every precaution during construction to protect the pipe against the entry of non -potable water, dirt, wood, small animals, and any other foreign material that would hinder the operation of the pipeline. Where the groundwater elevation is above the bottom of the trench, the Contractor shall provide suitable dewatering equipment. All piping shall be placed in a dry 1-4 123 _8. G . trench, unless the IRCDUS's Engineer approves wet trench installation. B. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches. Contractor shall determine top of pipe elevation and top of ground elevation for every two joints of pipe installed using a level. Pipe must have the minimum cover described above and must be within +1- 0.2 feet of the top of pipe elevation indicated on the drawings. Installed pipe, which does not meet these requirements, shall be reinstalled until it does meet these requirements. Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer or his representative. Engineer reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements, at no cast to the IRCDUS. END OF SECTION 1-5 SECTION 2 WATER MAINS POLYVINYL CHLORIDE PIPE AND FITTING IAb.G. i W C' r r N N N N CD C C C 00m a C7 ov > v a_ r —0 �m@mom m 3 cn �'�n m ` Z , m cn O �. 3 * — m (5n in a Z -� 3�� bCT;u —0 �'�D n ak o�O30(D A m m �= O a N. v = 4 m _0 O r� (n O c (A m 0 a *� � • w = - � � , ak � tD n i' o � (D I Ur C z3, @ -0 m V) O �_ �e O — - CD C3 m X 2 `� D Q 3 3 ' cn (D C (D (D (D `C O (D `C =rN n -' Q Cl C7 L7 (D _ as �` Q m �. .� �. rQ ak a r Q (Dv (D (CD s a =r -- a U7 g n � a Ka C- o' = 0:r _� -- in a. �a m (Cl vc <.. 3m�< a� U) CD 0( m 3� ca _ C: CL USN rn 3_-a °m p� 0 (D (D N �' 3 (D r.d 7 (D3 CD 0 �7 N v soma Cco 0 a3k ° m CL h a to -z r, 3 0 ro -,. 0- CL "O C - (n v iD m O CL co (D ©m CL (DS3 0 3 O vCL (D .+ � �< . (D _ ilk — cn 0 (D o=2I j(DO M 3 ncr (pia`° �D 3 CD m5 2�'m "g 3a � 3° - 7 v -►m 3U]� cn •n {p 3 (Da �— o p a (D q C G7 CD '� 5 {� 1N O = rn' - [OD ak in n� i" 0 CC 3 � 2 � � ��' � � � 0 = N 3 ,.� r r O (D O N om . a. Q D i (D o �, 3 ` g a� a fl ::E (a 00a s0 4 Cl) O p7 3 Q 'fi ;:W ED cr =+ cn� (D r► : r. o 0 m 0 fn m iQ vk y U C? a (say cQ nk c0i m � � � c�ik � � � 0 � � CD v �_�n3�in 0 ° mp>�� (D 3 v (D 3 N rt ;.�cn(D D (D r.0 �'(D N C) -�D �' a) 3 N O j cr pk rs cu "0 o ~' a 1 FD7 :3 _ t7 (s C ro v, Z C cn v Q R o 0 cn o m E 3� v CD � vn r: cD a (D -� ? C) CL c� ip - cn m n Z B material and conform to the outside diameter of cast iron pipe [ with a minimum wall thickness of DR 18. fir► C. Polyvinyl chloride pipe shall be in accordance with IRCDUS Approved Manufacturer's Product List or equal.. D. The pipe shall be blue in color. 2.05 PIPE MATERIALS FOR SIZES 14" THROUGH 36" A. All pipe and fittings intended for conveying or transmitting potable water shall be designed for a minimum working pressure of 150 psi. B. Polyvinyl chloride pressure pipe shall conform to AWWA Standard Specifications C905-97 and ASTM D1784, or latest revisions. PVC pressure pipe shall be made from Class 12454-A or Class 12454-B material and conform to the outside diameter of cast iron pipe with a minimum wall thickness of DR18. C. Polyvinyl chloride pipe shall be in accordance with IRCDUS Approved Manufacturer's Product List or equal.. D. The pipe shall be blue in color. 2.06 JOINTS A. Joints for PVC pressure pipe shall be bell and spigot push -on rubber gasket type only. No solvent weld or threaded joints will be permitted. B. The IRCDUS's Engineer may consider other type joints for specific installation upon submission of specifications and approval. C. Restraint joints, when required, shall be in accordance with IRCDUS Approved Manufacturer's Product List or equal.. 2.07 FITTINGS A. All fittings shall be ductile iron mechanical joint and shall conform to AWWA Standard Specifications C110fA21.10-98 or C1531A 21.53-00, or latest revisions. Fittings shall be cement mortar lined and seal -coated in accordance with AWWA Standard Specifications C104/A21.4-95, or latest revision. B. The pressure rating shall be 350 psi. C. Joint restraint, when required, shall be in accordance with IRCDUS Approved Manufacturer's Product List or equal.. 2-2 2.08 SUBMITTALS Before starting installation of the PVC pipe and fittings, the Contractor shall submit complete detailed working drawings for approval by the 1RCDUS's Engineer of record and IRCDUS, Such drawings shall show the piping layouts and contain schedules of all pipe, fittings, valves, expansion joints, hangers and supports, and other appurtenances. Where special fittings are required, they shall be shown in large detail with all necessary dimensions. The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections. 2.09 MARKING A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See trace wire Detail M- 13 for specifications regarding installation. B. Trace wire is required over all pipes. C. A 2" wide magnetic I.D, location tape is required over all pipes. Tape is to be installed 12" below proposed grade and additional tape shall be adhered directly on top of pipe if required by IRCDUS engineering. 2.10 INSTALLATION A, Unless otherwise noted on the drawings or in other sections of this specification, the pipe shall be handled and installed in strict accordance with the manufacturer's instructions and with the applicable provisions of AWWA Standard Specifications C605-94, or latest revision. if a conflict exists between the manufacturer's instructions and the AWWA Standard Specifications, the manufacturer's instructions shall govern. The Contractor shall use every precaution during construction to protect the pipe against the entry of non -potable water, dirt, wood, small animals, and any other foreign material that would hinder the operation of the pipeline. Where the groundwater elevation is above the bottom of the trench, the Contractor shall provide suitable dewatering equipment. All piping shall be placed in a dry trench, unless the Engineer of Record and IRCDUS approves wet trench installation. B. Depth of Cover and. Pipe Elevation; Unless otherwise shown on the drawings, or otherwise authorized by the IRCDUS, all pipe shall have a minimum depth of cover of 36 inches. Contractor shall determine top of pipe elevation and top of finished grade elevation for every two joints of pipe installed using a level. Pipe must have the minimum cover described above and must be within +1- 0.2 feet of the top of pipe elevation indicated on the drawings. Installed pipe, which does not meet these requirements, shall be reinstalled until it does meet these 2-3 1 a3. C, - I. requirements. Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer or his representative. Engineer reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements. END OF SECTION 2-4 -A3.C.5'. SECTION 3 WATER SERVICES POLYETHYLENE (PE) TUBING & PRESSURE PIPES 3.01 SCOPE FOR POLYETHYLENE TUBING This section covers polyethylene pipes and fittings for water services. 3.02 POLYETHYLENE TUBING 31NCHES IN DIAMETER AND SMALLER A. Polyethylene tubing shall comply with applicable requirements for PE 3408 extrusion compound polyethylene plastic material as stated in AWWA Standard Specifications 0901-98, or latest revision, and shall comply with the following:. 1. Tubing shall have a working pressure of 200 psi at 73.4° F 2. Tubing surfaces shall be glass smooth, and shall be free from bumps and irregularities. Materials must be completely homogeneous and uniform in appearance. 3. Tubing dimensions and tolerances shall correspond with the values listed in ASTM D-2239, with a standard dimension ratio (SDR) of 9. 4. Tubing shall be fully labeled with brand name and manufacturer, NSF seal, size, type of plastic material, and ASTM designation with which the tubing complies. 3.03 JOINTS A. Joints for polyethylene tubing shall be of the compression type, utilizing a totally confined grip seal and coupling nut_ Stainless steel tube stiffener inserts shall also be used for PE tubing services. B. Other type joints may be considered for specific installations upon submission of specifications and approval by IRCDUS, 3.04 INSTALLATION A. Backfill shall be free of rocks and debris. B. Bending radius shall be large enough so that tubing is not crimped or damaged and so that the flow of water is not restricted. Manufacturer's minimum radius recommendations are to be utilized during installation of PE tubing. C. When a residential or commercial property exists within 500' of a County water main, a private water service may be extended with 3-1 the water meter being installed by IRC Department of Utility Services in a location as near to the water main as practical. A private PVC service line will be installed in a dedicated right of way or in a legal utility easement by a licensed plumber at the customer's expense and will not exceed 500' in length from the meter to the lot line. Any and all costs associated with connecting a property to the potable water system, including cost associated with survey, design, permitting, construction, restoration, inspections, and certifications, will be borne by the owner of the connecting property. The plumber or property owner will be responsible for obtaining an Indian River County Building Permit and an Indian River County Right of Way Permit, 3.05 MARKING A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See trace wire Detail M- 13 for specifications regarding installation. B. Trace wire is required over all pipes. C. A 2" wide magnetic I.D. location tape is required over all pipes. Tape is to be installed 12" below proposed grade and additional tape shall be adhered directly on top of pipe if required by IRCDUS engineering. 3.06 SCOPE FOR POLYETHENE (PE) PIPES This section covers Polyethylene (PE) pipe and fittings. 3.07 GENERAL A. Polyethylene (PE) pipe shall be allowed for use as all pressure utility pipes where compatible with the specific conditions of the project. The use of material other than PE pipe may be required by IRCDUS during construction permit review or by IRCDUS field personnel, if it is determined that PE is unsuitable for the particular application. B. Documentation from the resin's manufacturer showing results of the following tests for resin identification; 1. Melt Flow Index ASTM D 1238 2. Density ASTM D 1505 C. All PE pipe and fittings shall be from a single manufacturer, who is fully experienced, reputable and qualified in the manufacturing of the PE pipe to be furnished. The pipe shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with these Specifications. See Approved Manufacturer's Product List. 3-2 IaS. D. -'),. D. Finished Product Evaluation 1. Production staff for the items listed below shall check each length of pipe produced. The results of all measurements shall be recorded on production sheets that become part of the manufacturer's permanent records. a. Pipe in process shall be checked visually, inside and out for cosmetic defects (grooves, pits, hollows, etc.) b. Pipe outside diameter shall be measured using a suitable periphery tape to ensure conformance with ASTM 1=714 or ASTM D-3035 whichever is applicable. C, Pipe wall thickness shall be measured at 12 equally spaced locations around the circumference at both ends of the pipe to ensure conformance with ASTM F714 or ASTM D-3035, whichever is applicable. d. Pipe length shall be measured, e. Pipe marking shall be examined and checked for accuracy. f. Pipe ends shall be checked to ensure they are cut square and clean. g. Subject inside surface to a "reverse bend test" to ensure the pipe is free of oxidation (brittleness). E. Stress Regression Testing The polyethylene pipe manufacturer shall provide certification that stress regression testing has been performed on the specific polyethylene resin being utilized in the manufacturing of this product. This stress regression testing shall have been done in accordance with ASTM D2837 and the manufacturer shall provide a product supplying a minimum Hydrostatic Design Basis (HDB) of 1,600 psi as determined in accordance with ASTM D2837. F. Contractor is responsible for compatibility between pipe materials, fittings and appurtenances. G. The pipe manufacturer shall provide a warranty against manufacturing defects of material and workmanship for a period of ten (10) years after the final acceptance of the project by the IRCDUS. The manufacturer shall replace at no expense to the IRCDUS any defective pipe material including labor within the warranty period. 3.08 MATERIALS FOR PIPE SIZES 4" ANO LARGER 3-3 113. D.3. A. Materials used for the manufacture of polyethylene pipe and fittings shall be made from a PE 3408 polyethylene resin compound meeting cell classification 334434D per ASTM D3350; and meeting Type III, Class C, Category 5, Grade P34 per ASTM D1248 B. Polyethylene (PE) pipe shall comply with AWWA Standard Specifications 0906-99 or latest revision. C. If rework compounds are required, only those generated in the Manufacturer's own plant from resin compounds of the same class and type from the same raw material supplier shall be used. D. Dimensions and workmanship shall be as specified by ASTM F714. PE fittings and transitions shall meet ASTM D3261. PE pipe shall have a minimum density of 0.955 grams per cubic centimeter. All PE pipe and fittings shall have a Hydrostatic Design Basis (HDB) of 1,600 psi. E. PE pipe and accessories 4" and greater in diameter, shall be 160 psi at 73.4° F meeting the requirements of Standard Dimension Ratio (SDR) 11 as MINIMUM STRENGTH, F. The pipe manufacturer must certify compliance, with the above requirements. G. Polyethylene flange adapters at pipe material transitions shall be backed up by stainless steel flanges conforming to ANSI B16.1 and shaped as necessary to suit the outside dimensions of the pipe. The flange adapter assemblies shall be connected' with corrosion resisting bolts and nuts of Type 304 Stainless Steel as specified in ASTM A726 and ASTM A307. All bolts shall be tightened to the manufacturer's specified torques. Bolts shall be tightened alternatively and evenly. 3.09 MATERIALS FOR PIPE SIZES 3" AND UNDER A. Materials used for the manufacture of polyethylene pipe and fittings shall be made from a PE 3408 polyethylene resin compound meeting cell classification 345434C per ASTM D3350; and meeting Type 111, Class C, Category 5, Grade P34 per ASTM D1248, B. Polyethylene (PE) pipe shall comply with AWWA Standard Specifications C901-96 or latest revision. C. If rework compounds are required, only those generated in the Manufacturer's own plant from resin compounds of the same class and type from the same raw material supplier shall be used. 3-4 l 3_ D. A4. D. Dimensions and workmanship shall be as specified by ASTM D- 3035. PE fittings and transitions shall meet ASTM D3261. PE pipe shall have a minimum density of 0.055 grams per cubic centimeter. All PE pipe and fittings shall have a Hydrostatic Design Basis (HDB) of 1,600 psi. E. PE pipe and accessories 3" and smaller in diameter, shall be 160 psi at 73.4° F meeting the requirements of Standard Dimension Ration (SDR) 9 as minimum strength. F. The pipe manufacturer must certify compliance with the above requirements. 3.10 FITTINGS A. All molded fittings and fabricated fittings shall be fully pressure rated to match the pipe SDR pressure rating to which they are made. All fittings shall be molded or fabricated by the manufacturer. No Contractor fabricated fittings shall be used unless approved by the Engineer. B. The manufacturer of the PE pipe shall supply or specify all PE fittings and accessories as well as any adapters and/or specials required to perform the work as shown on the Drawings and specified herein. C. All transition from PE pipe to PVC or ductile iron shall be made per the PE,, PVC, or ductile iron pipe manufacturer's recommendations and specifications whichever is more stringent. A molded flange connector adapter within a carbon steel back-up ring assembly shall be used for pipe type transitions. Ductile iron back-up rings shall mate with cast iron flanges per ANSI B16.1. A 304 stainless steel back-up ring shall mate with a 304 stainless flange per ANSI 816.1. D. The pipe manufacturer must certify compliance with the above requirements.. 3.11 JOINTING METHOD A. The PE pipe shall be joined with butt, heat fusion joints. All joints shall be made in strict compliance with the manufacturer's recommendations. B. Lengths of pipe shall be assembled into suitable installation lengths by the butt -fusion process. All pipes so joined shall be made from the same class and type of raw material made by the same raw material supplier. Pipe shall be furnished in standard laying length's not to exceed 50 feet - 3 -5 1 23 , D. S. C. All above ground polyethylene shall have flange adapters. Below ground shall be MJ adapters. Stainless Steel inserts allowed on water main only 4" to 6". FM 4" and larger M,1 adapter only with no insert. Pipe material transitions shall be backed up by stainless steel flanges conforming to ANSI B16.1 and shaped as necessary to suit the outside dimensions of the pipe. The flange adapter assemblies shall be connected with corrosion resisting bolts and nuts of Type 304 Stainless Steel as specified in ASTM A726 and ASTM A307. All bolts shall be tightened to the manufacturer's specified torques. Bolts shall be tightened alternatively and evenly. 3.12 PIPE IDENTIFICATION A. The following shall be continuously indent printed on the pipe or spaced at intervals not exceeding 5 -ft. 1. Name and/or trademark of the pipe manufacturer. 2. Nominal pipe size. 3. Dimension ratio. 4. The letters PE followed by the polyethylene grade in accordance with ASTM D1248, followed by the hydrostatic design basis in 160's of psi, e.g., PE 3408. 5. Manufacturing standard reference, e.g., ASTM F714 or D- 3035, as required. 6. A production code from which the date and place of manufacture can be determined. B. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of all pipe and fittings. See Trace Wire Detail M-13 for specifications regarding installation. 3.13 INSTALLATION BY OPEN CUT METHOD A. Polyethylene (PE) Pipe shall be installed in accordance with the instruction of the manufacturer, as shown on the Drawings and as specified herein. A factory qualified joining technician as designated by the pipe manufacturer shall do all heat fusion joints. B. Care shall be taken in loading, transporting and unloading to prevent injury to the pipe. Pipe or fitting shall not be dropped. All pipe or fittings shall be examined before installation, and no piece shall be installed which is found to be defective. Any damage to the pipe shall be repaired as directed by the Engineer of Record and IRCDUS. If any defective pipe is discovered after it has been installed, it shall be removed and replaced with a sound pipe in a satisfactory manner by the Contractor, at his own expense. C. Under no circumstances shall the pipe or accessories be dropped into the trench. 3.6 D. Care shall be taken during transportation of the pipe such that it will not be cut, kinked or otherwise damaged. E. Ropes, fabric or rubber protected slings and straps shall be used when handling pipes. Chains, cables or hooks inserted into the pipe ends shall not be used. Two slings spread apart shall be used for lifting each length of pipe. F. Pipes shall be stored on level ground, preferably turf or sand, free of sharp objects„ which could damage the pipe. Stacking of the polyethylene pipe shall be limited to a height that will not cause excessive deformation of the bottom layers of pipes under anticipated temperature conditions. Where necessary due to ground conditions, the pipe shall be stored on wooden sleepers, spaced suitably and of such width as not to allow deformation of the pipe at the point of contact with the sleeper or between supports. G. Care shall be exercised when lowering pipe into the trench to prevent damage or twisting of the pipe. H. Pipe shall be laid to lines and grade shown on the Drawings with bedding and backfill as shown on the Drawings. When installation of pipe is not the open ends of the pipe shall by other approved means. in progress, including lunchtime, be closed by fabricated plugs, or Pipe shall be stored on clean level ground to prevent undue scratching or gouging. The handling of the pipe shall be in such a manner that the pipe is not damaged by dragging it over sharp and cutting objects. The maximum allowable depth of cuts, scratches or gouges on the exterior of the pipe is 5 percent of wall thickness. Sections of pipe with cuts, scratches or gouges exceeding five percent of the pipe wall thickness shall be removed completely and the ends of the pipeline rejoined. The interior pipe surface shall be free of cuts, gouges or scratches. K. The pipe shall be joined by the method of thermal butt fusion, as outlined in ASTM D2557. All joints shall be made in strict compliance with the manufacturer's recommendations. L. Mechanical connections of the polyethylene pipe to auxiliary equipment such as valves, pumps and tanks shall be through flanged connections which shall consist of the following: A polyethylene flange shall be thermally butt -fused to the stub end of the pipe. A stainless steel or ductile iron back- up ring shall be used on both sides of the connection prior to thermally butt -fusing the polyethylene flange. 3-7 t ZI . b. ?, 2. A 304 stainless steel back-up ring shall mate with a 304 illiw stainless steel flange. 3. Ductile iron back-up rings shall mate with cast iron flanges. M. Flange connections shall be provided with a full-face neoprene gasket. N, All PE pipe must be at the temperature of the surrounding soil at the time of backfilling and compaction. D. No single piece of pipe shall be laid unless it is straight. The centerline of the pipe shall not deviate from a straight line drawn between the centers of the openings at the ends of the pipe by more than 1116 -in per foot of length. If a piece of pipe fails to meet this requirement check for straightness, it shall be rejected and removed from the site. Laying instructions of the manufacturer shall be explicitly followed. P. If a defective pipe is discovered after it has been installed, it shall be removed and replaced with a sound pipe in a satisfactory manner. All pipe and fittings shall be thoroughly cleaned before installation, shall be kept clean until they are used in the work and when laid, shall conform to the lines and grades required. Q. As soon as the excavation is complete to normal grade of the bottom of the trench, bedding shall be placed, compacted and graded to provide firm, uniform and continuous support for the pipe. Bell holes shall be excavated so that only the barrel of the pipe bears upon the bedding. The pipe shall be laid accurately to the lines and grades indicated on the Drawings. Blocking under the pipe will not be permitted. Bedding shall be placed evenly on. each side of the pipe to mid -diameter and hand tools shall be used to force the bedding under the haunches of the pipe and into the bell holes to give firm continuous support for the pipe. Bedding shall then be placed to 12 -in above the top of the pipe. The initial 3 -ft of backfill above the bedding shall be placed in 1 -ft layers and carefully compacted. Generally the compaction shall be done evenly on each side of the pipe and compaction equipment shall not be operated directly over the pipe until sufficient backfill has been placed to ensure that such compaction equipment will not have a damaging effect on the pipe. The pipe manufacturer's representative prior to use shall approve equipment used in compacting the initial 3 -ft of backfill. R, Good alignment shall be preserved during installation. The deflection at joints shall not exceed that recommended by manufacturer. Fittings, in addition to those shown on the Drawings, shall be provided, if required, in crossing of utilities that may be encountered upon opening the trench. 3-8 Ia3.t�.28. S. Each length of the pipe shall have the assembly mark aligned with ( the pipe previously laid and held securely until enough backfill has 4r been placed to hold the pipe in place. Joints shall not be "pulled or "cramped." T. Before any joint is made, the pipe shall be checked to assure that a close joint with the next adjoining pipe has been maintained and that the inverts are matched and conform to the required grade. The pipe shall not be driven down to grade by striking it. U. Precautions shall be taken to prevent flotation of the pipe in the trench. V. When moveable trench bracing such as trench boxes, moveable sheeting, shoring or plates are used to support the sides of the trench, care shall be used in placing and moving the boxes or supporting bracing to prevent movement of the pipe, or disturbance of the pipe bedding and the backfill. Trench boxes, moveable sheeting, shoring or plates shall not be allowed to extend below the top of the pipe. As trench boxes, moveable sheeting, shoring or plates are moved, pipe bedding shall be placed to fill any voids created and the backfill shall again be compacted to provide uniform side support for the pipe. W. Unless otherwise approved concrete thrust blocks shall be installed at all fittings and other locations as directed by the Engineer. Minimum bearing area shall be as shown on the Drawings. Concrete shall be placed against undisturbed material and shall not cover joints, bolts or nuts, or interfere with the removal of any joint. Wooden side forms shall be provided for thrust blocks. X. Restrained joints shall be installed where shown on the Drawings, required by IRCDUS Standards, or as directed by the Engineer. 3.14 MARKING FOR OPEN CUT METHOD A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See trace wire Detail M- 13 for specifications regarding installation. B. Trace wire is required over all pipes. C. A 2" wide magnetic I.D. location tape is required over all pipes. Tape is to be installed 12" below proposed grade and additional tape shall be adhered directly on top of pipe if required by IRCDUS engineering. 3.15 TRENCHLESS INSTALLATION OF PRESSURE MAINS BY DIRECTIONAL BORING 3-9 A. DESCRIPTION 1. Portions of the pressure mains shall be installed by the directional bore method within the limits indicated of the contract plans and as specified here in. Generally, as a minimum, the pressure main is to be located within the road right-of-way and shall be installed by directional boring. 2. This section includes material, performance and installation standards, and the contractor's responsibilities associated with the furnishing of labor, material, equipment, and identical required to install, complete, required trenchless installation of pressure mains, as shown on the Drawings and as specified herein. B. EXPERIENCE 1. The Contractor must demonstrate expertise in trenchless method by providing a list of ten (10) utility references for which similar work has been preformed in the last two years. The references should include a name and phone number where the contact can be made to verify the contractor's capability. The contractor must provide documentation showing successful completion of the projects used for reference. Conventional trenching experience will not be considered applicable, 2. Supervisory personnel must be adequately trained and shall have at least four (4) years experience in directional boring. The Contractor shall submit the names and resumes of all supervisory field personnel prior to construction. 3, Because of time constraints, the Contractor may wish to provide multiple experienced directional boring crews. 4. Directional boring equipment shall be capable of installing the minimum pipe diameter noted on the drawings. C. SUBMITTALS 1. Submit technical data for equipment including clay slurry material, method of installation with working drawings, and proposed sequence of construction for approval by the Engineer. 2 Prior approval for directional boring, the Contractor must submit the names of supervisory personnel, and history information of the directional boring experience. In addition„ the Contractor must submit for approval the nameplate, data for the drilling equipment, mobile spoils removal units and Material Safety Data Sheets (MSDS) information for the drilling, slurry compounds. 3. The Contractor is required to bring to the attention of the engineer any known design discrepancies with actual tunneling methods that the contractor will be performing. This 3-10 shall be stated in writing to the Engineer at the pre - construction meeting. D. INSTALLATION 1. Installation shall be in a trenchless manner producing continuous bores. 2. The tunneling system shall be remotely steerable and permit electronic monitoring of tunnel depth and location. Accurate placement of pipe within a {I- 2 -inch window is required both horizontally and vertically. Turning capability of 90 -degrees radius in 40 feet is required. Continuous monitoring of the boring head is required, including across open water if necessary. 3. The directional boring Contractor shall submit certification, by a Professional Engineer licensed in the State of Florida, that the directional boring has been preformed in accordance to the construction drawings, and shall submit signed and sealed drawings. Record Drawings (As -Built) shall provide both in both electronic format and hard paper copy. 4. Tunneling shall be preformed by a fluid -cutting process (high pressure -low volume) utilizing liquid clay i.e. bentonite. The clay lining will maintain tunnel stability and provide lubrication in order to reduce frictional drag while the pipe is being installed. In addition, the clay fluid must be totally inert and contain no environmental risk. The Contractor must also have a mobile vacuum spoils recovery vehicle on site to remove the drilling spoils from the access pits. The spoils must then be transported from the job site and be properly disposed off the site. The drilling spoils shall not, under any circumstances, be disposed into a sanitary sewer, storm, or other public or private drainage system. Spoils may be transported to the County's Solid Waste Facility and the cost of disposal shall be by the County. 5. Liquid clay type colloidal drilling fluid shall consist of at least 10 percent of high-grade carefully processed bentonite to consolidate cuttings of the soil, to seal the walls of the hole, and to furnish lubrication for subsequent removal of cuttings. The slurry that is heavier than the surrounding material, is high in colloids of the bentonite type and it will deposit a thin filter cafe of low permeability material on the walls of the bore. This will allow only a small amount of the fluid to pass into the surrounding soils and will stabilize the bore. The colloidal content of the fluid imparts excellent lubricating qualities to the slurry that is a distinct aid to the removal of the soil cuttings. 6. Pneumatic or water -jetting methods will be considered unacceptable due to the possibility of surface subsidence. 7. After an initial bore has been completed, a reamer will be installed at the termination pit and the pipe shall be pulled back to the starting pit. The reamer shall be capable of 3-11 1�3.D.f1. discharging liquid clay to facilitate the installation of the pipe into a stabilized and lubricated tunnel. 8. A minimum of two (2) insulated #6 stranded tracer wire shall be installed along with the PE pipe. The tracer wire shall be tested for continuity upon completed installation. Should both tracer wires fail to test for continuity then the test shall be considered a failure and the wires shall be replaced. Tracing wires, #10 stranded conductor copper, shall be wrapped or affixed to the top of the pipe and fittings. 9. Upon completion of boring and pipe installation, the Contractor shall remove all spoils from the starting and termination pits. All pits shall be restored to their original condition. 10. The shoulders, ditches, banks, and slopes of roads and railroads crossed and paralleled shall not wash out before becoming consolidated. Restoration shall be as required by the jurisdictional authority and as specified within the Contract Document. END OF SECTION 3-12 (w SECTION 4 GRAVITY SANITARY SEWERS DUCTILE IRON PIPE SECTION 4 Ikw GRAVITY SANITARY SEWERS DUCTILE IRON PIPE 4.01 SCOPE This section covers ductile iron pipe and fittings for gravity sanitary sewers. 4.02 GENERAL A. Ductile iron pipe shall be allowed for use as gravity sewer pipe where compatible with the specific conditions of the project. The use of material other than ductile iron may be required by Indian River County Department of Utility Services (IRCDUS) during construction permit review or by IRCDUS field personnel during construction if it is determined that ductile iron pipe is unsuitable for the particular application. B. All ductile iron pipes shall be manufactured in accordance with AWWA Standard Specifications C1501A21.50-96 and C151/A21.51-96, or latest revisions, and shall be pressure Class 300 or 350 minimums, as depicted on Table 4.1 on page 4-2. All ductile iron pipe crossing under roadways shall be pressure Class 350 minimum. C. Unless specifically indicated otherwise, underground piping shall be bell and spigot, mechanical joint, or restrained joint and aboveground piping shall be flanged. D. Cutting of ductile iron pipe shall be by sawing only. 4.03 PIPE Ductile iron pipe shall be bell and spigot cast in accordance with the latest AWWA Standard Specifications C1501A21.50-96 and C1511A21.51-96. Cast ductile iron shall have a minimum tensile strength of 60,000 psi with a minimum yield strength of 42,000 psi. Ripe wall thicknesses shall be computed in accordance with AWWA Standard Specifications C150/A21.50-96, using the physical characteristics cited above with a minimum working pressure of 200 psi and a Laying Condition "Type 2." Unless otherwise indicated or specified herein, the pipe shall have the minimum wall thickness according to class designation for diameters shown. All pipes shall be given a minimum factory hydrostatic test of 504 psi. 4-1 4.04 FITTINGS Iilliw A. All underground fittings shall be either push -on, restrained, or mechanical joint. Mechanical joints shall conform to AWWA Standard Specifications C110/A21.10-98 or C1531A21.53-00, or latest revisions. All aboveground fittings shall be flanged joint. B. The pressure rating shall be 354 psi. C. All fittings shall be lined with the same materials as specified for the pipe, as per paragraph 4.05. 4.05 LINING AND COATING A. Unless otherwise indicated, all ductile iron pipe shall be factory lined and coated. B. Lining: For 4" and larger, the interior of the pipe shall have a fusion -bonded ceramic epoxy lining. The epoxy material shall be applied in 1 coat with a minimum dry film thickness of 40.0 mils and shall be per the Approved Manufacturer's Products List. If and where directed by the Engineer of Record and the IRCDUS, a polyethylene encasement shall be provided over pipe and fittings. C. Coating: Unless otherwise specified, the exterior of the pipe shall have a bituminous coating to a minimum dry film thickness of 1.0 mil. See Approved Manufacturer's Products List for coating 1�kw material. 4-2 TABLE 4.1 PRESSURE CLASS OUTSIDE 300 PSI 350 PSI SIZE DIAMETER THICKNESS THICKNESS INCHES INCHES INCHES INCHES 3 3.96 --- 0.25 4 4.80 --- 0-25 6 6.90 --- 0-25 8 9-05 --- 0.25 10 11.10 --- 0.26 12 13.20 --- 0.28 14 15.30 0.30 0.31 16 17.40 0.32 0.34 18 19.50 0.34 0.36 20 21.60 0.36 0.38 24 25.80 0.40 0.43 30 32.00 0.45 0.49 36 38.30 0.51 0.56 42 44.50 0.52 0.63 48 50.80 0.64 0.70 54 57.56 0-72 0.79 60 61.61 0.76 0.83 64 65.67 0,80 0.87 4.04 FITTINGS Iilliw A. All underground fittings shall be either push -on, restrained, or mechanical joint. Mechanical joints shall conform to AWWA Standard Specifications C110/A21.10-98 or C1531A21.53-00, or latest revisions. All aboveground fittings shall be flanged joint. B. The pressure rating shall be 354 psi. C. All fittings shall be lined with the same materials as specified for the pipe, as per paragraph 4.05. 4.05 LINING AND COATING A. Unless otherwise indicated, all ductile iron pipe shall be factory lined and coated. B. Lining: For 4" and larger, the interior of the pipe shall have a fusion -bonded ceramic epoxy lining. The epoxy material shall be applied in 1 coat with a minimum dry film thickness of 40.0 mils and shall be per the Approved Manufacturer's Products List. If and where directed by the Engineer of Record and the IRCDUS, a polyethylene encasement shall be provided over pipe and fittings. C. Coating: Unless otherwise specified, the exterior of the pipe shall have a bituminous coating to a minimum dry film thickness of 1.0 mil. See Approved Manufacturer's Products List for coating 1�kw material. 4-2 D. Lining Inspection: 1. All ductile iron pipe and fitting linings shall be checked for thickness using a magnetic film thickness gauge. The thickness testing shall be done using the method outlined SSPC-PA-2 film thickness rating. 2. The interior lining of all pipe and fittings shall be tested for pinholes with a nondestructive 2,500 -volt test. 3. Each pipe joint and fitting shall be marked with the date of application of the lining system and with its numerical sequence of application on that date. E. Certification of Lining Inspection: The pipe or fitting manufacturer must supply a certificate attesting to the fact that the applicator met the requirements of this specification, and that the material used was as specified, and that the material was applied as required by the specification. F. Repair: Anywhere that the coating is removed purposely or accidentally, the area shall be cleaned of any rust, grease, and dirt and re -coated to a minimum dry film as specified for the individual piece. G. Encasement: If and when directed by the Engineer of Record and IRCDUS, a polyethylene encasement shall be provided around pipe, fittings, and valves. The material, installation, and workmanship shall conform to applicable sections of AWWA Standard Specifications C1051A21.5-99, or latest revision. Installation methods A or B shall be employed using flat tube polyethylene. The Contractor shall make provisions to keep the polyethylene from direct exposure to sunlight prior to installation. Backfilling following installation shall be completed without delay to avoid exposure to sunlight. H. All exposed sewer ductile iron pipe shall be coated (painted) green per approved manufacturer's Product List. 4.06 BELL AND SPIGOT CONNECTIONS Joints in bell and spigot pipe shall be push -on, mechanical, or restrained joints in accordance with AWWA Standard Specifications C111/A21.11- 00, or latest revision. Pipe restraints shall also be in accordance with IRCDUS Standards or as directed by Engineer or IRCDUS. 4.07 SUBMITTALS Before starting fabrication of the ductile iron pipe and fittings, the Contractor shall submit complete detailed working drawings for approval by the Engineer or IRCDUS. Such drawings shall show the piping layouts 4-3 and contain schedules of all ,pipe, fittings, valves, expansion joints, hangers and supports, and other appurtenances. Where special fittings are required, they shall be shown in large detail with all necessary dimensions. The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections. 4.08 MARKING A. A 2" wide magnetic I.D, location tape is required over all sewer laterals. Tape is to be installed 12" below proposed finished grade. 4.09 INSTALLATION A. Unless otherwise noted on the drawings or in other sections of this specification, the pipe shall be handled and installed in strict accordance with the manufacturer's instructions. The Contractor shall. use every precaution during construction to protect the pipe against the entry of non -potable water, dirt, wood, small animals, and any other foreign material that would hinder the operation of the pipeline. Where the groundwater elevation is above the bottom of the trench, the Contractor shall provide suitable dewatering. All piping shall be placed in a dry trench, unless the Engineer or IRCDUS approves wet trench installation. B. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches. Contractor shall determine top of pipe elevation and top of ground elevation for every two joints of pipe installed using a level. Pipe must have the minimum cover described above and must be within +l- 0.2 feet of the top of pipe elevation indicated on the drawings. Installed pipe, which does not meet these requirements, shall be reinstalled until it does meet these requirements. Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer. Engineer reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements, at no cost to the Owner. END OF SECTION 4-4 f �.3. E - 5, SECTION 5 GRAVITY SANITARY SEWERS POLYVINYL CHLORIDE PIPE ,a3.P. I_ SECTION 5 GRAVITY SANITARY SEWERS POLYVINYL CHLORIDE PIPE 5.01 SCOPE This section covers polyvinyl chloride pipe and fittings for gravity sanitary sewers. 5.02 GENERAL. A. Polyvinyl chloride (PVC) pipe shall be allowed for use as gravity sewer pipe where compatible with the specific conditions of the project. Indian River County Department of Utility Services (IRCDUS) may require the use of material other than polyvinyl chloride during construction permit review or by IRCDUS field personnel during construction if it is determined that polyvinyl chloride pipe is unsuitable for the particular application. B. Polyvinyl chloride (PVC) gravity sewer pipe can be used up to a depth of sixteen feet as specified herein. All pipe used for depths greater than 16 feet, shall be approved by IRCDUS's Engineer. 5.03 GRAVITY SEWER PIPE AND FITTINGS A. Gravity sewers lines and laterals shall be extra strength polyvinyl chloride pipe and shall conform to the latest ASTM Designation D3034-SDR26. Fittings installed in polyvinyl chloride pipe shall conform to the same specifications as the pipe in which they are installed. B. In addition to the requirements of ASTM specifications, the pipe shall not be out -of -round or crooked in alignment as determined by the Engineer. Any length of pipe 6 inches or greater in diameter whose inside diameters measured at right angles to each other vary more than '/4 inch may be rejected. C. Polyvinyl chloride pipe shall be a maximum of 20 feet in length and shall be in accordance with IRCDUS Approved Manufacturer's product List. D. Material shall meet or exceed the requirements of ASTM Designation 1784, Type 1, Grade 1 (12454-13). All P.V.C. materials shall be stored in accordance with the manufacturer's specifications (not in direct sunlight). PVC pipe and fittings, which show signs of ultraviolet degradation, are considered substandard and unfit for use, and will be rejected by the IRCDUS's Engineer. E. All wyes, fittings, laterals, and manhole couplings shall be manufactured by same manufacturing company as the pipe or 5-1 approved equal, see Approved Manufacturer's Product List. Adapters shall be compatible to the approved pipe and %W appurtenances. All joints shall be rubber gasketed. F. The pipe shall be green in color. 5.04 PIPE JOINT SEALS A. Joint seals in polyvinyl chloride pipe and fittings shall comply with ASTM Designation D3212. B. The joint shall remain sealed by its own compression. Adhesives shall not be necessary to weld or fuse the gaskets together. C. The compressive stress which is developed in the gasket material shall be as high as is permitted by the strength of the bell in ring tension, with due regard to factor of safety, and this stress shall be at its maximum value when the joint is completely assembled. 5.05 RETROFITTING SEWER LATERALS Gravity sewer systems shall be designed such that laterals are provided to serve all units and lots. In cases where sewer laterals must be added to a gravity sewer main, connections shall be made by installing a sewer service wye branch and a sleeve -type adapter, whichever is specified by IRCDUS for the particular application. 5.06 SUBMITTALS Before starting fabrication of the PVC pipe and fittings, the Contractor shall submit complete detailed working drawings for approval by the Engineer or IRCDUS. Such drawings shall show the piping layouts and contain schedules of all pipe, fittings, valves, expansion joints, hangers and supports, and other appurtenances. Where special fittings are required, they shall be shown in large detail with all necessary dimensions. 5.07 MARKING A. A 2" wide magnetic I.D. location tape is required over all laterals. Tape is to be installed 12" below proposed finished grade. 5.08 INSTALLATION A. Unless otherwise noted on the drawings or in other sections of this specification, the pipe shall be handled and installed in strict accordance with the manufacturer's instructions. The Contractor shall use every precaution during construction to protect the pipe against the entry of non -potable water, dirt, wood, small animals, and any other foreign material that would hinder the operation of the pipeline. Where the groundwater elevation is above the 5-2 Bottom of the trench, the Contractor shall provide suitable dewatering equipment at no additional cost to the Owner. All taw piping shall be placed in a dry trench, unless the Engineer or IRCDUS approves wet trench installation. B. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches. Contractor shall determine top of pipe elevation and top of ground elevation for every two joints of pipe installed using a level. Pipe must have the minimum cover described above and must be within +1.0.2 feet of the top of pipe elevation indicated on the drawings. Installed pipe, which does not meet these requirements, shall be reinstalled until it meets these requirements. Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer. Engineer reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements, at no additional cost to the Owner. END OF SECTION 5-3 � P. (tw SECTION 6 WASTEWATER FORCE MAINS DUCTILE IRON PIPE AND FITTINGS P.5•a.1• SECTION 6 WASTEWATER FORCE MAINS DUCTILE IRON PIPE AND FITTINGS 6.01 SCOPE This section covers cast ductile iron pipe and fittings for wastewater water force mains. 6.02 GENERAL A. Ductile iron pipe shall be allowed for use as wastewater force main pipe where compatible with the specific conditions of the project. The use of material other than ductile iron may be required by Indian River County Department of Utility Services (IRCDUS) during construction permit review or by 1RCDUS field personnel during construction if it is determined that ductile iron pipe is unsuitable for the particular application. B. All ductile iron pipes shall be manufactured in accordance with. AWWA Standard Specifications C1501A21.50-96 and C1511A51- 96, or latest revisions, and shall be pressure Class 300 or 350 minimum as depicted on Table 6.1 on page 6-2. All ductile iron pipes crossing under roadways shall be pressure Class 350 minimum. C. Unless specifically indicated otherwise, underground piping shall be bell and spigot and aboveground piping shall be flanged. D. Cutting of ductile iron pipe shall be by sawing. E. All exposed ductile iron pipes shall be painted green per Approved Manufacturer's Product List. 6.03 PIPE Ductile iron pipe shall be bell and spigot cast in accordance with AVWWWA Standard Specifications C150JA21.50-96 and C1511A51-96, or latest revisions. Cast ductile iron pipe shall have a minimum tensile strength of 64,000 psi with a minimum yield strength of 42,000 psi. Pipe wall thicknesses shall be computed in accordance with AWWWA Standard Specification C1501A21.50-96, or latest revision, using the physical characteristics cited above with a minimum working pressure of 200 psi and a Laying Condition "Type 2." Unless otherwise indicated or specified herein, the pipe shall have the minimum wall thickness according to class designation for diameters shown. All pipe shall be given a minimum factory hydrostatic test of 500 pounds per square inch. 6-1 illiwTABLE 6.1 PRESSURE CLASS OUTSIDE 300 PSI 350 PSI SIZE DIAMETER THICKNESS THICKNESS (INCHES) (INCHES) (INCHES) (INCHES) 3 3.96 --- 0.25 4 4.80 --- 0.25 6 6.90 --- 0.25 8 9.05 --- 0.25 10 11.10 --- 0.26 12 13.20 --- 0.28 14 15.30 0.30 0.31 16 17.40 0.32 0.34 18 19.50 0.34 0.36 20 21.60 +0.36 0.38 24 25.80 0.40 0.43 30 32.00 0.45 0.49 36 38.30 0.51 0.56 42 44.50 0.52 0.63 48 50.80 0.64 0.70 54 57.56 0.72 0.79 60 61.61 4.76 0.83 64 65.67 0.80 0.87 (Ii, 6.04 FITTI NGS A. All underground fittings shall be either push -on, restrained, or mechanical joint. Mechanical joints shall conform to AWWA Standard Specification C1101A21.10-98) or C1531A21.53-00), or latest revisions. All aboveground fittings shall be flanged joint. B. The pressure rating shall be 350 psi. C. All fittings shall be lined with the same material as specified for the pipe, as per paragraph 6.05. 6.06 LINING AND COATING A. Unless otherwise indicated, all ductile iron pipes shall be factory lined and coated. B. Lining: For 4" and larger, the interior of the pipe shall have a fusion -bonded ceramic epoxy lining. The epoxy material shall be applied in 1 coat with a minimum dry film thickness of 40.0 mils, in accordance with IRCDUS Approved Manufacturer's Product List.. If and where directed by IRCDUS, a polyethylene encasement shall be provided over pipes and fittings. 6-2 1 :c5. G. S. C. Coating: Unless otherwise specified, the exterior of the pipe shall have a bituminous coating to a minimum dry film thickness of 1.0 mil. D. Lining Inspection: 1. All ductile iron pipe and fitting linings shall be checked for thickness using a magnetic film thickness gauge. The thickness testing shall be done using the method outlined SSPC-PA-2 film thickness rating. 2. The interior lining of all pipe and fittings shall be tested for pinholes with a nondestructive 2,500 -volt test. Each pipe joint and fitting shall be marked with the date of application of the lining system and with its numerical sequence of application on that date. E. Certification of Lining Inspection: The pipe or fitting manufacturer must supply a certificate attesting to the fact that the applicator met the requirements of this specification, and that the material used was as specified, and that the material was applied as required by the specification. F. Repair: Anywhere that the coating is removed purposely or accidentally, the area shall be cleaned of any rust, grease, and dirt and re -coated to a minimum dry film as specified for the individual piece. G. Encasement: If and when directed by IRCDUS's Engineer, a polyethylene encasement shall be provided around pipe, fittings, and valves. The material, installation, and workmanship shall conform to applicable sections of AWWA Standard Specifications C105/A21.5-99, or latest revision. Installation methods A or B shall be employed using flat tube polyethylene. The Contractor shall make provisions to keep the polyethylene from direct exposure to sunlight prior to installation. Backfilling fallowing installation shall be completed without delay to avoid exposure to sunlight. 6,46 BELL AND SPIGOT CONNECTIONS Joints in bell and spigot pipe shall be push -on, mechanical, or restrained joints in accordance with AWWA Standard Specifications C1111A21.11- 00, or latest revision. Pipe restraints shall also be in accordance with IRCDUS Standards or as directed by IRCIDUS`s Engineer. 6.07 FLANGED CONNECTIONS A. All flanged pipe barrels shall comply with the physical and chemical requirements as set forth in the Handbook of Ductile Iron Pipe Research Association. Flanges shall be in accordance with 6-3 I -.x ?).G. -f. ANSI Specification B16.1 for Class 125 flanges. Bolts shall be ( 304 stainless steel and comply with ANSI Specification 818.2, B. Flanged pipes shall be faced and drilled to the American Standard Drilling, unless special drilling is called for or required. Where tap or stud bolts are required, flanges shall be tapped. Flanges shall be accurately faced and drilled smooth and true, at right angles to the pipe axis, and shall be covered with zinc dust and tallow or a rust preventive compound immediately after facing and drilling. C. Flanged pipe with screwed -on flanges shall be furnished with long hubs, and the flanges shall be screwed on the threaded end of the pipe in the shop and the face of the flange and end of pipe refaced together. There shall be no leakage through the pipe threads and the flanges shall be designed to prevent corrosion of the threads from outside. D. Flanged joints shall be made with bolts or stud bolts and nuts. Bolts, stud bolts, and nuts shall conform to American Standard heavy dimensions, semi -finished with square or hexagonal heads and cold punched hexagonal nuts, meeting the requirements of ASTM Designation A-307. Bolt sizes shall be American Standard for the flanges specified, and bolts and nuts shall have good, true threads. E. Gaskets shall be in accordance with AWWA Standard Specifications C115/A21.15-99, or latest revisions. 6.08 SUBMITTALS Before starting fabrication of the ductile iron pipe and fittings, the Contractor shall submit complete detailed working drawings for approval by the Engineer and IRCDUS. Such drawings shall show the piping layouts and contain schedules of all pipe, fittings, valves, expansion joints, hangers and supports, and other appurtenances. Where special fittings are required, they shall be shown in large detail with all necessary dimensions. The drawings submitted shall show flanged joined sections placed so as to be removable without disturbance to the main pipe sections. 6.09 MARKING A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See Trace Wire Detail M-13 for specifications regarding installation. B. Trace Wire is required over all pipes. C. A 2" wide magnetic I.D. location tape is required over all pipes. Tape is to be installed 12" below proposed finished grade and 6-4 additional tape shall be adhered to top of pipe if required by IRCDUS engineering. 6.10 INSTALLATION A. Unless otherwise noted on the drawings or in other sections of this specification, the pipe shall be handled and installed in strict accordance with the manufacturer's instructions. The Contractor shall use every precaution during construction to protect the pipe against the entry of non -potable water, dirt, wood, small animals, and any other foreign material that would hinder the operation of the pipeline. Where the groundwater elevation is above the bottom of the trench, the Contractor shall provide suitable dewatering equipment at no additional cost to the IRCDUS. All piping shall be placed in a dry trench, unless the Engineer and IRCDUS approves wet trench installation. B. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches. Contractor shall determine top of pipe elevation and top of ground elevation for every two joints of pipe installed using a level. Pipe must have the minimum cover described above and must be within +1- 0.2 feet of the top of pipe elevation indicated on the drawings. Installed pipe, which does not meet these requirements, shall be reinstalled until it does meet these requirements. Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer. Engineer reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements, at no cost to the Owner. END OF SECTION 6-5 SECTION 7 WASTEWATER FORCE MAINS POLYVINYL CHLORIDE PIPE Ia3.H-r- SECTION 7 WASTEWATER FORCE MAINS POLYVINYL CHLORIDE PIPE 7.01 SCOPE This section covers polyvinyl chloride pipe and fittings for wastewater and force main. 7.02 GENERAL A. Polyvinyl chloride (PVC) pipe shall be allowed for use as wastewater force main pipe where compatible with the specific conditions of the project. Indian River County Department of Utility Services (IRCDUS) may require the use of material, other than polyvinyl chloride, during construction permit review or by IRCDUS field personnel during construction if it is determined that polyvinyl chloride pipe is unsuitable for the particular application. B. The pipe used for wastewater shall be green in color. 7.03 PiPE MATERIALS FOR SIZES 4" THROUGH 12" A. All pipe and fittings intended for conveying or transmitting wastewater shall be designed for a minimum working pressure of 150 psi. B. Polyvinyl chloride pressure pipe shall conform to AWWA Standards Specifications C900 latest revision, or 0909, latest revision and ASTM D1784 and D2241, latest revision. PVC pressure pipe shall be made from Class Class 12454-A or Class 12454-B material and conform to the outside diameter of cast iron pipe. C. Polyvinyl chloride pressure pipe less than 4" diameter shall be DR -21, PR -200 D. Polyvinyl chloride pipe shall be purchased in accordance with IRCDUS Approved manufacturer's Product List. 7.04 PIPE MATERIALS FOR SIZES 14" THROUGH 36" A. All pipe and fittings intended for conveying or transmitting wastewater shall be designed for a minimum working pressure of 150 psi. B. Polyvinyl chloride pressure pipe shall conform to the latest AWWA Standards Specifications 0905-97 and ASTM D1784, latest revisions. PVC pressure pipe shall be made from Class 12454-A or Class 12454E material and conform to the outside diameter of cast iron pipe with a minimum wall thickness of DR18. 7-1 C. Polyvinyl chloride pipe shall be purchased in accordance with IRCDUS Approved Manufacturer's Product List. 7.05 JOINTS A. Joints for PVC pressure pipe shall be bell and spigot push -on rubber gasket type only. No solvent weld or threaded joints will be permitted. B. IRCDUS may consider other type joints for specific installation upon submission of specifications and approval. C. Restraint joints, when required, shall be in accordance with IRCDUS Approved Manufacturer's Product List. 7.06 FITTINGS A. All underground fittings shall be either ductile iron push -on, restrained, or mechanical joint. Mechanical joints shall conform to AWWA Standard Specifications C 1101A21.10 or C 1531A21.53 latest revisions. Fittings shall be fusion -bonded ceramic epoxy lined. The epoxy material shall be applied in one coat with a minimum dry film thickness of 40.0 mils and shall be Protecto 401 or approved equal. All aboveground exposed fittings shall be flanged. B. The pressure rating shall be 350 psi. C. Joint restraint, when required; shall be in accordance with IRCDUS Approved Manufacturer's Product List. 7.07 SUBMITTALS Before starting fabrication of the PVC pipe and fittings, the Contractor shall submit complete detailed working drawings for approval by the Engineer and IRCDUS. Such drawings shall show the piping layouts and contain schedules of all pipe, fittings, valves, expansion joints, hangers and supports, and other appurtenances. Where special fittings are required, they shall be shown in large detail with all necessary dimensions. The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections. 7.08 MARKING A. Number 10 stranded conductor copper trace wire shall be affixed to the top of the pipe. See Trace Wire Detail M-13 for specifications regarding installation. B. Trace wire is required over all pipes. 7-2 C. A 2" wide magnetic I.D. location tape is required over all pipes. Tape is to be installed 12" below finished grade and additional tape adhered to top of pipe if required by IRCDUS engineering. 7.09 INSTALLATION A. Unless otherwise noted on the drawings or in other sections of this specification, the pipe shall be handled and installed in strict accordance with the manufacturer's instructions. The Contractor shall use every precaution during construction to protect the pipe against the entry of non -potable water, dirt, wood, small animals, and any other foreign material that would hinder the operation of the pipeline. Where the groundwater elevation is above the bottom of the trench, the Contractor shall provide suitable dewatering equipment at no additional cost to the Owner. All piping shall be placed in a dry trench, unless the Engineer of Record and IRCDUS approve wet trench installation. B. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches. Contractor shall determine top of pipe elevation and top of ground elevation for every two joints of pipe installed using a level. Pipe must have the minimum cover described above and must be within +/- 0.2 feet of the top of pipe elevation indicated on the drawings. Installed pipe,. which does not meet these requirements, shall be reinstalled until it does meet these requirements. Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer of Record or his representative and IRCDUS. Engineer of Record or IRCDUS reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements, at no cost to the Owner. END OF SECTION 7-3 -. A - 14 - SECTION 8 RECLAIMED WATER MAINS DUCTILE IRON PIPE AND FITTING'S 1a3��• +- SECTION 8 REclairned WATER MAINS DUCTILE IRON PIPE AND FITTINGS 8.01 SCOPE This section covers cast ductile iron pipe and fittings for reclaimed water mains. 8.02 GENERAL A. Ductile iron pipe shall be allowed for use as reclaimed water main pipe where compatible with the specific conditions of the project. The use of material other than ductile iron may be required by Indian River County Department of Utility Services (IRCDUS) during construction permit review or by IRCDUS field personnel during construction if it is determined that ductile iron pipe is unsuitable for the particular application. B. All ductile iron pipes shall be manufactured in accordance with AWWA Standard Specifications C1501A21.50-96 and C1511A51 96, or latest revisions, and shall be pressure Class 300 or 350 minimum as depicted on Table 6.1 on page 6-2. All ductile iron pipes crossing under roadways shall be pressure Class 350 minimum. C. Unless specifically indicated otherwise, underground piping shall be bell and spigot and aboveground piping shall be flanged. D. Cutting of ductile iron pipe shall be by sawing. E. All exposed ductile iron pipes shall be painted purple in accordance with IRCDUS Approved Manufacturer's Product List. 8.03 PIPE Ductile iron pipe shall be bell and spigot cast in accordance with AWWA Standard Specifications C1501A21.50-96 and C1511A51-96, or latest revisions. Cast ductile iron pipe shall have a minimum tensile strength of 60,000 psi with a minimum yield strength of 42,000 psi. Pipe wall thicknesses shall be computed in accordance with AWWA Standard Specification C150JA21.50-96, or latest revision, using the physical characteristics cited above with a minimum working pressure of 200 psi and a Laying Condition Type 2." Unless otherwise indicated or specified herein, the pipe shall have the minimum wall thickness according to class designation for diameters shown. All pipe shall be given a minimum factory hydrostatic test of 500 pounds per square inch. 8-1 I-.i3.M.'.)-. TABLE 6.1 PRESSURE CLASS 8.04 FITTINGS A. All underground fittings shall be either push -on, restrained, or mechanical joint. Mechanical joints shall conform to AWWA Standard Specification C1101A21.10-98) or C153JA21.53-00), or latest revisions. All aboveground fittings shall be flanged joint. B. The pressure rating shall be 350 psi. C. All fittings shall be fined with the same material as specified for the pipe, as per paragraph 8.05. 8.05 LINING AND COATING A. Unless otherwise indicated, all ductile iron pipes shall be factory lined and coated. B. Lining: For 4" and larger, the interior of the pipe shall have a fusion -bonded ceramic epoxy lining. The epoxy material shall be applied in 1 coat with a minimum dry film thickness of 40.0 mils, see Approved Manufacturer's Product List. If and where directed by IRCDUS, a polyethylene encasement shall be provided over pipes and fittings. 8-2 ;L -3.x.3. OUTSIDE 300 PSI 350 PSI SIZE DIAMETER THICKNESS THICKNESS (INCHES) (INCHES) (INCHES) INCHES 3 3.96 --- 0.25 4 4.80 --- 0.25 6 6.90 --- 0.25 8 9.05 --- 0.25 10 11.10 --- 0.26 12 13.20 --- 0.28 14 15.30 0.30 0.31 16 17.40 0.32 0.34 18 19.50 0.34 0.36 20 21.60 0.36 0.38 24 25.80 0.40 0.43 30 32.00 0.45 0.49 36 38.30 0.51 0.56 42 44.50 0.52 0.63 48 50.80 0.64 0.70 54 57.56 0.72 0.79 60 61.61 0.76 0.83 64 65.67 0.80 0.87 8.04 FITTINGS A. All underground fittings shall be either push -on, restrained, or mechanical joint. Mechanical joints shall conform to AWWA Standard Specification C1101A21.10-98) or C153JA21.53-00), or latest revisions. All aboveground fittings shall be flanged joint. B. The pressure rating shall be 350 psi. C. All fittings shall be fined with the same material as specified for the pipe, as per paragraph 8.05. 8.05 LINING AND COATING A. Unless otherwise indicated, all ductile iron pipes shall be factory lined and coated. B. Lining: For 4" and larger, the interior of the pipe shall have a fusion -bonded ceramic epoxy lining. The epoxy material shall be applied in 1 coat with a minimum dry film thickness of 40.0 mils, see Approved Manufacturer's Product List. If and where directed by IRCDUS, a polyethylene encasement shall be provided over pipes and fittings. 8-2 ;L -3.x.3. C. Co� ating: Unless otherwise specified, the exterior of the pipe shall have a bituminous coating to a minimum dry film thickness of 1.0 mil. D. Lining inspection: 1. All ductile iron pipe and fitting linings shall be checked for thickness using a magnetic film thickness gauge. The thickness testing shall be done using the method outlined SSPC-PA-2 film thickness rating. 2. The interior lining of all pipe and fittings shall be tested for pinholes with a nondestructive 2,500 -volt test. 3. Each pipe joint and fitting shall be marked with the date of application of the lining system and with its numerical sequence of application on that date. E. Certification of Linin Ins ection: The pipe or fitting manufacturer must supply a certificate attesting to the fact that the applicator met the requirements of this specification, and that the material used was as specified, and that the material was applied as required by the specification. F. Repair: Anywhere that the coating is removed purposely or accidentally, the area shall be cleaned of any rust, grease, and dirt (ili,, and re -coated to a minimum dry film as specified for the individual piece. G. Encasement: If and when directed by IRCDUS's Engineer, a polyethylene encasement shall be provided around pipe, fittings, and valves. The material, installation, and workmanship shall conform to applicable sections of AWWA Standard Specifications C1051A21.5-99, or latest revision. Installation methods A or B shall be employed using flat tube polyethylene. The Contractor shall make provisions to keep the polyethylene from direct exposure to sunlight prior to installation. Backfilling following installation shall be completed without delay to avoid exposure to sunlight. 8.06 BELL AND SPIGOT CONNECTIONS Joints in bell and spigot pipe shall be push -on, mechanical, or restrained joints in accordance with AWWA Standard Specifications C1111A21.11- 00, or latest revision. Pipe restraints shall also be in accordance with IRCDUS Standards or as directed by 1RC'DUS's Engineer. 8.07 FLANGED CONNECTIONS 8-3 1 3: A. All flanged pipe barrels shali comply with the physical and chemical requirements as set forth in the Handbook of Ductile Iron lir Pipe Research Association. Flanges shall be in accordance with ANSI Specification 816.1 for Class 125 flanges. Bolts shall be stainless and comply with ANSI Specification 818.2. B. Flanged pipes shall be faced and drilled to the American Standard Drilling, unless special drilling is called for or required. Where tap or stud bolts are required, flanges shall be tapped. Flanges shall be accurately faced and drilled smooth and true, at right angles to the pipe axis, and shall be covered with zinc dust and tallow or a rust preventive compound immediately after facing and drilling. C. Flanged pipe with screwed -on flanges shall be furnished with long hubs, and the flanges shall be screwed on the threaded end of the pipe in the shop and the face of the flange and end of pipe refaced together. There shall be no leakage through the pipe threads and the flanges shall be designed to prevent corrosion of the threads from outside. D. Flanged joints shall be made with bolts or stud bolts and nuts. Bolts, stud bolts, and nuts shall conform to American Standard heavy dimensions, semi -finished with square or hexagonal heads and cold punched hexagonal nuts, meeting the requirements of ASTM Designation A-807. Bolt sizes shall be American Standard for the flanges specified, and bolts and nuts shall have good, true threads. E. Gaskets shall be in accordance with AWWA Standard Specifications C1 15/A21.15-99, or latest revision. 8.08 SUBMITTALS Before starting fabrication of the ductile iron pipe and fittings, the Contractor shall submit complete detailed working drawings for approval by the Engineer and IRCDUS. Such drawings shall show the piping layouts and contain schedules of all pipe, fittings, valves, expansion joints, hangers and supports, and other appurtenances. Where special fittings are required, they shall be shown in large detail with all necessary dimensions. The drawings submitted shall show flanged joined sections placed so as to be removable without disturbance to the main pipe sections. 8.09 MARKING A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See Trace Wire Detail M-13 for specifications regarding installation. B. Trace Wire is required over all pipes. 8-4 C. A 2" wide magnetic I.D. location tape is required over all pipes. Tape is to be installed 12" below proposed finished grade and additional tape shall be adhered to top of pipe if required by IRCDUS engineering. 8.10 INSTALLATION A. Unless otherwise noted on the drawings or in other sections of this specification, the pipe shall be handled and installed in strict accordance with the manufacturer's instructions. The Contractor shall use every precaution during construction to protect the pipe against the entry of non -potable water, dirt, wood, small animals, and any other foreign material that would hinder the operation of the pipeline. 'Where the groundwater elevation is above the bottom of the trench, the Contractor shall provide suitable dewatering equipment at no additional cost to the IRCDUS. All piping shall be placed in a dry trench, unless the Engineer and IRCDUS approves wet trench installation. B. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches. Contractor shall determine top of pipe elevation and top of ground elevation for every two joints of pipe installed using a level. Pipe must have the L minimum cover described above and must be within +J- 0.2 feet of �w the top of pipe elevation indicated on the drawings. Installed pipe, which does not meet these requirements, shall be reinstalled until it does meet these requirements. Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer. Engineer reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements, at no cost to the Owner. END OF SECTION 8-b SECTION 9 RECLAIMED WATER MAINS POLYVINYL CHLORIDE PIPE 13 Zy. t- sEcrloN 9 RECLAIMED WATER MAINS POLYVINYL CHLORIDE PIPE 9.01 SCOPE This section covers polyvinyl chloride pipe and fittings for reclaimed water mains. 9.02 GENERAL A. Polyvinyl chloride (PVC) pipe shall be allowed for use as reclaimed water pipe where compatible with the specific conditions of the project. Indian River County Department of Utility Services (IRCDUS) may require the use of material, other than polyvinyl chloride, during construction permit review or by IRCDUS field personnel during construction if it is determined that polyvinyl chloride pipe is unsuitable for the particular application. B. The pipe used for wastewater shall be purple in color. 9.03 PIPE MATERIALS FOR SIZES 4" THROUGH 12" A. All pipe and fittings intended for conveying or transmitting wastewater shall be designed for a minimum working pressure of 150 psi. B. Polyvinyl chloride pressure pipe shall conform to AWWA Standards Specifications C900 latest revision, or C909, latest revision and ASTM D1784 and 02241, latest revision. PVC pressure pipe shall be made from Class 12454-A or Class 12454-B material and conform to the outside diameter of cast iron pipe. C. Polyvinyl chloride pressure pipe less than 4" diameter shall be DR -21, PR -200 D. Polyvinyl chloride pipe shall be purchased in accordance with IRCDUS Approved Manufacturer's Product List. 9.04 PIPE MATERIALS FOR SIZES 14" THROUGH 36" A. All pipe and fittings intended for conveying or transmitting wastewater shall be designed for a minimum working pressure of 150 psi. B. Polyvinyl chloride pressure pipe shall conform to the latest AWWA Standards Specifications C905-97 and ASTM D1784, latest revisions. PVC pressure pipe shall be made from Class 12454-A or Class 12454B material and conform to the outside diameter of cast iron pipe with a minimum wall thickness of DR18. 9-1 I �3•��a- C. Polyvinyl chloride pipe shall be purchased in accordance with IRCDUS Approved Manufacturer's Product List. 9.05 JOINTS A. Joints for PVC pressure pipe shall be bell and spigot push -on rubber gasket type only. No solvent weld or threaded joints will be permitted. B. IRCDUS may consider other type joints for specific installation upon submission of specifications and approval. C. Restraint joints, when required, shall be in accordance with IRCDUS Approved Manufacturer's Product List. 9.06 FITTINGS A. All underground fittings shall be either ductile iron push -on, restrained, or mechanical joint. Mechanical joints shall conform to AWWA Standard Specifications C110/A21.10 or C153fA21.53 latest revisions. Fittings shall be fusion -bonded ceramic epoxy lined. The epoxy material shall be applied in one coat with a minimum dry film thickness of 40.0 mils and shall be Protecto 401 or approved equal. All aboveground exposed fittings shall be flanged. B. The pressure rating shall be 350 psi. C. Joint restraint, when required; shall be in accordance with IRCDUS Approved Manufacturer's Product List. 9.07 SUBMITTALS Before starting fabrication of the PVC pipe and fittings, the Contractor shall submit complete detailed working drawings for approval by the Engineer and IRCDUS. Such drawings shall show the piping layouts and contain schedules of all pipe, fittings, valves, expansion joints, hangers and supports, and other appurtenances. Where special fittings are required, they shall be shown in large detail with all necessary dimensions. The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections. 9.08 MARKING A. Number 10 stranded conductor copper trace wire shall be affixed to the top of the pipe. See Trace Wire Detail M-13 for specifications regarding installation. B. Trace wire is required over all pipes. 9-2 C. A 2" wide magnetic I.D. location tape is required over all pipes. Tape is to be installed 12" below finished grade and additional tape adhered to top of pipe if required by IRCDUS engineering. 9.09 INSTALLATION A. Unless otherwise noted on the drawings or in other sections of this specification, the pipe shall be handled and installed in strict accordance with the manufacturer's instructions. The Contractor shall use every precaution during construction to protect the pipe against the entry of non -potable water, dirt, wood, small animals, and any other foreign material that would hinder the operation of the pipeline. Where the groundwater elevation is above the bottom of the trench, the Contractor shall provide suitable dewatering equipment at no additional cost to the Owner. All piping shall be placed in a dry trench, unless the Engineer of Record and IRCDUS approve wet trench installation. B. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches. Contractor shall determine top of pipe elevation and top of ground elevation for every two joints of pipe installed using a level. Pipe must have the minimum cover described above and must be within +/- 0.2 feet of the top of pipe elevation indicated on the drawings. Installed pipe, which does not meet these requirements, shall be reinstalled until it does meet these requirements. Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer of Record or his representative and IRCDUS. Engineer of Record or IRCDUS reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements, at no cost to the Owner. END OF SECTION 9R3 1 3,33 c. SECTION 10 SUBMERSIBLE WASTEWATER PUMPING STATION fir► SECTION 10 SUBMERSIBLE WASTEWATER PUMPING STATION 10.01 GENERAL. A. The station shall be complete with pumps, motors, piping, valves, electrical work (including motor controls), structure, connections and all other needed appurtenances, tested and ready for service prior to the sign -off or acceptance by IRCDUS. B. These specifications are intended to give a general description of what is required, but do not cover all details, which will vary in accordance with the requirements of the equipment as offered. It is, however, intended to cover the furnishing, the shop testing, the delivery and complete installation and field testing of all materials, equipment and appurtenances for the complete pumping units as herein specified, whether specifically mentioned in these specifications or not. C. For all units there shall be furnished and installed all necessary and desirable accessory equipment and auxiliaries, whether specifically mentioned in these specifications or not, and as required for an installation incorporating the highest standard for the type of service, including field testing of the entire installation and instructing the IRCDUS's regular operating personnel in the care, operation and maintenance of all equipment. All operating manuals shall be supplied to IRCDUS. D. All private lift stations must provide a repair company name and emergency telephone number on the electrical panel in case of a malfunction to the station. If a name and number is not provided, the IRCDUS reserves the right to call a company of it's choosing to make a service call and repair the malfunctioning station. All charges to repair said station shall be charged to the owner of the station. E. A manhole shall be constructed within 20' upstream of a lift station. There shall be only one pipe connection from this manhole to the lift station. The pipe between the lift station and manhole shall be C-900, DR -18 PVC pipe. 10.02 DESCRIPTION OF SYSTEMS The pump station shall be comprised of a concrete wet well, concrete valve pit, RTU, at least two submersible wastewater pumps and controls, discharge piping and all appurtenances as specified herein or needed. The pump station will pump raw, unscreened, domestic wastewater into a force main. 10-1 1 -A3 K.2, 10.03 QUALIFICATION A. To assure unity of responsibility, the motors and control system shall be furnished and coordinated by the pump manufacturer. The Engineer of Record shall assume responsibility for the satisfactory installation and operation of the entire pumping system, including pumps, motors, and controls as specified. B. The pumps covered by these specifications are intended to be standard pumping equipment of proven ability as manufactured by a reputable manufacturer having extensive experience in the production of such pumps. The pumps furnished shall be designed, constructed and installed in accordance with the best practice and methods, and shall operate satisfactorily when installed. Pumps shall be manufactured in accordance with the Hydraulic Institute Standards. C. The control system shall have an established record of successful performance for similar service and be approved by the IRCDUS. D. All equipment furnished under this specification shall be new, and shall be the standard product of manufacturers having a successful record of manufacturing and servicing the equipment and systems specified herein for a minimurn of five (5) years. E. The pumps shall be furnished complete with controls and accessories required, and shall be as on the Approved Manufacturer's Product List. Grinders pumps shall be permitted for pumps 5.0 HP or less, unless otherwise approved by IRCDUS's Engineer. Three phase electrical power will be required for all pumping stations. 1201240 volt service will be required for pump stations up to 20hp. 2771480 volt service will be required for pump stations larger than 20hp. 10.04 OPERATING INSTRUCTIONS A. Operating and maintenance manuals shall be furnished. The manuals shall be prepared specifically for this installation and shall include all required cuts, drawings, equipment lists, descriptions, etc., that are required to instruct operating and maintenance personnel unfamiliar with such equipment. The number and special requirements shall be as specified by the County. B. A factory representative of all major component manufacturers, who has complete knowledge of proper operation and maintenance, shall be provided for one (1) full day to instruct representatives of the Owner and the Engineer on proper operation and maintenance. If there are difficulties in operation of the equipment due to the manufacturer's design or fabrication„ additional service shall be provided at no cost to the Owner. 10-2 1�;t'b.K.3. [ 10.05 TOOLS AND SPARE PARTS A. Any special tools required shall be provided. B. The manufacturer shall furnish a complete set of recommended spare parts necessary for the first three (3) years of operation of the pumping system, which shall include at least the following: 1. 1 — set of upper bearings 2. 1 — set of lower bearings 3. 1 — set of upper and lower shaft seals 4. 1 —relay and phase monitor for each type supplied with the pump control panel for each station 5. Gringer Pump Station (2 Complete Sets) Impeller and Bottom Plate is one set. 6. Solid Handling Pumps (1 Impeller) 7. 1—TCU001 Programmed to the corresponding Frequency C. Spare parts shall be properly bound and labeled for easy identification without opening the packaging, and suitably protected for long-term storage. 10.06 WARRANTY A. The Contractor and the equipment manufacturers shall warrant all equipment supplied under this section for a period of five (5) year. Warranty period shall commence on final date when the IRCDUS accepts the project. B. The equipment shall be warranted to be free from defects in workmanship, design and materials. If any part of the equipment should fail during the warranty period, it shall be replaced in the machine(s) and the unit(s) restored to service at no expense to the IRCDUS. C. The manufacturer's warranty period shall run concurrently with the Contractor's warranty period. No exception to the provision shall be allowed. 10.07 MATERIALS AND EQUIPMENT A. The pumping units required under this section shall be complete, including pumps and motors with proper alignment and balancing of the individual units. All parts shall be so designed and proportioned as to have liberal strength, stability, and stiffness, and to be especially adapted for the work to be done. Ample room shall be provided for inspection, repairs, and adjustments. B. Each foundation plate for each pump shall be rigidly and �r accurately anchored into position. The same pump manufacturer 10-3 1a -6.K.4. shall furnish all necessary foundation bolts, plates, nuts, and washers for installation by the Contractor. Each foundation plate shall be i/z" thick Type 344 stainless steel. Foundation bolts, nuts, washers, and spare parts shall be Type 304 stainless steel. C. Stainless steel nameplates giving the name of the manufacturer, head, speed, and all other pertinent data shall be attached to each pump and motor. 10.08 PUMPS A. General 1. The pumps shall be totally submersible centrifugal pumps with close -coupled motors designed to pump sewage. The design shall be such that the pumping units shall be automatically connected to the discharge piping when lowered into place on the discharge connection. The pumps shall be easily removable for inspection or service, requiring no bolts, nuts or other fastenings to be removed for this purpose, or need for personnel to enter the pump well. Each pump shall be fitted with a 304 stainless steel lifting cable of adequate strength, and shall be five (5) feet longer than wet well depth to control panel to permit raising the pump for inspection and removal. 2. The impeller shall be constructed of nodular iron SP. The hydraulic design shall incorporate a single vane centrifugal Impeller. The design shall permit low liquid velocities and gradual acceleration and change of flow direction of the pumped media. The impeller/casing design shall result in a pass -age free of surfaces to which solid or fibrous materials can adhere. The overall pump design shall combine high efficiency, low required NPSH, large ball passage and the ability to handle high solids concentrations efficiently. All other parts shall be of close grain gray iron construction, with all parts coming into contact with sewage protected by a coat of rubber -asphalt paint. All external bolts and nuts shall be of stainless steel. The impeller shall be of a centrifugal type, capable of passing 3 -inch minimum diameter solids, fibrous material, and heavy sludge. If riser pipes are less than 3" in the wet well then the pumps must be grinder pumps. 3. Each pump shall be provided with a tandem double mechanical seal running in an oil reservoir, composed of two separate lapped face seals, each consisting of one stationary and one rotating tungsten -carbide or silicon carbide ring with each pair held in contact by a separate spring, so that the outside pressure assists spring compression in preventing the seal faces from opening - 10 -4 t -a3 . K. 5-- The compression spring shall be protected against exposure to the pumped liquid. The pumped liquid shall iiIw be sealed from the oil reservoir by one face seal and sealed from the oil reservoir from the motor chamber by the other. The seals shall require neither maintenance nor adjustment, and shall be easily replaced. Conventional double mechanical seals with a single spring between the rotating faces, requiring constant differential pressure to effect sealing and subject to opening and penetration by pumping forces, shall not be considered equal to tandem seal specified and required. 4. A sliding guide bracket shall be an integral part of the pumping unit, and the pump casing shall have a machined connecting flange to connect with the cast iron discharge connection, which shall be bolted to the floor of the sump with stainless steel anchor bolts and so designed as to receive the pump connection without the need of any bolts or nuts. Sealing of the pumping units to the discharge connection shall be accomplished by a simple linear downward motion of the pump, with the entire weight of the pumping unit guided by 304 stainless steel guides which will press it tightly against the discharge connection. No portion of the pump shall bear directly on the floor of the sump, and no rotary motion of the pump shall be required for sealing. 5. Pump motors shall be housed in an air-filled, watertight casing. Motors shall be a NEMA Design B with a 1.15 service factor. Insulation shaft be moisture -resistant NEMA Class F with a maximum temperature rise of 90 degrees Celsius above ambient temperature (4 degrees Celsius). Motor characteristics are noted on the Drawings. Pump motors shall have cooling characteristics suitable to permit continuous operation, in a totally, partially or non - submerged condition. Each motor shall incorporate an ambient temperature compensated overheat sensing device and a moisture sending device wired in series. The protective devices shall be wired into the pump controls in such a way that if either device operates, the pump will shut down. The devices shall be self -resetting. The cable shall be fixed to the pump using a watertight trumpet assembly. The pump shall be capable of running continuously in a totally dry condition under full load, without damage, for extended periods_ Before final acceptance, a field running test demonstrating this ability, with four (4) hours of continuous operation (water supplied by the contractor) under the above conditions, shall be performed for all pumps being supplied, if required by the IRCDUS. Pump motor cables shall be suitable for 10-5 submersible pump applications and shall be properly ( sealed. err 6. Motor windings shall be treated with a mildew preventative. B. Each pumping unit and its driving equipment shall be designed and constructed to withstand the maximum turbine runaway speed of the unit due to backflow through the pump. C. Performance Requirements For Performance Requirements, refer to IRCDUS Standards, Pumping Station Data. Table on Drawing No. 5-15. 10.09 ACCESS FRAMES AND GUIDES A. The pumping station shall be furnished with the necessary aluminum access frames, complete with hinged and hasp - equipped covers, stainless steel upper guide holder, power cable holder and level sensor cable holder. The frames shall be securely mounted above the pumps. Doors shall have safety locking handles in open position. Doors shall be of aluminum - checkered plate with stainless steel hinges and hardware. The access cover and frame shall be as sized on the Drawings. B. Lower guide holders shall be integral with the discharge connection. Guide bars shall be of Schedule 40, 2" Welded 304 stainless steel pipe of the size indicated on the Drawings and of the length required by the pump manufacturer. C. A safety grate with stainless steel hardware is required for all wetwells and shall be in accordance with IRCDUS Approved Manufacturer's Product List. 10.10 PUMP CONTROL SYSTEM MANUAL SYSTEM (NON -REMOTE TRANSMITTER UNIT) (SEE DETAIL DRAWINGS S-18) A. General 1. A pump controller shall' be provided for the wastewater pumping station. The controller shall respond to the liquid level sensor to automatically start and stop pumps to pace pump station influent flow, and shall be approved by IRCDUS. 2. The pump controller shall be the standard system of the manufacturer as modified for this application. The wet well levels to be used in operation are as shown on Detail Drawings 5-14 and 5-15 of the IRCDUS Standards. B. Operation Requirements 1. The control panels shall consist of a main circuit breaker and generator breaker with mechanical interlock, an emergency power receptacle, a motor circuit protector (MCP) and magnetic starter for each pump motor, and 20 ampere, 120 volt circuit breakers as required. MCP motor control panel shall meet all requirements of service entrance by properly bonding neutral or shall be UL service entrance rated. A low and high level alarm and pump shutoff shall be accomplished by float type, liquid level control system, with all components mounted in one common enclosure. Control switches shall provide means to operate each pump manually or automatically. When operated in the automatic mode, the control assembly shall provide means to manually select or automatically alternate the position of the "lead" and "lag" pumps after each pumping cycle. A three position alternate switch labeled "test -off -auto" shall be provided to manually select which pump shall be the lead pump, when necessary, and also be able to test the alternator to see if it is still operational. A float type liquid level control system shall continuously monitor wet well liquid level and control operation of the low-level cutoff for the pumps, and shall operate on a 24 - volt circuit. 3. A non-fused safety switch shall be installed between the meter and panel. This switch shall be in a NEMA 4X, UL rated, stainless steel waterproof enclosure, in accordance with IRCDUS Approved Manufacturer's Product List. Amperage shall be at least equal to that of the main breaker. C. Construction 1. The electrical control equipment shall be mounted within a modified NEMA 4X, UL rated, white powder coated stainless steel, dead front enclosure. The enclosure shall be equipped with a door and may incorporate a removable back panel on which control components shall be mounted. Back panel shall be secured to enclosure with collar studs. All lines entering the enclosure shall be protected by conduit seal bushings (supplied by pump manufacturer) at the source and shall be behind the dead front enclosure, entering from the side or bottom only. The seals shall prevent moisture and gas from entering the enclosure. Two cable connectors (shall be in accordance with IRCDUS Approved Manufacturer's Product List) shall be provided to terminate the motor cables in the control 10-7 �I.S.K.IS panel. The connectors shall be suitable for a 2" conduit with a seal bushing suitable for the motor cables. 2. Components a. All motor branch circuit breakers, motor starters, and control relays shall be of highest industrial quality, securely fastened to the removable back panels with screws and lock washers. Back panels shall be tapped to accept all mounting screws. Self -tapping screws shall not be used to mount any component. A non -corrosive material shall be utilized for wire connection locations within the box. b. A thermal -magnetic air circuit breaker, per Approved Manufacturer's Product List, shall be furnished for the main breaker. The manufacturer shall seal all circuit breakers after calibration to prevent tampering. An Motor Control Panel (MCP) shall be provided for each motor starter. Each MCP shall be adequately sized to meet the pump motor and station operating conditions. c, An open frame, across -the -line, NEMA rated, magnetic motor starter, Class 8536, in accordance illiw with IRC®US Approved Manufacturer's Product List, shall be furnished for each pump motor. Reduced voltage motor starters, Class 8606, per Approved Manufacturer's Product List, are required for all 30 HP and larger motors. All motor starters shall be equipped to provide under -voltage release and overload protection on all three phases. Motor starter contacts shall be easily replaceable without removing the motor starter from its mounted position. Overload reset push buttons shall be located on the inside of the control compartment door. d. An emergency power receptacle shall be installed in the side of the control panel and connected to the line side of the generator breaker. The receptacle; shall be in accordance with IRCIDUS Approved Manufacturer's Product List. e. A ground fault indicator duplex utility receptacle providing 120 volt, 20 amp, 60 hertz, single phase current shall be mounted on the internal door. The control panel shall include an adjustable time delay relay to prevent both pumps from starting 10-8 t 3.K simultaneously. Time delay relays shall be electronic type. 3. Operating Controls and Instruments a. All operating controls and instruments shall be securely mounted on the control compartment door. All controls and instruments shall be clearly labeled to indicate function. b. Pump mode selector switches shall be Hand -Off - Auto type to permit override of automatic level control and manual actuation of shutdown of either pump motor. Operation of pumps in manual mode shall bypass all safety shutdown circuits except pump motor overload shutdown. Switches shall be oil -tight, in accordance with IRCDUS Approved Manufacturer's Product List, providing three (3) switch positions, each of which shall be clearly labeled according to function. Separate indicator lamps, which shall operate at 115 volts input, shall be provided mounted above H.O_A_ selector switches. Lamps shall be easily replaceable from the front of control compartment door without removing switch modules from their mounted positions. C. Indicator lamps shall be mounted in oil -tight modules, in accordance with IRCDUS Approved Manufacturer's Product List. Lamp modules shall be equipped to operate at 115 -volt input. Lamps shall be easily replaceable from the front of the control compartment door without removing lamp module from its mounted position. A six (6) digit, non -reset elapsed time meter shall be connected to each motor starter to indicate the total running time of each pump in "hours" and "tenth of hours." The elapsed time meters shall be in accordance with IRCDUS Approved Manufacturer's Product List. 10.11 PUMP CONTROL SYSTEM (REMOTE TRANSMITTER UNIT) A. A Remote Telemetry Unit (RTU) shall be supplied with the pump control system. The RTU shall be capable of acquiring analog and discrete data for transmission to the Central Telemetry Unit (CTU); The RTU shall also be capable of receiving instructions from the CTU for the operation of the pumps. See IRCDUS Approved Manufacturer's Product List for the separate components. (See IRCDUS Standards, Detail Drawings 5-18.) 10-9 173, K. 1O. 10.12 SHOP PAINTING A. Before exposure to weather and prior to shop painting, all surfaces shall be thoroughly cleaned, dry and free from all mill - scale, rust, grease, dirk and other foreign matter. B. All pumps and motors shall be shop primed, with primer compatible with the field painting. C. All nameplates shall be properly protected during painting. D. Gears, bearing surfaces, and other similar surfaces obviously not to be painted shall be given a heavy shop coat of grease or other suitable rust -resistant coating. This coating shall be maintained as necessary to prevent corrosion during periods of storage and erection, and shall be satisfactory to the Engineer up to the time of final acceptance test. E. Control Panels shall be made of stainless steel. 10.13 FIELD PAINTING A. The primer and paint used in the shop shall be products of the same manufacturer as the field paint to assure compatibility. B. All nameplates shall be properly protected during painting. 10.14 LIFT STATION GENERAL A. The Lift Stations Wet Well shall conform to the following size - DEPTH (ft) DIAMETER (ft) 0-10 6 11-15 8 16-20 10 21-25 12 Or as approved by IRCDUS's Engineer. 10.15 LIFT STATION LINERS -GENERAL A. A protective liner for the concrete shall be installed in the lift station/wet wells, repump lift stations, receiving manholes, drop manholes, and manholes as required by IRCDUS's Engineer. B. After the lift station lining operation has been completed, the Contractor in the presence of the IRCDUS's representative shall visually inspect the lift station. In addition, at the IRCDUS's request, the Contractor shall be required within one year to 10-10 t a.�. K. I 1 _ visually inspect the lift stations that were lined. The Contractor ( shall redo any work that has become defective. �r 14.16 LIFT STATION LINERS -MATERIAL -HDPE A, The Lift Station Liner shall be HDPE (high density polyethylene) with a minimum thickness of 2 mm. All HDPE liner sheets shall be extruded with a large number of anchoring studs, a minimum of 39{ft2, manufactured during the extrusion process in one piece with the sheet so there is no welding and no mechanical finishing work to attach the studs to the sheet. The liner shall have a pull out of 112.5 lbs Jan choring stud. B. Flat liner sheet, non anchored, used for overlapping joints, shall have a minimum thickness of 3mm. All joints shall be sealed by means of thermal welding performed certified welders. C. The lining shall have good impact resistance, shall be flexible, and shall have an elongation sufficient to bridge up to a 114 -inch settling crack, without damage to the lining. The liner shall be able to bridge any expansion cracks that may occur. D. Lining shall be repairable at any time during the life of the structure. �W E. A certified fabricator shall custom fit the liner to the form work in order to protect the concrete surfaces from sewer gases. The interior surfaces to be protected shall include the walls, ceiling, and pipe entries. F. For all lined manholes the use of HDPE Grade rings shall be used in lieu of brick or precast grade rings. Grade rings shall meet HS - 25 load rating. Butyl sealant shall be used between each ring to make a watertight joint. The first grade ring shall be welded to the liner to provide a gas tight seal. C. Upon request, the manufacturer shall provide written certification that the liner used meets or exceeds the requirement of this specification. D. Provide a five (5) year unlimited warranty on all workmanship and products. The work includes the surface preparation and application of the liner system, shall protect the structure for at least five (5) years from all leaks, and from failure due to corrosion from exposure to corrosive gases such as hydrogen sulfide. 10.17 LIFT STATION LINERS -MATERIAL --FIBER GLASS A. The lift station liner shall meet all requirements of ASTM Specifications D-3753 for glass fiber reinforced polyester 14-11 1�t K•I'• manholes or lift stations. See IRCIDUS Approved Manufacturer's Product List B. Fiberglass liners shall have a three-year warranty period. END OF SECTION 10-12 1a -!,,K.13. SECTION 11 MISCELLANEOUS VALVES AN❑ APPURTENANCES SECTION 11 illiw MISCELLANEOUS VALVES AND APPURTENANCES 11.01 GENERAL A. All of the types of valves and appurtenances shall be products of well-established reputable firms who are fully experienced and qualified in the manufacturing of the particular equipment to be furnished. The equipment shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with these specifications as applicable. B. All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. C. All buried valves and appurtenances shall be mechanical joint. All abovegroundfexposed valves and appurtenances shall be flanged. D. Gate valves shall be used on water, sewer, reclaimed and brine mains. E. Plug valves may be used in lift station valve vaults as approved by IRCDUS. F. IRCDUS, on a case-by-case basis may approve valves and appurtenances other than those specifically called out in this Section for use. Criteria for approval shall include the interchangeability of the valve or appurtenance, or its parts, with those brands specifically called out in these specifications. G. All exposed valves and appurtenances shall be painted in accordance with IRCDUS Approved Manufacturers Product List. Water mains shall be painted blue, force mains shall be painted green, reuse mains shall be painted purple and brine shall be painted brown. 11.02 GATE VALVES (3 -INCH AND LARGER) A. All buried gate valves shall meet the requirements of AWWA Standard Specification C509-0515, or latest revision. Valves shall be rated for 154 -psi working pressure and a minimum 300 -psi test pressure. Valves shall be ductile iron body, bronze -mounted, resilient seated, non -rising stem type fitted with "O -Ring" seals. All bolts to be used in valve bonnet are to be stainless steel. The operating nuts shall be Standard AWWA 2" square. All valves shall open counterclockwise. Stuffing boxes shall be the "O -Ring" type. Gate valves shall be mechanical joint, ANSI Standards 21.11, except where shown otherwise. B. Where required, gate valves shall be provided with a box cast in the road and a box cover. Box cover opening shall be for valve stem and nut. The contractor shall provide valve wrenches and extension stems from the same manufacturer as the valve to actuate the valves. The floor box and cover shall be in accordance with IRCDUS Approved Manufacturer's Product List. (See Drawing M-5). 11.03 CHECK VALVES A. Check valves for ductile iron pipelines shall be swing type and shall meet the material requirements of AWWA Standard Specifications C508-01, or latest revision. The valves shall be iron body, bronze mounted, single disc, 150 psi working water pressure, non -shock, non -slam, slow closing, and hydrostatically tested at 300 psi. Ends shall be 125 pound ANSI 816.1 flanges or 125 pound ANSI B2.1 threaded fittings, depending upon location. B. When there is no flow through the line, the disc shall hang lightly against its seat. When open, the disc shall swing clear of the waterway. C. Check valves shall have bronze seat and body rings, extended bronze hinge pins, and bronze nuts on the bolts of bolted covers. D. Valves shall be so constructed that disc and body seat may easily be removed and replaced without removing the valve from the line. Valves shall be fitted with an extended hinge arm with outside lever and weight, as necessary. E. Check valves for PVC pipe less than 3" in diameter shall be of PUC Type 1, Series BC, with union, socket, threaded, or flanged ends, as required and shall be per the Approved Manufacturer's Product List. 11.04 PLUG VALVES A. Plug valves shall be non -lubricated eccentric type with semi -steel bodies, resilient faced plugs, and stainless steel or nickel seats in the body. Port area shall be at least 80 percent of full pipe area for valves 20 inches and smaller. Port area shall be 70 percent for all valves 24 inches and larger. All valves 4 inches and larger shall be of the bolted design. All exposed nuts, bolts, springs, and washers shall be hot dipped galvanized, except exposed hardware for submerged valves shall be of stainless steel. Valve bodies shall be semi -steel with 125 -pound ANSI Standard flanged ends for interior or aboveground service; mechanical joint for buried service and for use with threaded cast iron or ductile iron piping shall have screwed end connections. The plug shall be one 11 -2 piece and of sufficient design so as not to require a stiffening member opposite the face plug_ B. Plug valves 6 inches or greater in diameter shall be equipped with gear actuators, which shall clearly indicate valve position and an adjustable stop shall be provided. Construction of actuator housing shall be semi -steel. All gearing shall be enclosed, suitable for running in oil with seals provided on all shafts to prevent entry of dirt and water into the actuator. All shaft bearings shall be furnished with permanently lubricated bearing bushings. C. Three-way plug valves shall be non -lubricated gear operated. Valve bodies shall be semi -steel with 125 -pound ANSI Standard flanges, and plugs shall be resilient faced, Three-way valves shall be 3 -way, 3 -port, 270 -degree turn. D. Plug valves and actuators shall be as per the Approved Manufacturer's Product List. 11.05 AIR RELEASE VALVES A. The air release valves shall be installed as shown on the Drawings. Valves shall be provided with a vacuum check to prevent air from reentering the line. Aboveground air release valves for wastewater shall be per the Approved Manufacturer's Product List. B. The fittings shall be threaded. Belowground air release valves for wastewater shall be as on the Approved Manufacturer's Product List. Air release valves for water lines shall be as per the Approved Manufacturer's Product List. 11.06 FIRE HYDRANTS Fire hydrants shall be traffic type, 5W valve opening and manufactured per the Approved Manufacturer's Product List. Fire hydrants shall comply with the current AWWA Standard Specification C502-94, or latest revision, for fire hydrants for water works service. Each hydrant shall have 6" mechanical joint ends with harnessing lugs ("dog ears") and shall open by turning to the left (counterclockwise). Fire hydrant shall be of ample length for 18" clearance above centerline of roadway. It shall be provided with two 2W hose nozzles and one 5Y4" pumper nozzle, all having National Standard hose threads. Nozzles shall have caps attached by chains. Operating nuts shall be AWWA Standard (pentagonal, measuring 1W point to flat). Fire hydrants shall be equipped with "O -Ring" packing. Fire hydrant shall be painted Federal Safety red. 11.07 BACKFLOW PREVENTERS 11 -3 1 -;k- All backflow preventers shall be mounted aboveground, in non -traffic areas on the customer's side of the meter. Aboveground piping shall be ductile iron. Brass or Copper pipe may be used for pipe 2" in diameter or smaller. Backflow preventers shall be of reduced pressure/double check type with two (2) independently operating check valves, and shall be designed to operate in a horizontal flow mode. An independent relief valve shall be located between the two check valves. Reduced pressure feature shall be included in all commercial applications. Preventers shall be University of Southern California (USC) approved as per the Approved Manufacturer's Product List. 11.08 VALVE BOXES A. All buried valves shall have cast iron two or three-piece valve boxes with cast iron covers. Valve boxes shall be provided with suitable heavy bonnets and extend to match finished grade surface as directed by the Engineer. The barrel shall be one or two-piece, screw type, having 5%" shaft. Covers shall have "WATER" cast into the top for all water mains, "SEWER" cast into the top for all wastewater force mains and "REUSE" cast into the top for all reuse mains All valves shall have actuating nuts extended to within 24 inches of the top of the valve box cover. B. Valve boxes shall be provided with concrete base and valve nameplate, with suitable anchors for casting in concrete. Nameplate shall be 3" diameter bronze disk with engraved lettering 118" deep, as shown on the Drawings and manufactured per the Approved Manufacturer's Product List. C. Valve boxes shall be installed in a concrete pad, as specified in Drawings Detail M-5 & M-6. 11.09 CORPORATION STOPS A. Corporation stops for connections to ductile iron or P.V.C. piping shall be all brass or bronze suitable for 150 psi operating pressure, shall be iron pipe or AWWA tapered thread design, shall be as per the Approved Manufacturer's Product List, and shall be of sizes required and/or noted on the Drawings. B. Saddles shall be stainless steel or brass double strap as per the Approved Manufacturer's Product List. 11.10 FLEXIBLE COUPLINGS A. Flexible couplings shall be either the split type or the sleeve type. 1. Split type coupling shall be used with all interior piping and with exterior piping as noted. The couplings shall be mechanical type for radius groove piping. The couplings %r shall mechanically engage and lock grooved pipe ends in a 11 -4 L i�3 positive couple and allow for angular deflection and contraction and expansion. 2. Couplings shall consist of ductile iron, ASTM Specification A47, Grade 32510 housing clamps in two or more parts, a single chlorinated butyl composition sealing gasket with a "Cn shaped cross-section and internal sealing lips projecting diagonally inward, and two or more oval track head type bolts with hexagonal heavy nuts conforming to ASTM Specification A183 and A194 to assemble the housing clamps. Bolts and nuts shall be 304 stainless steel. 3. Sleeve type couplings shall be used with all buried piping. The couplings shall be of ductile iron and shall be per the Approved Manufacturer's Product List. The coupling shall be provided with 304 stainless steel bolts and nuts, unless indicated otherwise. 4. All couplings shall be furnished with the pipe stop removed. 5. Couplings shall be provided with gaskets of a composition suitable for exposure to the liquid within the pipe. �W 6. Ductile iron followers and middle rings conform to ASTM A- 536, Grade 65-45-12, NSF -61 fusion bonded powder epoxy coating, Testing per AWWA C-219 (ANSI A21-11), Rating 200 psi working pressure per AWWA C-219, Compounded gaskets conform to compression test ASTM D-395 Method A & B, approved for water application. 11.11 STEEL CASING PIPE A. Steel casings shall conform to the requirements of ASTM Designation A139 Grade "B" and shall be coated inside and outside by a black bituminous coating, minimum 5 mils thick. The casing pipes shall have the minimum nominal diameter and wall thickness as indicated below. 11 -5 1�.3.L.G. CASING PIPE CASING PIPE INSIDE DIAMETER WALL THICKNESS (IIIW(INCH (INCHES) 6-16 0.250 18-20 0.312 22-24 0.375 26-28 0.437 30-34 0.500 36-38 0.562 40-50 0.625 52.58 0.750 60-78 0.813 84-90 0.875 96-102 0.937 108- 114 1.000 120 1.125 B, Field and shop welds of the casing pipes shall conform to the American Welding Society Standard Specifications. Field welds shall be complete penetration, single -vee groove or single -bevel groove type joints. 11.12 TAPPING SLEEVES AND VALVES A. Tapping sleeve and valves shall be stainless steel wraparound type or ductile iron on potable water mains. IRCDUS shall direct the contractor which type to be used. Tapping sleeve and valves shall be stainless steel wraparound type for wastewater force mains and reuse water mains per the Approved Manufacturer's Product List. B. For all force main taps, a minimum 4" tap is required. 11.13 RESTRAINED JOINTS See Section 11.04 for Restrained Joints END OF SECTION 11 -6 SECTION 12 AERIAL CROSSINGS OF WATER MAINS, RECLAIM WATER FORCE MAINS AND WASTEWATER FORCE MAINS SECTION 12 AERIAL CROSSINGS OF WATER MAINS, RECLAIM WATER FORCE MAINS AND WASTEWATER FORCE MAINS 12.01 SCOPE This section covers the construction of new aerial utility crossings as well as the replacement of existing aerial utility crossings. The desired methods for constructing new aerial crossings are: 1) to place them on a utility shelf constructed with a new bridge; and 2) place them on brackets designed and constructed to hold the utility adjacent to the bridge. Construction of aerial crossings using concrete tailings for support has been discontinued at the request of the local drainage and water control jurisdictional authority. 12.02 GENERAL A. There are two industry -accepted methods of constructing aerial crossings: ductile iron and welded steel. Joints are usually constructed using flanges or push -on pipe, In the case of ductile iron, flanges are screwed onto the pipe. For steel pipe all flanges are to be factory welded. No field welding is allowed. B. Where there is a new or existing utility bridge shelf, the aerial crossing shall be constructed of flanged or push -on ductile iron pipe. The crossing shall be constructed in place on concrete cradles. leo assembly and then lifting into place will be allowed for ductile iron pipe. Ductile Iron shall be saw cut only, no torch cutting is allowed. C. Where there is a bridge hanger installed for the aerial crossing, steel pipe with factory welded flanges shall be used. All flanges are to be joined using 304 stainless steel bolts, nuts and washers. The steel pipe crossing will be preassembled and then lifted into place onto the hangers. If the total span length is such that it cannot be shipped without special conditions, the span shall be constructed in two or more sections having factory -welded flanges on both ends. 12.03 PIPE A. Ductile Iron: Specifications for ductile iron utility pipe are given in Sections 1 and 4 of the standards. B. Steel Pipe: Steel pipe for aerial crossings shall be the size as shown on construction plans and shall be in shop -finished lengths. No field cutting and fitting will be allowed. If no plans are available, it will be specified by the design 12-2 13.x+1.2 c rn Q7 IV M '0 O X 'C 0 h) n 0 al n W C7 (P M M C U7 Q ro CI? C 0 ro 0 -a. ro 0 m n_ CD CD CZ (n CD Q CD L� w UM C) Crx' o CD 0 N ro Cl. ro N PO a) G7 M 3 Ihj CL Cl) . c� N m (D ma — . r CrM w m C O O- Cj .n' N 0 0 CD n 3 Q O :. Cls 3 C7 ro0 3 cl 3�'� ro w: � f7 ro O =w 3 3 CL n C N O C7 -O 3 D 0 N 0 CL C CD CD CL C) 0 Cb M. CD CT tU C CL N w �. r LIA _3 q iu = �+ 0 y O CD .. y - "C3 CD N 0 rn CD(�] 41 C 3 m CS �} CD �. Q xx O N 3 rn CD n S7 3 CF c 3 O fD (1 7 (Q CD N CD � LAS} � �- a a a ro z. 7. 0 Cl) Q 3 5 o n3 ro LCA N 0 N n ci n_ M. �1 N _- CCD 0 (O 3 53- 0 in CQ Cl) n 0 3 cr 3 CD CD Q im n Cr] N CLN 3 0 (F7 ill cr ro a 0 �u CD rL w o n 3 50) T O NJ C1 cD M N C co n *` v CD3CL (DLn cr C) {a Cls ro CD riCL C3` MD 3 ro ua o = -0 _0 s O u (D CD �o rz h ' O O CD(a CD 3 0 ro ro w 77 Cb CD rn Q7 IV M '0 O X 'C 0 h) n 0 al n W C7 (P M M C U7 Q ro CI? 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(n '- CD CU n = O cr -0 CL C cn Cb (D CD ro M 'N-► 0 CD 0 ¢ C D W D CD CD - CD r o -0 w 3 n CD _ ' D CD N 3 co rn N 3" N aCQ C3` MD 3 ro = 0 ro Cb CO 'o u ':� CL rz =„ O O N ro ro M 3 ron 0- CD CD M �' CL CD x o 0 O ro CL rt 0CL Z3. [ =r N 3 CD v M CD rn (a CL e ro CD M �. E (p LL ca g @. 3 —(Q Z) > m M CD cn CD (n O M 'N-► 0 CD 0 C, N m CT 3 O CZ 0 'O ro 40 O D O 0 M CL 3 CD CL 0 M 3 C 0 3 CD CL O C O Ct o x flD a) CD O O ill 3 3CC7 CM 3 73 C 3 v N zF CL �• r- CD CL 0 W -CD 3 CD CI O r� 3 cc a =; - 3 2} Shop Primer: 90-97 & H90-97 — 1 or 2 coats zinc-rich "lead free" primer 2.5-3.5 dry mils per coat. 3) Shop Primer or Field Touch -Up (Top Coat): 66-1211 Epoxy - 1 coat, 3.0-5.0 dry miles per coat. 4) Shop Finish or Field Touch -Up (Top Coat): 66 H.B. Epoxoline - 2 coats, 3.0-4.0 dry mils per coat. 5} Shop Finish {Top Coat}: Endura -Shield it 1074 & 1074U 2 coats 2 to 5 dry mils. b. KOP-COAT: 1 } Shop Primer: a} Ferrous Metals: 340 Gold Epoxy -- coat, 1.5-2.0 dry mils per coat. b} Nonferrous and Galvanized: None. 2} intermediate: Hi -Gard - 1 coat, 4.0-5.0 dry mils. 3} Shop Finish or Field Touch -Up: 1122BRS Polyester Polyurethane - 1 coat, 1.5-2.5 dry mils per coat, 360-540 square feet per gallon. C. MAB Paint: 1) Shop Primer: Ply -Tile 520-W-45 - 1 coat, 2.0-3.0 dry mils per coat. 2} Field Primer or Touch-up (Top Coat): Ply -Tile 520-W-45 - 1 coat, 2.0-3.0 dry mils per coat 3) Shop Finish or Field Touch -Up (Top Coat): Series 031 Ply -Tile 520 HB Epoxy - 2 coats, 6.0-8.0 dry mils per coat. d. Or approved equal. 3. Color of Pipe Lines: a. All pipelines and equipment shall be painted in conformity with the requirements of this section. The color of the final coats of paint shall be color -coded. b. General Color Code: Unless otherwise specified, the following color code should be used: 12-4 Ia.3 m.&I_ �W Pipe Line Color Finished or Potable Dark Blue Sewer (Sanitary or Other) Black or Dark Green Reclaim Purple Brine END OF SECTION 12-5 Brown SECTION 13 iIiiw TESTING AND INSPECTION OF WATER MAINS, RECLAIMED WATER FORCE MAINS, WASTEWATER FORCE MAINS AND GRAVITY SEWERS I a3.ni. I SECTION 13 TESTING AND INSPECTION OF WATER MAINS, RECLAIMED WATER FORCE MAINS, WASTEWATER FORCE MAINS AND GRAVITY SEWERS 13.01 PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING A. No hydrostatic testing will be permitted until as -built drawings have been submitted and approved by IRCDUS. B. At the beginning of the test period, thoroughly clean all new pipelines by whatever means necessary, including flushing, to remove all dirt, stones, pieces of wood„ other material that may have entered the pipeline during the construction period, and all dirty and/or discolored water from the pipelines. If after this cleaning, any obstructions remain, they shall be removed. All debris cleaned from the pipelines shall be removed from the job site. Hydrostatic pressure and leakage tests shall conform to AWWA Standard Specifications C-605-94, or latest edition, for PVC pipe, with the exception that Specifications C-1600-99, or latest revision, for D.I.P, and AMA Standard Specifications. The Contractor shall furnish all gauges, meters, pressure pumps and other equipment needed to test the line. Engineer or designated representative shall be present during all testing, televising, and final inspections. The pressure required for the field hydrostatic pressure test shall be 1.5 times the normal working pressure at the point of testing, and not less than 1.25 times the working pressure at the highest point along the test section, but not less than 150 psi for water mains, reclaimed water mains and for sewer force mains. The Contractor shall provide temporary plugs and blocking necessary to maintain the required test pressure. Corporation cocks at least 1 inch in diameter, pipe riser and angle glove valves shall be provided at each pipe dead-end in order to bleed air from the line. Duration of pressure test shall be at least 2 hours. The cost of these items shall be included as part of testing. C. The leakage test may be conducted concurrently with the hydrostatic pressure test and shall be of not less than 2 hours duration. All leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage as shown by test. Lines that fail to meet tests shall be repaired and re -tested as necessary until satisfactory test requirements are complied with. Defective materials, pipes, valves and accessories shall be removed and replaced. The pipe -lines shall be tested in such sections as may be directed by the Engineer by shutting valves or installing temporary plugs as required. The line shall be filled with water and all air removed and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the Contractor. Accurate means shall be provided for measuring the water required to maintain this pressure. The amount of water required is a measure of the leakage. Testing shall be in accordance with the applicable provisions as set forth in Section 13 of AWWA Standard Specification C-600-99, or latest revision. The 13-1 t';�L5./J.a allowable rate of leakage shall be less than the number of gallons per hour determined by the following formula: L = ND x 211fz 7400 L = allowable leakage in gallons per hour N = number of joints in the section tested D = nominal diameter of the pipe in inches P = average test pressure maintained during the leakage test in pounds per square inch gauge D. The Contractor must submit his plan for testing to the Engineer for review at least five (5) working days before starting the test. The Contractor shall remove and adequately dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test, unless otherwise directed by the Engineer. The Contractor shall repair any damage to the pipe coating. Lines shall be totally free and clean prior to final acceptance. E. The Engineer or his representative must be present during testing. F. If thrust blocks have been approved for use, thrust blocks shall not be backfilled until inspected by IRCDUS inspectors. 13.02 ADDITIONAL PRESSURE TESTING FOR POLYETHYLENE (PE) PIPES A. At the beginning of the testing period, thoroughly clean all new pipelines by whatever means necessary, including flushing, to remove all dirt, stones, pieces of wood, other material that may have entered during the construction period, and any dirty or discolored water from the lines. If, after this cleaning, any obstructions remain, they shall be removed. All debris cleaned from the lines shall be removed from the job site. B. All PE water mains shall be field-tested. The Contractor shall supply all labor, equipment, material, gauges, pumps, meters and incidentals required for testing. The Contractor shall pressure test each water main upon completion of the pipe laying and backfilling operations, including placement of any required temporary roadway surfacing. C. All water mains shall be tested to 150 percent of the operating design highest point along the test section by a recording type pressure gage and a copy of the readout shall be submitted to the Engineer upon completion of the design pressure of the pipe that is 150 psi. The test pressure shall be measured at the test. All testing shall be conducted in the presence of the Engineer or a designated representative - t3 -2 11S.A,).3. D. Testing shall be conducted after backfilling has been completed and before placement of permanent surface. E_ Allowable amount of makeup water for expansion during the pressure test of the pipe shall conform to Plastic Pipe Institute {PPI} Handbook of Polyethylene Pipe; Inspection, Tests, and Safety Considerations, unless otherwise approved by the Engineer. The Operating Safety Considerations, Post Installation, Hydrostatic Testing, Monitored Make-up Water Test, Table III, is on Pages 24 and 25 of the Handbook. F. In any test of pipe laid disclosed leakage or significant pressure drop greater than the allowed, the Contractor shall, at its own expense, locate and repair the cause of leakage and retest the line. The amount of leakage that may be permitted shall be in accordance with AWWA Standard Specifications. G. All visible leaks are to be repaired regardless of the amount of leakage H. The Contractor must submit his plan for testing to the Engineer -of -Record and Utility Inspector for review at least ten (10) days before starting the test. 13.03 DISINFECTING POTABLE WATER PIPELINES ( A. Before being placed in service, all potable water pipelines shall be �r disinfected in accordance with AWWA Standard Specifications C-551-99, or latest revision. The location of the chlorination and sampling points will be as shown on the drawings- The Contractor shall uncover and backfill taps for chlorination and sampling, as required. B� The general procedure for chlorination shall be first to flush all dirty or discolored water from the Dines, and then introduce chlorine in approved dosages in accordance with Table 10-1 through a tap at one end, while water is being withdrawn at the other end of the line. The chlorine solutions shall remain in the pipeline for no less than 24 hours. C. The use of chlorine tablets is strictly prohibited. D. Following the chlorination period, all treated water shall be flushed from the lines at their extremities and replaced with water from the distribution system. The Contractor's lab shall then make bacteriological sampling and analysis of the replacement water in full accordance with AWWA Standard Specifications C-651, or latest revision. The Contractor will be required to re -chlorinate, if necessary. The line shall not be placed in service until all the requirements of the State and County Environmental Health Departments are met. E. Special disinfecting procedures shall be used in connections to existing mains where the method outlined above is not practical. 13-3 l �.A 4. *W F. The Contractor shall make all arrangements necessary with an independent commercial laboratory approved by the Department of Environmental Health for the collection and examination of samples of water from disinfected water mains. Note: The Contractor may not collect his own samples. These samples shall be examined for compliance with the Department of Environmental Health's and Florida Department of Environmental Protection's requirements. Sampling shall be made daily and continuously until two successive examinations are found satisfactory. Should one examination be found unsatisfactory, the line shall be flushed and disinfected again. Certified copies of all laboratory analyses shall be provided to the IRCDUS- The cost of all sampling, flushing and disinfecting shall be included in the contract price. IRCDUS personnel shall operate all valves and be present to determine and control the volume of water used for flushing. TABLE 10 --1 Chlorine Required to Produce a 25-m /L Concentration in 1+00ft of Pil2e b Diameter 1 -percent Pipe 100 -percent Chlorine Diameter Chlorine Solution (inches) (pounds) (gallons) 4 0.013 0.15 6 0.030 0.36 8 0.054 0.65 10 0.085 1.02 12 0.124 1.44 16 0.217 2.60 For Pipes larger than 16 -inches in diameter see AWWA Standard Specifications C-651-99 13.04 TESTING OF GRAVITY SEWERS A. Leakage test by exfiltration and infiltration, as described below, shall be made on all pipes_ B. Exfiltration tests shall be made on all pipes after backfilling. All sewers shall be tested such that water is filled to the rim of the lowest manhole being tested within each section being tested, as directed by the IRCDUS. Mechanical plugs shall be used on the gravity sewer system in such a manner that the air can be released from the sewer while it is being filled with water. The test shall be continued for one hour and provisions shall be made for measuring the amount of water required to maintain the water at a constant level during this period. If test results are unsatisfactory, the Engineer and/or IRCDUS may direct that additional test be made on any section or the entire pipe. 13-4 C. If any joint shows an appreciable amount of leakage, the jointing material shall be removed and joint remade. If any pipe is defective, it shall be removed and replaced. If the quantity of water required to maintain a constant level in the sewer for one hour does not exceed 100 gallons per inch of diameter per day per mile of sewer and if all the leakage is not confined to a few joints, the workmanship shall be considered satisfactory. If the amount of leakage indicates defective joints or broken pipes, the Contractor shall correct them. D. Pipe shall be tested for infiltration after the backfill has been placed. Infiltration tests shall be made under the supervision of the Engineer and IRCDUS. The length of line to be tested shall be as directed by the Engineer and/or IRCDUS. The allowable infiltration shall be 100 gallons per inch of diameter per day per mile of sewer. E. Rate of infiltration shall be determined by means of V -notch weirs, pipe spigot or by plugs in the end of the pipe, to be provided and installed by the Contractor in an approved manner and at such times and locations as may be directed by the Engineer and/or IRCDUS. F. In an inspection of the completed sewer or any part thereof shows any manholes, pipes or joints that allow the infiltration of water in a noticeable stream or jet, the defective work or material shall be replaced or repaired, as directed by the Engineer and/or IRCDUS. G. Leakage between two adjacent manholes may be double the amount above stated, provided the average leakage for a total length of any size does not exceed the amount first stated and provided there are not gushing or spurting leaks. H. All water used in testing and flushing shall be furnished at the Contractor's expense, The minimum amount of water to be used is two (2) times the volume of the pipe. The Contractor may use an air test in lieu of the exfiltration test as described above. If he elects to do this, he shall submit his proposed method to the Engineer and/or IRCDUS for approval. If the results of the air test are unsatisfactory, as determined by the County, the Contractor shall be required to perform the exfiltration test as outlined above. K. At the conclusion of the work, the Contractor shall thoroughly clean the entire inside of the pipe by flushing with water or other means to remove all dirt, stones, and pieces of wood or other material that may have entered during the construction period. Debris cleaned from the lines shall be removed from the lowest outlet. If, after this outlet cleaning, obstructions remain, they shall be removed. After the pipe is cleaned and if the groundwater level is above the pipe, or following a heavy rain, the IRCDUS will examine the pipe for leaks. If defective pipes or joints are discovered at this time, the Contractor shall repair them at his expense. 13-5 I �.3. lJ. &. L. Upon completion of the work, the sewer system or selected sections therein shall be subjected to a final test and inspection. All work in the system or sections therein being tested shall be complete, cleaned and ready for use. Tests shall be as specified herein and shall meet all requirements as to line, grade, clean lines, infiltration, exfiltration and workmanship. M. inspection of mains shall be by use of a self-contained television system and lamping upon satisfactory completion and acceptance of final road base material. The facilities shall be provided and operated by the Contractor as specified below: The Contractor shall provide the IRCDUS with an electronic record, on CD format, of the interior of all main line gravity sewers and the interior of all sewer laterals. The CD shall be contained in a proper container to prevent damage to the CD. The electronic recording (video) shall be obtained by pulling a television camera through the line along the axis of the pipe. The television equipment shall consist of a self-contained camera and a monitoring unit connected by a coaxial cable. These videos shall be done during the inspection of the mains. Monitors shall be available to the Engineer and Owner during these inspections. Monitors shall also be provided with a stop action camera, so that [ as may be requested by the Engineer, photographs shall be made ii•r of a particular portion of the main being viewed. The video shall be properly exposed and the camera shall be in proper focus so that good, clear recordings showing detail are produced. The visual recordings shall be identified by audio recordings noting the manhole numbers, distances to service lateral connections, direction of lateral connection and any leaks, cracks or pipe defects. Each CD shall be clearly marked as to the contents and number, with an index of all CD's. The CD's of the completed mains shall be delivered to IRCDUS. The Contractor shall provide any assistance required by the IRCDUS or the Engineer of Record. N. A maximum tolerance of '/z" dip will be accepted in gravity sewer construction. END OF SECTION 13-G I3. nf.7. SECTION 14 GENERAL DESIGN DATA IA5,0. 1. SECTION 14 GENERAL DESIGN DATA 14.01 GRAVITY 'SEWERS A. A manhole shall be constructed 20 feet upstream of the lift station. There shall be only one pipe connection from the manhole to the lift station. The pipe between the lift station and the manhole shall be C-900 PVC, DR18 pipe. B. All sanitary sewers shall be constructed as required by the IRCDUS. Design to be done according to Recommended 10 State Standards for Wastewater Facilities, latest edition, and current regulatory agencies requirements. C. Gravity sewers shall be designed for estimated peak flow at ultimate development, which shall be the product of a selected peaking factor and the projected or known average daily flow at ultimate system development. D, Projections of average daily flow shall be made using a per capita sewage flow of 100 gallons per day and in accordance with Indian River County ordinances. Peak hour (design) flaws shall be estimated using a peaking factor as outlined within Recommended 10 State Standards for Wastewater Facilities, latest edition. E. All sewers shall be sized to provide ample capacity for peak design flows. The minimum allowable pipe size shall be 8 -inch for collection lines and 6 -inch for service laterals. Sewers shall be designed at slopes providing minimum velocities of 2 feet per second when flowing full or half -full, using a Mannings Roughness Coefficient (n) of 0.013 for ductile iron pipe and 0.012 for polyvinyl chloride pipe. In general, the following minimum slopes shall be provided for sewer sizes 8 -inch to 36 -inch or approved by IRCDUS: Pipe DIP PVC Diameter inches n = 0.013 n = 0.012 8 0.40% 0.34% 10 0.28% 01.24% 12 0.22% 0.19% 15 0.15% 0.13% 18 0.12% 0.10% 21 0.10% 0.09% 24 0.08% 0.07% F. Manholes shall be installed at the end of each line, at all changes in grade, size or alignment, at all junctions (excluding service laterals) and at distances no greater than 400 feet apart. G, Sewer laterals shall not be connected directly into manholes unless approved by IRCDUS. IRCDUS will direct industrial wastewater into manholes on case-by- case basis. 14-1 1 2�3.©.a- H. Gravity sewers must be installed in front (under driveway/roadway pavement) of new buildings and/or under roadway pavement in dedicated Rights -of -Way, all accessible to maintenance equipment. Gravity Mains shall be installed a minimum of 10 feet from any existing or proposed structure (walls, trees, transformer pads, etc.). 14.02 WASTEWATER PUMPING STATIONS A. A Remote Telemetry Unit (RTU) shall be included in all pump stations that are to be dedicated to Indian River County. B. Wastewater pumping stations shall be designed to peak ultimate development flow from all contributory areas, in accordance with the Indian River County Wastewater Master Plan. Design average daily flow and peak hour flow shall be as set forth in Section 11.01. C. Design of private lift stations that may be dedicated to the County at a later date shall meet IRCDUS design standards and shall be approved by IRCDUS. Any private station that does not meet IRCDUS design standards will not be taken over by the IRCDUS. Owners of private stations shall sign a form acknowledging future upgrade requirements if Owner is to dedicate a private station to the IRCDUS at a later date. D. The County allows owners of single commercial properties, who wish to manage their own sewage collection on-site and transfer to the County's regional distribution collection system, to install and maintain a private lift station. The County does not permit more than one property to connect to a private lift station or private gravity sewer system, regardless if all the properties involved are awned by the same entity or not. If a developer proposes to extend sewer laterals form a private sanitary sewage collection system to other properties, then the properties must be unified as one parcel. if the properties cannot be unified, then each property must have their own private lift station, or the developer may install and dedicate to the County, a regional lift station that is constructed in accordance to IRCDUS design standards. E. At least 2 pumps shall be provided for stations handling flows of 700 gallons per minute (gpm) or fess. A minimum of 3 pumps shall be provided in stations where peak design flow exceeds 700 gpm unless otherwise approved by IRCDUS. In all cases, standby -pumping capability shall be provided such that if any one pump is out of service, an alternate unit is available at equal or greater capacity. F. The sewage pump system shall be capable of pumping the design peak flow at the maximum computed system total dynamic head. Maximum residual head within existing force mains shall be obtained and coordinated through IRCDUS. G. Pumps shall be capable of passing spheres of at feast 3 -inches in diameter, and pump suction and discharge piping shall be at least 4 -inches in diameter. 14-2 Ia3.o.3. Grinder pumps shall be used when riser pipes in wet well are less than 3 -inches. lilliw Minimum valve (all types) size is 4 -inches. H. Wet wells shall be a minimum of 6 -feet in diameter (ID). All wet wells shall be sized to provide a minimum pump cycle of 15 minutes. Pumps shall be designed to provide a minimum pump run time equal to half the cycle time. Additionally, wet wells shall provide sufficient space for installed equipment and required suction pipe submergence and spacing. The wet well floor shall have a minimum slope of one-to-one to the hopper bottom. A separate valve vault shall be provided to house the gate valves, check valves and the emergency pump connection. The vault shall be of sufficient size to allow for installation, removal and maintenance of the valves. The top of the valve vault shall be a minimum of 12 -inches above the high water level of the associated development. The wet well top elevation and the valve vault top elevation shall be a minimum of 12 -inches above the associated elevations shown on the FIRM (Flood Insurance Rate Map) or 12 inches above the 25 -year — 24-hour storm event elevation, whichever is greater.. J. In IRCDUS maintained lift station, pumps shall be per the Approved Manufacturer's Product List. If a grinder pump is proposed, see Approved Manufacturer's Product List. Only grinder pumps under 5.0 hp are permitted unless approved by IRCDUS. K. Lift Station Calculation Checklist (all assumptions shall be listed in calculations and in an orderly fashion): 1. Design flow 2. Downstream force main size & down stream head pressure (in psi or feet of water) 3. TDH of pumps shall exceed system head curve 4. Pump selection make, model, HP, impeller 5. a. Wet well dimensions b. Operating cycle and draw down time 6. Buoyant computations Documentation: a. Buoyant force b. Downward force c. Safety factor d. Depth to water table 7. Designer name, date, design firm, Indian River County project number, project name, designer name of revisions L. Only one influent gravity main is allowed into the lift station. The first upstream manhole from the lift station must be located within 20 feet +1- 1 -foot of the lift station and as approved by IRCDUS. M. The owner of a private lift station must have a maintenance agreement with a qualified firm (individual) to maintain the lift station. A label must be posted on the lift station stating the name and 24-hour phone number of the responsible firm before lift station may be placed into operation. A copy of a maintenance contract is to be submitted prior to issuance of the Utility Construction Permit. 14-3 Maintenance contract must be renewed annually with copies of said contract iliw submitted to IRCDUS 14.03 WATER DISTRIBUTION A. All water mains shall be constructed in accordance with the Indian River County Water Master Plan, latest edition, or current AWWA Standard Specifications and current regulatory agencies requirements. B. All distribution systems shall be properly looped, where feasible, and valved to provide maximum flexibility in providing service. C. Design shall be based on an average daily consumption of 100 -gallons per capita per day, a maximum day (MD) factor of 2.25 times average day and a peak hour factor of 4.5 times average day, per Indian River County Ordinance. D. Distribution systems shall be sized to provide for 100 percent of the combined required fire flow and maximum day demand rate, while maintaining a 20 -psi residual pressure in the distribution system. E. All water mains shad be designed to provide a minimum pressure of 25 -psi at ground level at all points in the distribution system under all conditions of flow (except as noted in D above). F. Dead-end 4 -inch ►neater distribution system mains may be Used to serve up to 10 ERU's, but shall not exceed 300 linear feet and down stream of last Fire Hydrant Assembly. G. Fire flow requirements shall be as outlined within the Insurance Service Office (ISO) Fire Flow Requirements. H. The minimum size main in diameter serving fire hydrants shall not be less than 6 - inches in diameter for residential (single family) areas and 8 -inches in diameter for commercial areas and multifamily residential areas. I. Maximum fire hydrant spacing shall not exceed 1000 -feet in single-family residential areas and 600 -feet in commercial areas and multiple -family residential areas. No fire hydrant shall be over 500 -feet from a single-family residence, multifamily residence, or commercial building. J. All public fire hydrants shall be painted Federal Safety Rest. Private fire hydrants shall have the body painted red with a white painted bonnet. K. All fire mains shall be equipped with a double detector check valve assembly as shown in IRCDUS Standards Detail W -10- L. A gate valve must be installed on the same water main as the fire hydrant. An additional gate valve is required if the distance between the first gate valve and the hydrant is greater than 5 -feet, as shown in IRCDUS Standards Detail VIi-2. 14-4 M. It shall be demonstrated that the water distribution system can supply the i w required demand rate and fire flow prior to acceptance by IRCDUS, and an on- site fire flow test shall be conducted by the Indian River County Fire Department or EMS. Prior to acceptance by IRCDUS, the fire hydrant shall be bagged as "OUT OF SERVICE". N. Service connections and fittings shall be located outside of pavement, concrete curb, and/or concrete sidewalk areas unless otherwise approved by the IRCDUS. O. 'Water mains and services shall be installed in front easements or in dedicated Rights -of -Way (not under pavement) accessible to maintenance equipment. 14.04 EARTHWORK AND BACKFILL A. Excavation for all utilities and/or house connections shall be adequately guarded with barricades and lights, so as to protect the public from hazard. Streets, sidewalks, driveways, curbs, parkways and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the IRCDUS and/or Public Works. B. Foundation material used for pipe bedding, from a minimum 6 -inch distance below the pipe invert to the bottom 12 -inches above the top of the pipe, shall be bank run sand and gravel. C. All gravity sewer installation procedures must be in accordance with pipe manufacturer's recommendations. All mains shall be installed to have a minimum depth of 36 -inches. Installation of gravity sewers shall be controlled by use of a laser to maintain proper grade. A maximum tolerance of '/2" dip will be accepted in gravity sewer construction. 1. Trench — Trench width shall be kept to a minimum necessary for installation of the pipe and shall comply with current OSHA requirements. The trench bottom shall be graded uniformly to match the slope of the pipe. 2. Backfill — Only good quality backfill, free of stones, hardpan materials, roots, rocks, broken cement or other debris that might be damaging to the pipe shall be used. Backfill shall be placed in the trench in uniform lifts of 12 -inches. 3. Compaction — All fill must be compacted by hand tamping from under the pipe us to the center line. Backfill shall be compacted in lifts up to the surface to achieve a minimum compaction of 98% of maximum density in roadways and shoulders. Easements shall be 95% density, in accordance with AAS HTO Specifications T-180 and ASTM D-2167. 4. Dewatering — Construction shall be accomplished in a dry trench. Well pointing may be required as necessary. All water entering excavations or other parts of the work shall be contained, collected and pumped to suitable places for disposal, as permitted by local and state regulation. 14-5 5. Sheeting — Sheeting and shoring shalt be installed as may be necessary for the protection of the work, preservation of adjacent property and structures and the safety of employees. Sheeting and backing shall be uniform to OSHA requirements. D. Installation of force mains (sewer or reused water) shall be in accordance with latest AWWA Standard Specifications C- 600 and the installation specifications for water lines in the Water Distribution Section, irrespective of the type of pipe selected. A 2 -inch wide magnetic I.D. tape and tracer wire shall be placed continuously in the trench over all pipes per Detail M-13, 12 -inches below grade. 1. Trench — Trench width shall be kept to a minimum necessary for pipe installation and shall comply with current OSHA requirements. The trench bottom shall be graded and alignment shall be parallel with roadway, where possible. 2. Backfill — Only good quality backfill, free of stones, roots, rocks, broken cement or other material that might be damaging to the pipe shall be used. Backfill must be put in the trench in lifts. 3. Compaction — All pipe must be compacted by hand tamping to the centerline, under the pipe. Backfill shall be compacted in lifts up to the surface to achieve a minimum compaction of 98% of maximum density in roadways, shoulders, and easements in accordance with AASHTO Specifications T-180 and ASTM D-2167. 4. Dewatering — Construction shall be accomplished in a dry trench. Well pointing may be required, as necessary. All water entering excavations or other parts of the work shall be contained, collected and pumped to suitable places for disposal as permitted by the Local, State or Water Management District. 5. Sheeting — Sheeting and shoring shall be installed as may be necessary for the protection of the work, preservation of adjacent property and structures and the safety of employees. Sheeting and bracing shall be uniform to OSHA requirements. E. Installation of water mains and brine mains must be in accordance with latest AWWA Standard Specifications C-6001 Series, irrespective of the type of pipe selected. All installation procedures must also be in conformance with pipe manufacturer's recommendations. Minimum depth of cover shall be 36 -inches. A 2 -inch wide magnetic I.D. tape shall be placed continuously in the trench over all pipes, 12 -inches below grade. Trace wire shall be wrapped on all pipes, per Detail M-13, valves, fittings, and all appurtenances. Allowable deflection of the pipe joints and curvature of PVC pipe shall not exceed the manufacturer's specifications. 1. Trench — Trench width shall be kept to a minimum necessary for pipe installation and shall comply with current OSHA requirements. The trench bottom shall be graded and alignment shall be parallel with roadway, where possible. 2. Backfill — Only good quality backfill, free of stones, roots, rocks, broken cement or other material that might be damaging to the pipe shall be used. Backfill must be put in the trench in lifts. 3. Compaction — All pipe must be compacted by hand tamping to the centerline, under the pipe. Backfill shall be compacted in lifts up to the surface to achieve a minimum compaction of 98% of maximum density in roadways, shoulders, and easements in accordance with AASHTO Specifications T-180 and ASTM D-2157. 4. Dewatering — Construction shall be accomplished in a dry trench. Well pointing may be required, as necessary. All water entering excavations or other parts of the work shall be contained, collected and pumped to suitable places for disposal as permitted by the Local, State or Water Management District. 5. Sheeting — Sheeting and shoring shall be installed as may be necessary for the protection of the work, preservation of adjacent property and structures and the safety of employees. Sheeting and bracing shall be uniform to OSHA requirements. 14.05 RESTRAINED JOINTS ( A. Restrained joints shall be used on lines per the Table of the IRCDUS Standards �w Drawing M-3. Section of piping having restrained joints or those requiring restrained joints shall be constructed using pipe and fittings with restrained "Locked -type" joints and the joints shall be capable of holding against withdrawal for line pressures up to 150 pounds per square inch (psi). The pipe fittings shall be as shown for restrained push -on joints or restrained mechanical joints on Page 415 in Section VI, in the Hand book of Cast Iron Pipe, 4th Edition. In all cases, restrained joints must be used per Section C below, with thrust blocks, per contract drawings. B. Restrained pipe joints that achieve restraint by incorporating cutout sections installed in the bell of the pipe shall have a minimum wall thickness at the point of cutout that corresponds with the minimum specified wall thickness for the rest of the pipe. C. The minimum number of restrained joints required for resisting forces at fittings and changes in direction of pipe shall be determined from the length of restrained pipe on each side of fittings and changes in direction necessary to develop adequate resisting friction with the soil. Drawing and formula below are provided for the Contractor as a guideline. Where: L = 1.5PAO-COS X) Fw 14-7 8. L = Length of pipe on each side of fittings or change in direction P = 150 psi, unless otherwise noted A = Cross-sectional area in square inches based on outside diameter (O.D.) of pipe X = Angle of bend or change in direction in degrees f = Coefficient of friction = 0.4 (maximum) W = W (earth) + VII (pipe) + W (water in pipe) VII (earth) _ (density of soil*) (depth of cover in feet) (O.D. in feet) * Maximum 12-lbs/cubic ft above maximum water table elevation and 60-lbs/cubic ft below maximum water table D. Bolts and nuts for restrained joints shall be 304 stainless steel. E. The Contractor shall also provide restrained joints in accordance with the above criteria wherever below ground fittings are on lines 12 -inches in diameter or less. 14.06 HORIZONTAL SEPARATION A. All water and/or sewer utilities shall be located a minimum horizontal separation iIIiw equal to the depth of the pipe plus the diameter of the pipe from any permanent above ground structures (i.e., walls, trees, transformer pads, etc.). B. A minimum 4 -feet separation is required between water/sewer utilities and other underground utilities such as telephone, gas, cable, irrigation, etc. C. All water and/or sewer utilities shall be located a minimum horizontal separation equal to 2 times the depth of the pipe plus the diameter of the pipe from the top of Dank of any bodies of water (I.e., storm water ponds, canals, etc.). D. All water mains shall be located a minimum horizontal separation of 3 ft. from storm sewer, stormwater force main or reclaimed water main. E. All water mains shall be located a minimum horizontal separation of 3 ft., with 10 ft, preferred, from vacuum sanitary sewer mains. F. All water mains shall be located a minimum horizontal separation of 6 ft., with 10 ft. preferred, from gravity or pressure sanitary sewer, sanitary sewer force main or reclaimed water main.. 14.07 VERTICAL SEPARATION A. Maintain 18" vertical clearance between any waterlsewer utility and any other underground utilities such as telephone, gas, cable, irrigation, etc. t4-8 B, All water mains shall maintain a minimum 6" vertical clearance between storm sewer, vacuum sewer system and gravity sewer with 12" vertical clearance preferred. A 12" vertical clearance shall be maintained between all water mains and' pressure sewer systems, stormwater force mains and reclaimed water mains. END OF SECTION 14-9 ! a3.D•;o. SECTION 15 PROCEDURES FOR SUBMITTAL, PERMITTING, CONSTRUCTION, AND ACCEPTANCE OF PRIVATE DEVELOPMENT PROJECTS SECTION 15 PROCEDURES FOR SUBMITTAL, PERMITTING, CONSTRUCTION, AND ACCEPTANCE OF PRIVATE DEVELOPMENT PROJECTS 15.01 SUBMITTAL A. The applicant shall submit the following items for a project to be considered for a utility construction permit: Completed Utility permit application, copy of Department of Environmental Protection (FDEP) permit applications if applicable, copy of Department of Transportation (FDOT) permit application, Indian River County Right -of -Way permit, legal description, and applicable fees. Prior to the issuance of utility permit, applicant shall provide proof of all fee payment (i.e. capacity charges. Line extension fee, etc) 2. Three (3) sets of 24"06" construction plans, signed and sealed by a Professional Engineer registered in the State of Florida shall be submitted with application. Plans shall include a plan view of the water and/or wastewater systems with all elevations and inverts, sewer profiles (gravity and force mains), all appropriate details, a drainage plan with all elevations and inverts, and water line profiles where the water main crosses other utilities and as requested by IRCDUS. All IRCDUS utility lines shall be stationed on the plans. All existing and proposed rights -of -ways, easements, and property lines shall be shown. Also, an accurate location map is to be provided. The limits of proposed dedication of the system(s) to Indian River County shall be specified on the plans. 3. A complete engineer's design report, signed and sealed by a Professional Engineer registered in the State of Florida, setting forth the basis of design, shall contain the following, as a minimum: a. Water distribution system: (1) Description of geographic area to be served. (2) Existing and predicted population of areas to be served. (3) The effect of the proposed water distribution system on existing or proposed water distribution facilities. (4) The estimated daily flow. (5) Fire flow calculations for all hydrants being fed by lines smaller than 8", or as required by IRCDUS. (6) Description of materials to be used. (7) A preliminary cost estimate. (8) Any other factors which would affect design and use of the water distribution system. Gravity sewer system: (1) Description of geographic area to be served. 15-1 1 2-3" 10. ;. . (2) Existing and predicted population of areas to be served. (3) The effect of the proposed gravity sewer collection system on existing and proposed gravity sewer collection systems or pumping stations and force mains. Pump stations shall be modeled, and all in-line pumping stations and force mains receiving these additional flows shall be considered. The effect of the proposed gravity sewer collection system on the wastewater treatment plant receiving the flows. (1) The estimated daily flow. (2) Description of materials to be used. (3) A preliminary cost estimate. (4) Any other factors which would affect design and use of the sewage system. d. Pumping station and force main system: (1) Description of geographical area to be served. (2) Existing and predicted population of area to be served. (3) Calculations for projected flows, wet well sizing, pump sizing and selection, force main sizing, and buoyancy. (4) The effect of the proposed pumping station and force main system on existing or proposed pumping station and force main systems or gravity sewer systems receiving these additional flows. Pump stations shall be hydraulically modeled, along with all in-line pumping stations and force mains. (5) The effects of the proposed pumping station and force main systems on the wastewater treatment plant receiving these flows. (G) Description of materials to be used. (7) A preliminary cost estimate. (8) Any other factor which would affect design and use of the pumping station and force main system. 4. A review fee, as set forth in the current rate schedule. This fee shall cover review of a water system, a sewer system, or both, if submitted at the same time. 5. One original signed and sealed Department of Environmental Protection permit application for IRCDUS records. 15.02 CONSTRUCTION PERMIT A. Prior to permit issuance and scheduling of a pre -construction meeting, three (3) sets of construction plans and specifications shall be submitted, signed and sealed by a Professional Engineer registered in the State of Florida, to be approved, stamped, and signed by IRCDUS, One (1) set shall be retained for IRCDUS records, one (1) set shall be delivered to the IRCDUS inspector, and one (1) set shall be returned to the Engineer of Record - 15 -2 B. Utility Construction Permits expire after one year and may be granted an extension for one year thereafter for a fee of $150. Only one extension will be granted. After the extension has expired, the Utility Construction Permit process will start over. The applicant will be required to submit a $150 review fee, UCP Application, and three full sets of signed/sealed construction plans, and if applicable, two sets of signed/sealed lift station calculations, along with. any other agency permits relevant to the project. For new Utility Construction Permits or Permit Extensions, IRCDUS reserves the right to request changes or modifications to utility designs that have been previously approved. C. Payment of fee shall not constitute automatic approval of original plans. D. The utility construction permit does not constitute a permit for operation. E. Construction shall not begin until a copy of the Indian River County and ail State and local permits that are required have been received for any construction in the right-of-way. 15.03 CONSTRUCTION Qualifications for Constructing Public Water and Sewer Systems A. Any contractor or sub -contractor constructing public underground water and sewer utilities must be a licensed Underground Utility Contractor or licensed �w General Contractor in the State of Florida and Indian River County. A sub- contractor shall not qualify for an IRCDUS construction contract under the license of another General Contractor or Underground Utility Contractor. Any contractor or sub -contractor must qualify on their own merits. B. IRCDUS reserves the right to request references and a list of projects performed in the last three years that are similar in nature to the project in which the contractor is proposing to construct. C. The Engineer of Record shall have a pre -construction meeting with IRCDUS a minimum of five working days before beginning construction, whereupon construction plans shall be reviewed, and a minimum of three (3) sets of shop drawings shall be provided. One (1) set to Indian River County Utilities Department, one (1) set to the IRCDUS inspector and the remaining sets to the Engineer of Record. No appurtenances shall be installed until approved by IRCDUS. D. The Contractor and Engineer of Record shall notify IRCDUS a minimum of 48 hours prior to beginning construction or performing any system tests. E. The water distribution system shall be constructed, flushed„ disinfected, and tested in accordance with FDEP and IRCDUS Specifications. F. All fire hydrant assemblies shall be bagged and tagged as "Out of Service" until final acceptance. 15-3 1 as. P• G. All equipment, materials, and workmanship shall meet or exceed all current Indian River County Water and Wastewater Utility Standards and shall be subject to the unconditional inspection and approval of IRCDUS. H. The Engineer of Record shall have an on-site inspector (representative) who shall witness and document all materials used, installation procedures, problems encountered, and witness and certify all tests specified by the operation permit checklists. Daily construction reports shall be submitted monthly to IRCDUS, and no later than seven days after completion of the construction. Indian River County has unconditional rights to inspect the construction and materials at any time. Where water outages will occur, a minimum of five (5) working days notice to IRCDUS and the public is required. The IRCDUS water plant operator shall be notified a minimum of five (5) working days prior to flushing of lines. A five (5) working days notice is required for access to private property. The Property Owner, Developer, engineering firm, and Contractor shall hold Indian River County harmless in any suits, claims, and/or liabilities arising from subject construction. K. All connections to the IRCDUS water system shall be made in the presence of IRCDUS inspectors. IRCDUS personnel for the purpose of flushing, testing, and putting the system on line shall operate all valves on the IRCDUS systems. 15.04 ACCEPTANCE A. No system shall be cleared for use by IRCDUS until all requirements of the operation permit checklist have been satisfied and approved by IRCDUS. See Fart IV of these Standards for the requirements for IRCDUS Utility Construction Check Lists for Potable Water Distribution System and Wastewater Collection/Distribution System. B. When a constructed potable water system or sewer system lies dormant for a period of more than (6) months, regardless of having received FDEP clearance or not, the system will be subjected to rigorous inspection, testing and cleaning, by methods to be determined by the IRCDUS — Utility Inspector, and in accordance with AWWA Standards C-651-99 or latest revision. Pressure testing, flushing and chlorination will be required. No potable water main shall be placed into service until bacteriological sampling and analysis has been made. Any constructed gravity sanitary sewer main and/or sewer lift station will be subject to the same methods as stated above, including but not limited to cleaning, television inspection, infiltration/exfiltration, or other methods to be determined by IRCDUS — Utility Inspector. Any deficiencies in construction shall be corrected immediately upon discovery and shall meet current IRCDUS water and Wastewater Standards. END OF SECTION 15-4 I • i 6-. SECTION 16 WATER AND WASTEWATER TREATMENT PLANTS SECTION 16 WATER AND WASTEWATER TREATMENT PLANTS 16.01 GENERAL This section sets forth the general requirements for design and installation of water and wastewater treatment plants to be constructed within the County. 16.02 DESIGN STANDARDS Required Reference: Facilities shall comply with the design and installation requirements as established by the Florida Department of Environmental Protection and additional specific requirements stated in these standards. The criteria set forth in the "Ten State Standards -Recommended Standards for (Nater Works", latest edition, should be used as a design guide for water treatment facilities. The criteria set forth in the "Ten State Standards - Recommended Standards for Wastewater Facilities", latest edition, shall be used as a design guide for sewage treatment facilities. 16.03 STANDARD REQUIREMENTS A. Building and Structure Sites 1. Clearing — Clear and remove obstructions within building sites only as required to provide adequate workspace and/or accomplish the specified construction. The removal of trees or permanent structures within the specified construction areas shall be done only as approved or directed by the County. Should the removal of valuable trees or shrubs be required, this work shall be done in cooperation with the local communities, in which the work takes place, in order that they may be replanted, if so desired. At sites of new structures, remove only such trees and shrubs as are necessary to facilitate the work and protect trees to remain against damage during construction period. 2 Grubbing — Grubbing shall be performed where required, including, but not limited to, areas where fill will be placed, structures erected, or where other installation is required. It shall include the complete removal of all obstructions resting on or protruding through the surface of the existing ground to a depth of three feet below finished grade. Where excavation is done, all stumps, roots and deleterious material thereby exposed shall be removed to a depth of three feet minimum below the excavated surface. 3. Disposal of Cleared and Grubbed Material -- All refuse from clearing and grubbing operations shall be disposed of either by burning or removal to a dump area approved by the County. Burning shall be done at locations, and at times as directed, in a manner that will avoid all hazards. Permit(s) shall be obtained from all applicable authorities for burning and burning shall be kept under constant attendance until the fires have burned out or have been extinguished. Burning operations shall be done in compliance with all applicable regulations. 16-1 1 ;L-3. a Z. 4. Unsuitable Material — All muck or other unsuitable material within the limits of building sites, or other designated areas, shall be excavated and removed. Depth of removal shall be that required to reach an approved suitable material. Removal and subsequent backfilling shall be maintained within the limits of the designated construction area unless specifically approved otherwise by the County. Sheeting shall be installed and left in place along the site boundary, where required, in order to preclude infringement on adjacent property and prevent damage by future de -mucking. The Contractor shall dispose of muck or other unsuitable material. The cost of disposal shall be borne by the contractor 5. Fill — Suitable fill material shall be placed and compacted where muck or other unsuitable material has been removed and as required to elevate the site to finished grade. Fill material shall conform to U.S. Bureau of Public Roads, Classification A-3, and as approved by a testing laboratory and the Public Works Division. Fill shall be placed in successive layers of not more than 12 inches, loose measure, and suitably compacted to 95% minimum of maximum density, as determined by AASHTO Specifications T-180, unless higher percentage is necessary in specific locations. Side slopes shall not exceed 2.5 (horizontal) to 1 (vertical), unless specifically approved otherwise, and shall be protected from erosion by staggered solid grass sodding, or other approved method. An approved, Florida ( State Certified testing laboratory shall make density tests for �r determination of the specified compaction. 6. Grading — All building sites shall be properly graded, including all cutting and filling necessary for the construction. Finish building site elevations shall be as required to preclude flooding and shall receive prior approval from the County. Filling shall be accomplished, if necessary, to provide acceptable site elevations. Finish surface grades shall eliminate potholes, abrupt changes in grade and bring the groundto an even surface, and shall provide adequate drainage for the complete site, with special consideration for the following. The grade shalt be sloped evenly to provide drainage away from the building walls in all directions at 1/4 inch per foot minimum for at least 10 feet from the building walls. Drainage swales shall have a minimum flow -line grade of not less than 118 inch per foot. Rounding shall be provided at top and bottom of banks and at other breaks in grade. 7. Asphaltic Concrete Pavement — Driveways, parking locations and other vehicular traffic areas at building sites shall be paved with an asphaltic concrete surface course. The dimensions for said surfacing shall be in accordance with good engineering practice and suitable for the designated service. Roadbed stabilization shall be 6 -inch minimum below the base course and shall have a minimum Florida Bearing Value of 50 pounds per square inch. Base course shall be limerock or soil -cement, placed to 6 -inch minimum thickness. Prime coat shall be rapid curing cutback asphalt RC -70, applied at the rate 16-2 1 ';L_3 Q 3 of 0.10 gallon per square yard. Asphaltic Concrete Surface Course shall be 1 -inch minimum thickness, Type IL 8. Concrete Walks — In order to provide an all-weather surface for foot - traffic ways, concrete walks shall be provided between points of frequent travel. Walks shall be minimum 4 feet wide by 4 inches thick, with concrete construction in accordance with the standards specified under Section 13.03.B.3. The base material shall be thoroughly compacted to 95% of maximum density per AASHTO Specification T-180. Walks shall be provided with expansion joints at structures and/or intervals not exceeding 18 feet, with dummy groove joints at 6 -feet intervals. A broom finish shall be provided. 9. Fencing a. General — All building sites shall be totally enclosed by protective fencing, unless specifically excluded from this requirement by the County. Said fence shall consist of 6 -font high chain link fabric. Fence shall be fabricated and installed in accordance with good standard practices and shall be complete, including top rail; stretcher bars and clips; all end, corner, .pull and gate posts; post braces; ornamental post tops; and other necessary items. The fence shall include a minimal of one gate opening 12 feet in width, consisting of two 6 -feet wide locking, 180 degree, swing gates, with total height equal to the fence (6 feet). b. Materials — Fencing shall be fabricated in compliance with the following minimum material standards: Chain Link Fabric — 2" mesh woven from 9 gage steel wire. End, Garner and Pull posts — 2-'/z" Schedule 40 steel pipe. Gate Posts — 6" maximum width: 2-'/z" Schedule 40 steel pipe, and, 6' to 12' width; 3-'/2" Schedule 40 steel pipe. Gate Frames and Intermediate Posts — 1.875" outside diameter (0.D.), 2.71 pounds per foot (Lb./Ft.) steel tube. Post Braces and Top Rails — 1.625` G.Q., 2.27 Lb./Ft. steel tube. Accessories — Steel. Coatings — Hot dip galvanized with 1.2 ounces of zinc per square foot, applied after weaving for fabric and following fabrication for all other ferrous metal items. Concrete — 2,500 pounds per square inch compressive strength. 16-3 C. Installation — The fencing shall be installed to proper grade, alignment and plumb, with corner posts and bracing provided at all angles in alignment. Posts shall be set 3 feet deep in concrete footings; 1'-4" diameter for line posts. and, 2'-0" diameter for gate and corner posts. 10. Landscaping and Grassing General — Building sites shall be suitably landscaped in order to be harmonious with the existing or projected adjacent development, provide screening plants and, in general, present a pleasing appearance. Plants shall equal or exceed Standards for Florida No. 1, as given in "Grades and Standards for Nursery Plants," Part 1 (1953) and Part 11, State of Florida Department of Agriculture. The landscaper shall install the approved planting (grass, trees and shrubbery) in accordance with Indian River County Code Type A buffer and maintain said items until hardy growth has been established. Landscaping — The Contractor shall provide the County with landscaping plans for approval prior to installation.. Said plan shall be prepared by an experienced landscaping company and shall include only such plants which are established for the area of construction and which require minimal maintenance. iliw 2 Grassing — The Contractor shall place solid sod, where not covered by structures or surfacing, over the total area of small facility sites (pumping stations, etc.) and over the prime area of large sites (Treatment Facilities), with additional placement, as required for erasion control. Where not solid -sodded, balance of the site area shall be totally grassed by plugging. Unless approved otherwise by the IRCDUS, the grass shall be Argentine Bahia. Sod and plugs shall be fresh and uninjured to time of installation, and sod shall be clean, have a well -matted root system, and have a minimum thickness of 2 inches. Buildings and Structures Excavation and Fill Excavation shall not proceed until building lines have been surveyed and staked. The Contractor shall remove and dispose of all unwanted material, supply all fill material, and install all dewatering facilities, shoring and/or bracing needed. Bearing capacity of surfaces in excavations or on compacted fill shall be adequate to support the building or structure to be placed thereon. County shall require testing by an independent testing laboratory to verify adequacy of the foundation design and/or to require special foundation 16-4 t Q_3.6k. 5'. features, such as larger footings, piles, increased compactions, etc. Fill and backfill shall be compacted to 95% of maximum density at optimum moisture, as determined by ASTM D- 1557, Method D, or AASHTO Specification Method T-180. Building site shall be kept clear of rubble and any material, which may be hazardous to persons or impede construction progress. 2. Soil Treatment — Termite Control When structures are to be constructed of, or are to contain, any wood or wood products, soil treatment shall be required for termite control. Chemicals shall be one of the following water-based emulsions, uniform in composition, containing a dye that will be readily seen to the naked eye after application to the soil, and containing in concentration by weight: a. Dieldrin, 0.5 percent b. Aldrin, 0.5 percent C. Heptochlor, 0.5 percent [ d. Or equal Application of chemical selected shall be made to all areas along foundation walls, around piers and under all concrete slabs at the following rates: a. Foundation walls and piers, all sides — 4 gallons per 10 linear feet, mixed with backfill, to a depth of (1) foot below finished grade for concrete; for masonry, increase application rate proportionately by depth of foundation or piers. b. Within voids of masonry foundation walls or piers, apply to void at or near bottom of foundation at rate of 2 gallons for each 10 linear feet. C. Under all concrete slabs less than 6 feet below finish grade — (1) gallon per 10 square feet. 3. Concrete Work Design, material, workmanship and practices shall conform to American Concrete Institute Manual of Standard Practice (ACI 315) and the Code of Standard Practice of the Concrete Reinforcing Steel Institute (CRS 1). Field and laboratory tests shall be conducted by independent testing laboratory on structural concrete pours for buildings to ascertain that concrete design slumps and strengths are attained. 16-5 Applicable standards shall include latest editions of the following: a. Southern Standard Building Code b. Building Code Requirements for Reinforced Concrete — ACI 318 C. Concrete proportions and placing — ACI 211.1 and ACI 341 d. Concrete design for sanitary engineering structures — ACI Committee 354 Report 68-50 e. Formwork — ACI 347 f. Reinforcing bars — ASTM A-615, Grade 60 g. Stirrups and ties — ASTM A-615, Grade 40 h. Welded wire fabric — ASTM A-185 i. Cement for concrete not exposed to sewage — ASTM C-150, Type I j. Cement for concrete exposed to sewage — ASTM 0- 150, Type II, or ASTM C-150, Type I, with sulfate resistant properties equal to Type II if Type II is not available and the design engineer affirms the acceptability of Type I k. Watertight and chemical resistant concrete — ACI 614 I. Aggregate — ASTM C-33, salt free M. Water — potable (free from oil, alkali, acid, salt, organic matter, etc.) n. Ready -mix — ASTM C-94 o. Slump test — ASTM C-143 P. Compression Test — ASTM C-39, at cylinder ages of 7 days, 28 days and finally, if indicated and directed by design engineer, at extended time period, not to exceed 45 days q. Test Cylinders -ASTM C-31 minimum of 3 per 50 c.y. of pour or fraction thereof. Water stops and vapor barriers shall be provided as follows: a. Water stops shall be installed at all construction joints in concrete structures retaining liquid and at all construction joints at or below ground level in concrete structures required to remain dry. b. Damp check or waterproof membranes shall be installed under and around all concrete slabs to be placed against soil, with joints lapped a minimum of 6 inches. 4. Masonry Work Concrete masonry units shall be of a modular design and conform to ASTM C-90, Grade U-1. I a.3.a.-7 Brick masonry units shall be clay and conform to ASTM C- 216, Grade SW for below groundwork and grade MW for the above groundwork. Reinforcement of all masonry unit walls shall be provided at alternate courses with "Dur -O -Wall," "Wal -lock," "Block -Lok" or approved equal. Anchors and ties shall be of ferrous metal, with zinc coating conforming to ASTM A-153, Class B-1, B-2, or B-3, as appropriate, and as follows: a. Rigid steel: 1" x'/<" x 24", with ends turned down 3". b. Wire mesh: 16 gage, %z -inch mesh, 3" x 16" C. Veneer ties: No 6 W & M gage wire bent 90 degrees to form 2 -inch hook for mortar embedment, or 22 U.S. gage corrugated sheet metal. d. Spacing of ties shall be such that each tie shall not support more than 3 square feet of wall area with vertical spacing not more than 24", and with additional ties at wall openings. Mortar shall conform to ASTM C-270 (except that slag cements shall not be used), Type M or S. Type N may be used for non-bearing interior walls and partitions above grade. 5. Waterproofing Waterproofing shall be provided in two (2) coats on all exterior surfaces of subgrade concrete or masonry wails, with outside lap of vapor barriers, damp checks or waterproof membranes thoroughly sealed into the sidewall waterproofing material. Waterproofing material shall be an asphalt base coating applied in accordance with manufacturer's recommendations — Tnemec Co. No. 461, "Foundation Coating" (black) or approved equal. Minimum film thickness (dry) after application shall be 8.0 mils for first coat., 6.0 mils for second coat. 6. Architecture and Wall Finishes Complete architecture plans and specifications for building shall be submitted for approval by the County ,prior to construction. In no case shall a structure be planned or designed without regard to aesthetic appearance and maintenance costs - 16 -7 Exterior wall finishes for permanent above -grade buildings or structures shall compfy with one or more of the following selection of materials: a. Stucco/stucco brick b. Rubbed concrete G. Brick, over masonry or sturdy wood frame d. Stone aggregate on masonry e. Stone f. Asbestos -cement on masonry substrate 7. Metal Fabrications Steel or other ferrous materials shall conform to the following: a. Structural shapes and plates — ASTM A-36 b. Pipe — ASTM A-53 c. Bolts, machine — ASTM A-307 d. Bolts, high tensile — ASTM A-325 e. Galvanizing — ASTM A-123 or A-153, as applicable f. iron castings — ASTM A-48, Class 25 g. Abrasive cast iron (nosings) — American Abrasive Metals Co. "Feralun," or approved equal. h. Cast steel — ASTM A-27, Grade N2 i. Stainless steel — Type 304, unless otherwise required or specified j. Fabrication and erection — AISC Manual of Steel Construction. Aluminum materials shall conform to the following: a. Rolled shapes, smooth or checkered plates and extruded pipe — ALCOA 6061-T6 or approved equal b. Other extruded shapes — ALCOA 6063-T5 or approved equal C, Sheets -- ALCOA 3003 or approved equal d. Pipe hand railing — ASTM B-429 8. Windows Natural light is preferred for all buildings, and use of common sizes, spaced for adequate natural lighting of interiors is encouraged. Windows and frames shall conform to quality standards ANSI A-34 and ARMS 30 for high performance series. Frames shall be basic aluminum 6063-T5 with fasteners of aluminum or stainless steel. Plate glass shall be a minimum thickness of 7132" and set in vinyl glazing material. 16-8 All windows shall be sealed all around, both sides, with a non- shrink silicone-base caulk. 9, Metal Doors and Frames Door frames shall be a combination buck and frame type, with adjustable anchors for masonry applications. Frames shall be filled with sand -cement grout when installed. Doors shall be constructed of honeycomb material with metal laminated facing. Minimum door thickness is 1 3/4". Height is 6'--T. All doors and frames shall be mortised and reinforced to receive hardware. Non-ferrous metal should be used at all areas exposed to corrosive atmosphere. All door frames shall be sealed all around, both sides, with a non -shrink silicone base caulk. 10. Finish Hardware Hardware shall be heavy-duty type with non-magnetic accessories and compatible with door and frame materials. Panic exit devices shall be provided in all areas of corrosive or hazardous atmosphere that may be encountered by occupants. Finish hardware shall include: a. Locksets — cylinder type with dead latch, suitable for master keying b. Butt hinges — 1 '/2 pairs per door, ball bearing type preferred C. Door closers, holders and silencers d. Thresholds — aluminum e. Flush bolts f. Panic exit devices, as indicated 11. Carpentry All carpentry components shall be of high quality, with galvanized fasteners and treated wood where in contact with all masonry, metal or exposed to weather. Rough Carpentry of construction grade lumber shall conform to standards as follows: a. National Lumber Association — Specification for stress grade lumber and its fasteners b. American Institute of Timber Construction - Uniform �ftrr Specifications 16-9 12 13 C, Truss Plate Institute Specifications Finish carpentry or millwork shall be of "B" or better yard grade seasoned lumber, conforming to applicable requirements of the Architectural Woodwork Institute. Shelving, cabinet doors, tops and ends shall be a minimum of 3/4" plywood with all exposed edges trimmed with hardwood. Joints shall be tight and formed to conceal shrinkage. Roofing Moisture controls methods and materials for roofing shall be similar to Johns -Manville or Bird Specifications or approved equal for built-up and shingle roofs. Flat roofs shall have a minimum slope of 1116" per foot, with 5 -ply built-up roofing meeting the requirements for a 20 -year bond. All built-up roofs on concrete slabs or metal decking shall be applied to 1" rigid insulation board. Bitched shingle roofs shall I vertical to 12" horizontal, " fiberglass shingles at 300 lb. 15 Ib. underlayment, meeting 15 years' warranty. lave a minimum pitch of 3-'/2" ith seal -down type asphalt or per square on two (2) layers of requirements for a minimum of Fascia, gravel stops and softs shall be of Vow maintenance materials, architectural metal or masonry preferred. Flashing and trim shall be either galvanized steel, 24 gage minimum thickness, conforming to Fed. Spec. QQ-S775, Type 1, Class C; or aluminum 0.019" minimum thickness. Gutters and downspouts shall be provided on all permanent buildings. Screen protection from debris and concrete splash blocks are required for all downspouts. Materials shall be as follows: a. Gutters — 24 gage galvanized steel or 0.032" anodized aluminum Downspouts — 26 gage galvanized steel or 0.025" anodized aluminum Hanger straps — same material as gutters, as 3'-0" on centers, with blocking behind downspouts Specialties and Accessories Stairs shall be of reinforced concrete or all -welded structural aluminum. Nosing and treads shall be non-skid. Tread widths and riser heights shall conform to applicable codes 16-10 16.44 PAINTING General wherever possible. The use of ship -ladders or vertical ladders is discouraged. Handrails shall be of all -welded 1 Y2" O.L. aluminum pipe, 42" high with intermediate rails. Rail post spacing shall not exceed 8'-0". Kick plates shall be used on all areas above the first floor. Grating and checkered plate shall be of aluminum (preferred) or galvanized steel, and designed to carry a uniform live load of 200 lbs. per sq. ft, with a safety factor of 5, based on ultimate strength. Reinforcing shall be utilized to preclude deflections greater than 11160 of span. All grating and plates shall have non-skid surface(s). Plumbing fixtures shall include, but not necessarily be limited to water closets and lavatories. IRCIDUS may require shower, water heater and drinking fountain at larger facilities. Appropriate toilet partitions and stainless steel accessories shall be provided as indicated. Provide handicap facilities as required. Fire extinguishers shall be 10 Ib. Type APC rechargeable units, provided and spaced as applicable in all buildings and structures. Other safety equipment shall be provided wherever hazardous materials or equipment are utilizes, such as eyewash fountains, gas masks, emergency lighting, etc. This section includes the general requirements for painting materials and workmanship, as applicable to all sewer and water facilities. Painting materials shall be delivered to the work site in the original and unbroken containers, marked with the manufacturer name, type of material and analysis of the product, and stored at one location. Special care shall be exercised in the handling and maintenance of painting materials, and all applicable safety regulations shall be followed. 1.Painting System Schedule shall be included in the project specifications for specific facility items and surfaces. Said schedule shall include, but not be limited to, the specific surface to be coated and specified painting system, with minimum dry mil thickness per coat required. 16-11 t13.p. ta- a. Materials All paints and painting materials shall be high-grade products of manufacturers of established reputation and shall be "Approved" for the intended use. To ensure a satisfactory end product, it is essential that paint coats be mutually compatible; both shop and field applications. To this end, insofar as possible, all paints applied to a given surface shall be the product of a single manufacturer.. The paint material set forth in Subsection B.3.4, "Paint Schedule," shall be the minimum acceptable type for the application indicated. b. Application The Builder shall do a complete painting job throughout the project in accordance with generally approved modern practice for work of high quality. Additionally, surface preparation and application shall be in strict compliance with the manufacturer's recommendations, and paint shall not be extended or modified. ( Factory finish coatings shall be inspected following installation and any mars or blemishes shall be touched up in the field with the original color and type of paint. c. Painting Requirements Table I, "Paint Schedule," attached hereto, specifies in general the surfaces to be painted; service conditions for the indicated surfaces„ finish paint coating for the specific surface and service condition; and other special requirements. The total painting system (surface treatment, primer, finish coat and other necessary applications) and minimum dry mil thickness per coat required to achieve the specified finish for the specific surface and service condition shall be in strict compliance with the paint manufacturer's recommendations. For convenience of description and as a standard for a quality comparative reference, the "Paint Schedule" indicates the finish coating by name, number, or both, for products manufactured by Tnemec Company, Inc. or an approved equal, for the subject manufacturer, and approved equal products are acceptable. In addition to the data contained herein, painting for water storage tanks shall comply with AWWA Standard Specifications D102-97, or latest revision, "Coatings for Steel Water Storage Tanks." 16-12 I �'3.Q.13. Unless specifically indicated under "Pipe Color Code", the color for surfaces to be painted shall be as selected by the IRCDUS and in compliance with OSHA regulation. The finish paint color for exposed sewerage and water facilities piping shall be as follows for the specified service: Pipe Color Code: Sewage—Gray (Solid) Sludge—Brown (Solid) Potable Water—Blue (Solid) Raw Water (water facilities)—Blue (with 2 -inch bright orange bands spaced 24 inches apart) Reclaim-Pantone Purple Brine -Orange Non -Potable Water (Plant)—(Bright Orange (Solid) Gas or Fuel Oil—Red (Solid) Compressed Air—Green (Solid) Chlorine Gas ---Yellow (Solid) Chlorine or other chemical solutions—Yellow (with 24 inch red bands spaced 24 inches apart) Other Services -----As directed by the County Note: Banding shall be accomplished by painting or approved durable plastic adhesive tape. Surfaces which shall not require painting (unless service color coding, or other specific coatings are required), are as follows: exterior piping, below ground; factory finished equipment; galvanized fencing; stainless steel; aluminum and brass; plastic or rubber; concrete floors and stair treads; interior of concrete below grade dry pits; and exterior concrete surfaces (as specifically approved). TABLE 1 PAINT SCHEDULE Surface to be Painted I Service Conditions I Finish Paint Coating General Application Masonry & Concrete (Walls & Interior Above Grade — Normal Conditions Series 6 or 7 Ceilin s Masonry & Concrete (Building & Exterior Above Grade — Normal Conditions Series 6 or Series 1561157 Tanks Wood Interior — Normal Conditions Ponkote 300 Enamel Primer Series 36-601 Exterior — Normal Conditions Finish Series 23 or 23 HG Metal (Machinery, Piping, Systems, Interior — Normal Conditions — Nonsubmerged Primer 50 — 330 etc. Exterior — Normal Conditions — Nonsubmerged Finish Interior Series 66 Finish Exterior Series 73 Metal (Machinery, Piping, Systems, Severe Moisture & Condensations Conditions Primer Series 50330 etc. Nonsubmerged Finish Series 73 Metal — Large Areas (Tank Surfaces, Exterior — Moderate to Normal Conditions — Primer Series 66-1211 Structural Steel, etc.) Nonsubmerged Interior Series 66 — Finish Series 73 16-13 a3.G2 - l'-�- fiPwarAnP FarilifiPc Concrete (Wet Wells, Tanks, Channels, etc.) Submerged or Severe Conditions ---- Color - Ri crtex 3324 Enamel Series 46-413 Coal Tar 104 --------Series 104 Metal (Equipment, Piping Systems, Submerged, or Intermittently Submerged, or Primer Series 661211— Tanks, etc.) Extreme Conditions Finish 46-413 (2 coats, 8 mil- ea.} --46H (1 coat, 16 mil. Metal (moving Parts - Chains, Gates, Submerged or Intermittently Submerged Grease Coating etc. Nater Facilities Concrete (Tanks, Troughs, Basins, Submerged, or Intermittently Submerged etc.) j Metal (Tanks, Piping Systems, Submerged, or Intermittently Submerged Equipment) Primer Series 24-1255, Beige 3-5 mii - Filler Series 63 - 1500, as applicable -Finish Series 20-BB82, 4-6 mils Primer Series 20- 1255, Beige 3-5 mil - Filler Series 63 - 1500, as applicable -Finish Series 20-BB82. 4-6 mils Special Notes: 1. All galvanized or other nonferrous surfaces requiring painting shall be pretreated with an approved conditioner or passivator, as recommended by the paint manufacturer, prior to application of the painting system. 2. Bituminous coated pipe shall be coated with Inertol Tar Stop or approved equal, as recommended prior to application of the painting system. 3. Metal surfaces, in contact with concrete or masonry, shalt be protected with Tnemec46-013 Coal Tar coating or approved equal, as recommended. This provision shall not apply to concrete reinforcement, piping and fittings, or conduits and accessories. 16.05 ELECTRIC A. General The provisions of this Section, including other specific design considerations, shall be the minimum standards as applicable to all sewage and water facilities. It shall be the responsibility of the Contractor to advise the appropriate electrical power company regarding the proposed facility prior to installation and to make the necessary provisions for service thereto. In accordance with the provisions of the General Conditions, complete shop drawings and technical data shall be submitted to the IRCDUS including, but not limited to, motor control centers and control systems, with wiring diagrams and components; manufacturer's data for switches, transformers, relays, lighting fixtures and other accessories; panel boards; and all other applicable information. B. Materials, Equipment and Installation 16-14 1 •Q 15. General Requirements: Materials, equipment and workmanship shall conform to the applicable portions of the codes, specifications, standards and statutes listed below: National Fire Protection Association: NFPA No. 70 National Electrical Code Local Codes: At the place of the work, all applicable local codes, regulations and ordinances that are in effect will apply. National Electrical Manufacturers Association: AB 1 Circuit Breakers — Molded Case FB 1 Conduit Fittings, Cable Fittings and Accessories IC 1 Industrial Control SGB 1 Connectors -- Electric Power KS 1 Enclosed Switches PB 1 Panel boards TR 1 Transformers SG 8.2 Connectors for Copper Conductors IC 4 Industrial Enclosures WC 5 Thermoplastic — Insulated Wire & Cable American National Standards Institute: C80A Rigid Steel Conduit C6.1 Terminal Markings for Electrical Apparatus Underwriters' Laboratories, Inc. Standards for Cabinets and Boxes Standards for Service Equipment Standard for Industrial Control Equipment Standard for Thermoplastic -Insulated Wire Illuminating Engineering Society: IES Lighting Handbook United States Federal Government:. Williams—Steiger Occupational Safety and Health Act of 1970 (OSHA) Special Requirements: Phase rotation of electrical service shall be: L1, L2, L3 (A, B, C) left to right when facing equipment. 16-15 Generator receptacles for portable emergency power connection shall be provided for all electrically operated facilities and shall be as described in the lit station portion of the standards, Electrical Motors: Environment: Motors shall have enclosure types which provide safe protection from exposure to unusual environments such as chemical fumes, damp places, outdoors, poorly ventilated rooms or places with restricted air circulation. In general, enclosures shall be NEMA standardized motor types. Insulation: Motor insulation materials shall be Class F Systems" Size: Motors for non -submersible service shall be sized such that the nameplate horsepower rating shall not be less than 9. 2 times the required shaft brake horsepower output. Appropriate NEMA design shall be used to provide torque and/or other load requirements. Electrical Characteristics: Motor electrical rating shall be compatible with station electrical service. Mounting: Motor Mounting shall be of standard NEMA design and shall be compatible with the driven apparatus. Controls: Motors shall be controlled by NEMA standard controllers for all across the line or reduced voltage starting. Where variable speed pumping is required, the specifications or variable speed pumping is required, the specifications or variable speed control equipment shall be coordinated with the County. In general, motors shall be equipped with all necessary controls and devices for complete and operable systems. END OF SECTION SECTION 17 ENGINE ❑RIVEN GENERATOR SETS SECTION 17 ENGINE DRIVEN GENERATOR SETS PART 1 -GENERAL 17.1.01 GENERAL A. This specification defines the requirements for an emergency or standby Electric Generator Set. The generator set shall consist of an engine directly coupled to an electric generator, together with the necessary controls and accessories to provide electric power for the duration of any failure of the normal power supply. Any and all local or state requirements for standby power systems not covered by this specification will be the responsibility of the Contractor, supplier and manufacturer to meet. B. Housing developments of 200 or more units shall provide backup generator sets for emergency use as required. Generator shall be provided with automatic throw over switch that senses power interruption from the main power source, starts the generator and shifts the power supply to the lift station from the generator. 17.1.42 DESIGN STANDARDS A. The equipment covered by these specifications shall be designed, tested, rated, assembled and installed in strict accordance with all applicable standards of ANSI, NEC, ISO, U.L., IEEE and NEMA. B. The Contractor shall provide a complete integrated emergency generator system. The system consists of a diesel generator set with related component accessories and Automatic Transfer Switch(es) as specified herein. C. The generator set shall have the following characteristics: Voltage 2401480 (As Required By Power Supply) Phase 3 Connection Y Wire 4 Hertz 50 Power Factor 0.8 The generator set shall be capable of starting and running the existing loads and proposed loads without exceeding the maximum voltage and frequency variations specified herein, or the maximum temperature limitations of the engine and generator. The generator set shall be capable of starting all motor loads, with the non -inductive load applied first. 17.1.03 ACCEPTABLE MANUFACTURERS 17-1 1 a3.A. A. Quality and Experience: All materials and parts of the generator set shall be new and unused. Each component shah be of current manufacture from a firm regularly engaged in the production of such equipment, as listed in the Approved Manufacturers' Product List, Section 15. Units and components offered under these specifications shall be covered by the manufacturer's standard warranty on new machines, a copy of which shall be included in the submittal. B. There shall be one source responsibility for warranty, parts and service through a local representative with factory trained service personnel. 17.1.04 SUBMITTALS A. Engine-generator submittals shall include the following information: 1. Factory published specification sheet indicating standard and optional accessories, ratings, etc. 2. Manufacturer's catalog cut sheets of all auxiliary components such as Automatic Transfer Switches, battery charger, control panel, enclosure, main circuit breaker,. etc. 3. Dimensional elevation and layout drawings of the generator set, enclosure and transfer switchgear and related accessories. 4. Weights of all equipment. 5. Concrete pad recommendation, layout and stub-up locations of electrical and fuel systems. & Interconnect wiring diagram of complete emergency system, including generator, switchgear, day tank, remote pumps, battery charger, jacket water heater, remote alarm indications. 7. The bidder shall submit with his submittal an estimate of engine mechanical data including heat rejection, exhaust gas flows, combustion air and ventilation air flows, noise data, fuel consumption, etc. when operating at 100% load. These estimates shall be based on manufacturer's data. 8. Generator electrical data including temperature and insulation data, cooling requirements, excitation ratings, voltage regulation, voltage regulator, efficiencies, waveform distortion and telephone influence factor. 9. Generator resistances, reactances, and time constants.. 10. Generator motor starting capability. 11, Control panel schematics. 12. Gil sampling analysis, laboratory location, and information. 13. Manufacturer's and dealer's written warranty. C. Operation and Maintenance Information. The system supplier shall furnish five sets of operating, maintenance and parts manuals covering all components for the generator set system. The supplier shall also instruct the owner in operation and maintenance of the unit. 17-2 1 a-3. P,- 3. 17.1.05 WARRANTY A. The manufacturer's standard warranty shall in no event be for a period of less than five (5) years from date of initial start-up of the system and shall include repair parts, labor, reasonable travel expense necessary for repairs at the job site, and expendables (lubricating oil, filters, antifreeze, and other service items made unusable by the defect) used during the course of repair. Submittals received without written warranties as specified will be rejected in their entirety. 17.1.08 PARTS AND SERVICE QUALIFICATIONS A. Engine driven generator sets which can be properly maintained and serviced without causing the County either to carry expensive parts stock or to be subjected to the inconvenience of long periods of interrupted service because of lack of available parts. The supplier shall specify the nearest location of permanent parts outlets from which parts may be obtained . B. The engine -generator supplier shall have service facilities within 75 miles of the project site and maintain 24-hour parts and service capability. The distributor shall stock parts as needed to support the generator set package for this specific project. C. The dealer shall maintain qualified, factory trained service personnel that can respond to an emergency call within 2 hours of notification, 24 hours per day. PART 2 - PRODUCTS 17.2.01 GENERAL REQUIREMENTS A. The equipment supplied and installed shall meet the requirements of the NEC and all applicable local codes and regulations. All equipment shall be of new and current production by a MANUFACTURER who has 25 years of experience building this type of equipment. Units and components offered under these specifications shall be covered by the manufacturer's standard warranty on new machines, a copy of which shall be included in the submittal. Manufacturer shall be 1309+001 certified. B. The system shall be free of injurious torsional and bending vibrations within a speed range from 10% below to 10% above synchronous speed. C. The system shall be adequately guarded both physically and electrically for protection of operating personnel. 17.2.02 ENGINE A. General description. The engine shall be of the internal combustion type equipped to operate on natural gas, at locations where natural gas is available or No. 2 diesel fuel. B. Engine Power Rating. The rated net horsepower of the engine at the generator synchronous speed, with all accessories, shall not be less than that required to produce the KW required by paragraph 1.01. The horsepower rating shall take into account generator efficiency and all 17-3 1 3. R-4. parasitic losses such as fan, battery charger, etc. The generator set shall be capable of producing the required KW (without overload) for the duration of the power outage (standby rating), under the following ambient conditions: Altitude, feet 1000 Ambient temperature range, °F 0-100 Humidity at max. ambient temp. % 80 C. Fuel and Oil Consumption. Accompanying the supplier's bid, the bidder shall supply fuel and oil consumption estimates based on engine manufacturer's data, a copy of which shall be included in the submittal. D. Governor (Engine Speed Control). The engine shall be equipped with a suitable governor to maintain frequency within limits, as specified below, by controlling engine and generator speed. 1. Type: isochronous 2, Stability: 114% maximum steady state frequency variation at any constant toad from no load to full load. I Regulation: 114% maximum frequency deviation between no-load steady state and full -load steady state. 4. Transient: 5% maximum frequency dip on most severe motor starting condition. See paragraph 1.01. 5. Transient 2 seconds maximum recovery time for maximum motor start. 6. The manual speed adjusting control shall be mechanical or electrical if located on the generator set or electrical if located in a remote control panel. E. Engine Crank -Start System. The engine shall be electric start, provided with a solenoid energized motor, with either positive engagement or clutch drive to the engine. 1. Lead -calcium batteries shall be furnished to provide power to the engine cranking motor. The batteries shall be designed for operation at a minimum ambient temperature of 0 °F. 2. The voltage shall be as required by the engine manufacturer. 3.. The batteries shall be capable of a minimum of four crank cycles (rolling) of the specified prime mover and have sufficient current available for "break -away" currents for the particular engine used at the specified worse case temperature. 4. A float type battery charger, compatible with the batteries selected, shall be furnished which shall maintain the starting batteries at full charge. The charging system shall permit charging from either the normal or the emergency power source. It shall have a high rate and low rate charging system. A voltmeter shall indicate the charge rate and the circuit will be protected by either fuses or circuit breakers. The charger or charging circuit shall be so designed that it will not be damaged during the engine cranking, achieved, for example, by a current limiting charger or a crank disconnect relay. It shall also be capable of recharging a discharged battery in 12 17-4 1a3.P.5. hours while carrying normal loads. F. Engine Cooling System. The engine shall be liquid cooled. The type of liquid cooling system shall be a unit mounted radiator. The radiator capacity shall be suitable for operation in the ambient temperature specified in paragraph 2.02, plus the air temperature rise across the engine. G. Air Supply/Exhaust System. 1, Cleaner: An air cleaner and silencer shall be furnished as recommended by the engine manufacturer and shall be located and mounted as recommended by the engine manufacturer. 2. Exhaust: An exhaust system of suitable size, configuration and material in accordance with engine manufacturer's recommendations shall connect the exhaust outlet of the engine to the silencer. The type of silencer shall meet the requirements of engine manufacturers and shall be residential silencing type. a. The exhaust system and silencer shall have the configuration shown on the drawings, and shall be of such size that back pressure on the system will not exceed the back pressure permitted by the manufacturer's recom- mendation. A flexible connection shall be mounted at the engine exhaust outlet and the discharge end of the exhaust line shall be protected against entry of precipitation, Piping within reach of personnel shall be protected by screening or suitable lagging. All exhaust piping shall be gas tight. H. Engine Protective Devices. The following engine protective devices shall be provided, and an indicating light shall be supplied for use with each device specified. 1. Alarm system for high water temperature and/or low oil pressure. 2. Automatic engine shutdown for high water temperature and/or low oil pressure.. 3, Combination alarm and shutdown system for high water temperature and/or low oil pressure. 4. Engine overspeed automatic shutdown device. 5. Engine failed to start indicator light (overcrank). f. Alarm for low coolant level. 7. A shunt trip and undervoltage trip shall be incorporated to cause the circuit breaker to open simultaneously with any automatic shutdown of the engine. Fuel Supply for Engine. Main Fuel Storage Tank: (Alternate external fuel tank Main Fuel Storage Tank A fuel storage tank with sufficient fuel capacity to allow the unit to operate continuously for 10 days shall be located in the place indicated on the plans and shall be complete with all piping and fittings 17-5 1 ;L3. Iq., connected. The tank shall be new and unused, and no galvanized iiliw material shall be used in the tank or system. The tank shaft be furnished with faucet valve located in the supply pipe of the tank and a check valve incorporated to ensure prime is maintained. The tank shall be vented to atmosphere. Location and installation of the fuel storage shall be in accordance with applicable government, insurance restrictions, and local building code. A fuel level gauge shall be located at the tank.) 2. Main Fuel Delivery System: A system shall be supplied to deliver an adequate amount of fuel to the engine from the storage tank. Pipe sizes shall be no smaller than the minimum recommended by the engine manufacturer to avoid fuel flow restriction. The engine supply and return line shall be equipped with a length of flexible fuel lines, unions and gate valves. No copper lines are acceptable. 3. The system shall include an engine driven transfer pump of sufficient lift and capacity to deliver fuel at the maximum required rate from the storage tank to the engine. A check valve shall be furnished in supply line at engine. 4. The tank shall be sized to allow full capacity generator operation for a minimum of seventy-two hours without refilling. 17.2.03 GENERATOR illliw K Description. The generator shall meet all requirements of NEMA MG -1, Part 22, in design, performance and factory test procedures. The regulator shall be factory wired and tested with the generator. The generator shall have the characteristics and ratings required by paragraph 22.10. B. Excitation System. The generator shall be equipped with a permanent magnet generator (PMG) excitation system. Both the PMG and the rotating brushless exciter shall be mounted outboard of the bearing. The system shall supply a minimum short circuit support current of 300% of the standby rating for 10 seconds. The rotating exciter shall use a three phase full wave rectifier assembly with hermetically sealed silicon diodes protected against abnormal transient conditions by a multiplate selenium surge protector. C. Construction. The insulation system of both the rotor and stator shall be of NEMA Class H materials and shall be synthetic and non -hygroscopic. Field windings shall be on the rotor, and the rotor core shall be shrunk -fit and keyed to the shaft. The stator winding shall be of 2/3 pitch design to eliminate the third harmonic. Units rated above 1500 kW or 601 volts or higher shall be form wound. 1. The temperature rise of both the rotor and the stater shall be in accordance with the applicable sections of NEMA MG -1-22, B5- 5000 part 99, or CSA C22.2, for the type of service intended. The %W generator shall be self -ventilated. D. Conduit Box. Load connections shall be made in the front-end mounted 17-6 1 a�� , Q. eo. junction box. The generator construction will ailow connection to the load illiw through the top, bottom or either side of the junction box. The conduit box shall contain two compartments: one to house the rotating rectifier and PMG, and the other to house the connection area and regulator. This is to separate the rotating elements from the load connection and voltage regulator adjustments. E. Verification of Performance. All performance and temperature rise data submitted by the bidder shall be the result of the actual test of the same or duplicate generators. Temperature rise data shall be the result of full load, 0.8 power factor heat runs at the rated voltage and hertz. All performance testing shall be done in accordance with MIL -STD -705 and/or IEEE Standard -115. F. Efficiency. The generator efficiency shall be determined in accordance with NEMA MG -1, paragraph 22.44. All test results shall be submitted to the Engineer for approval. 17.2.04 VOLTAGE REGULATION A, The generator shall be equipped with a voltage regulator to maintain voltage within limits as specified below: 1. Stability: 1/2%© maximum voltage variation at any constant load from no load to full load. 2. Regulation: 1% maximum voltage between no load steady state and full load steady state. 3. Transient: 20% maximum voltage dip in most severe motor starting condition. See paragraph 1.01. 4. Transient:2 seconds maximum voltage recovery time with application or removal of 0.8 P.F. full load. B. The regulator shall be a solid state type using transistors or SCR's. The unit shall include volts/hertz underspeed protection, 3 phase RMS sensing, and overexcitation protection. The regulator shall also provide loss of sensing protection, regulator current limit, temperature protection and an engine unloading circuit. EMI suppression shall be provided meeting MIL - STD -461 B, part 9 standards.. 17.2.©5 GENERATOR FULL MAIN LIME CIRCUIT BREAKER A. A generator main circuit breaker shall be provided rated at manufacturers recommended amperes minimum frame size, and volts, 100% rated. The interrupting capability shall be greater than the generator short circuit capability, but not less than 60,000130,000 symmetrical amperes at 240/480 volts. The breaker continuous current trip rating shall be selected to provide overload protection for the generator. B. The breaker shall be provided with a shunt trip device. The generator starting circuit battery system will be used as the power source for the shunt trip circuit. The shunt trip coil voltage shall be suitable for use on the 17-7 1 3, R. 7. starting circuit. illlw C. The breaker shall include 3 normally open and 3 normally closed auxiliary contacts. D. The breaker shall be a NEMA 4X. 17.2.06 AUTOMATIC START AND STOP CONTROLS A. General Description. Automatic starting and stopping controls shall be furnished to start the engine automatically when the normal electric power fails or falls below specific limits and to stop the engine automatically after the normal power supply resumes, The signal for starting or stopping the engine shall be from an external auxiliary contact. The controls shall be capable of operating at 50% of normal DC system supplied voltage. B. Engine Cranking Control. Crank control and time delay relays shall provide at least one cranking period. If only one cranking period is provided, its duration shall be at least 15 seconds. If more than one cranking attempt is provided, each cranking period shall be for at least 7 seconds, and the cranking attempts shall be separated by appropriate rest periods_ A sensing device shall automatically disconnect the starting circuit when the engine has started. If the engine has not started at completion of the starting program, the overcranking signal shall so indicate. The engine starting controls shall be locked out and no further starting attempts shall take place until the overcranking device has been manually reset. C. Selector Switch. A selector switch shall be incorporated in the automatic engine start and stop controls. It shall include an "off' position that prevents manual or automatic starting of the engine, a "manual" or "handcrank" position that permits the engine to be started manually by the pushbutton on the control cabinet and run unloaded; an "automatic" position which readies the system for automatic start or stop on demand of the automatic load transfer switch or a programmed exerciser. D. Manual Test Operation. It shall be possible to start the engine manually and run it unloaded by a manual pushbutton on the control cabinet that causes the engine to start, run and stop through the automatic start and stop controls. 17.2.07 INSTRUMENTATION A. Instruments and Controls. The following engine and generator instruments and controls shall be furnished and installed. 1. A.C. ammeter 2. A,C. voltmeter 3. Governor speed adjusting control 4. Water temperature gauge 5. Oil Pressure gauge B. Manual start/stop control 7. Voltmeterlammeter phase selector switch 17-8 8. Elapsed time meter 9. Panel lights 10. Indicator lights for engine alarm All wiring and interconnections shall be in accordance with commercial electrical standards. B. Location 1. All of the foregoing instruments, lights and controls shall be mounted in a control panel on the generator set. All instrumen- tation must be isolated from engine generator set vibration. 2. In addition, an ammeter, voltmeter, "generator ready" light, a start/stop control, and an audible alarm and alarm light shall be provided in a generator control panel to be remotely wall mounted. The audible alarm and alarm light shall operate for any of the engine or generator alarms provided on the local control panel. Cable between the local and remote control panels shall be provided. C. Panel Design. All instruments, controls and indicating lights shall be properly identified. All wires shall be individually identified and must agree with wiring diagrams provided. IlIiiw D. Terminals on all terminal blocks shall be individually identified. 17,2.08 ACCESSORIES A. Enclosure. The entire engine -generator assembly, including the battery, battery charger, day tank, lift pump, control panel, and radiator shall be enclosed in a steel or aluminum sound attenuated enclosure suitable for an outdoor environment. The enclosure shall attenuate to a decibel level of 65-70 dB at a distance of 7 meters horizontally in any direction around the entire generator enclosure. The enclosure shall be rated NEMA 3R, and shall be of adequate strength to withstand a 90 MPH wind without damage. Provisions shall be made on the enclosure for mounting the engine exhaust silencer. Louvers or dampers shall be provided to allow adequate radiator ventilation during operation without reducing the rating of the engine -generator unit. Doors shall be provided as required for access to the engine and control panel. Generator pad / platform shall have a maintenance walk a minimum of 3'-0" wide around three sides of the generator, also see plans. Stairs shall be provided from grade to the pad 1 platform where the elevation difference is greater than 1' — 0" from final grade to the top of the generator pad 1 platform. B. Block Heater. An engine block heater shall be provided to keep the engine coolant at a temperature of 85° F with the ambient temperature at the minimum specified in paragraph 2.02. The heater shall be suitable for operation at 1201240 (NOTE TO DESIGNER Select desired voltage) volts ac, single phase. 17-9 1 013. R. q. C. Control Panel Heater. A heater shall be provided in the control panel to keep the interior of the panel above A0° F when at the minimum ambient temperature specified in paragraph 2.02. The heater shall be operated by a thermostat, and shall be suitable for operation at 120 volts ac, single phase. 17.2.09 TRANSFER SWITGH A. Automatic Transfer Switches required with a stainless steel 4X breaker disconnect cabinet, as approved by IRC®US Engineer. 17.2.10 TELEMETRY A. Telemetry equipment required, as approved by IRCDUS Engineer. PART 3 — EXECUTION 17.3.01 INSTALLATION A. Install equipment in accordance with manufacturer's recommendations, the project drawings and specifications, and all applicable codes. Installation of the system includes but is not limited to pouring a concrete pad for the generator set and automatic transfer switch, receiving and offloading the equipment, providing all labor, permits and material to install the total system. B. Mounting. The mounting of the generator set shall be sufficiently rigid to maintain alignment and to minimize the engine and generator stresses. The floor loading shall not exceed 5000 lbs. per sq. ft. A suitable number of spring type, vibration, rubber type, and fiberglass isolators shall be inserted between the engine generator set and the floor. 17.3.02 START-UP AND TESTING A. Acceptance Test. A complete system load test shall be performed after all equipment is installed. The extent of testing shall be at the discretion of the engineer. The completed generator set shall be tested at 1.0 P.F. for a period of one hour at full load prior to shipment to the job site. In addition, the generator set supplier shall include in his bid the cost of an on site, full load test (using portable resistive type load banks or building load or combination thereof) for a minimum of four hours in the presence of a representative of the owner and/or engineer before final acceptance. B. Coordinate all start-up and testing activities with the Engineer and Owner. C. After installation is complete and normal power is available, the manufacturer's local dealer shall perform the following: 1. Verify that the equipment is installed properly. 2. Check all auxiliary devices for proper operation, including battery charger, Jacket water heaters), generator space 'heater, remote annunciator, etc. 17-10 1 23. (,. 10. 3. Test all alarms and safety shutdown devices for proper operation and annunciation. 4. Check all fluid levels. 5. Start engine and check for exhaust, oil, fuel leaks, vibrations, etc. 6. Verify proper voltage and phase rotation at the transfer switch before connecting to the load. 7. Connect the generator to building load and verify that the generator will start and run all designated loads in the plant. D. Perform a 4 hour load bank test at full nameplate load using a load bank and cables supplied by the local generator dealer. Observe and record the following data at 15 minute intervals; 1. Service meter hours 2. Volts AC - All phases 3. Amps AC - All phases 4. Frequency 5. Power factor or Vars 6. Jacket water temperature [ 7. Oil. Pressure w 8. Fuel pressure 9. Ambient temperature E. Operation and Maintenance Manuals 1. Provide TWO (2) sets of operation and maintenance & manuals covering_ the generator, switchgear, and auxiliary components. Include parts manuals, final as -built wiring interconnect diagrams, start-up test reports, and recommended preventative maintenance schedules. 2. Ventilation Requirements. The bidder shall submit with his submittal an estimate of air flow requirements for cooling and combustion, plus an estimate of heat rejection of the engine and generator when operating at 100% load. These estimates shall be based on manufacturer's data. F. Training 1, Provide one day of on-site training to instruct the owner's personnel in the proper operation and maintenance of the equipment. Review operation and maintenance manuals, parts manuals, and emergency service procedures. G. The CONTRACTOR shall provide a full tank of diesel fuel for the completion of all testing. '*`END OF SECTION" 17-11 1 -�L3 , , 11 SECTION 18 APPROVED MANUFACTURER'S PRODUCTS LIST AIR RELEASE VALVES (SEWER) 1. ARI AIR RELEASE VALVES (WATER 1. ARI 2. GA INDUSTRIES 3. VALMATIC 4. APCO BACKFLOW PREVENTER (RPZ) AND DOUBLE DETECTOR CHECK 1. AMES SILVER BULLET 2. FEBCO 3. WILKENS 4. WATTS BLOW -OFF VALVES 1. JOHN C. KUPFERLE FOUNDY CO. MODEL ECLIPSE NO. 85 OR APPROVED EQUAL BRONZE GATE VALVES 1. AMERICAN 2. RED -WHITE 3. NIBCO 4. UNITED CASING SPACERS/ INSULATORS 1. APS- ADVANCE PRODUCTS SYSTEMS 2. CASCADE WATERWORKS MFG. 3. RACI 4. PSI- PIPELINE SEAL AND INSULATOR CHECK VALVES- WEIGHT & LEVER-_RESILENT SEAT 1. AMERICAN DARLING 2. CLOW 3. M&HIKENNEDY 4. MUELLER 5. VALMATIC CORPORATION STOPS 1. FORD; FB 1100G, FB 1740 2. MUELLER; H-15028& H10046 3. MCDONALD COUPLINGS 1. HYMAX 18-1 1 . 5. 'A,. 2. SMITH-BLAIR 3. DRESSER 4. EBG -IRON CURB STOPS 1. FORD: KV43-342WG, KV43444WG, BA43342WG, BA43444WG, B41666WG, B41777WG, BFA43-666WG *& BFA43777WG 2. MUELLER: (EQUAL ]FORD PART NUMBERS) 3. MCDONALD: (EQUAL TO FORD PART NUMBERS) DUCTILE IRON PIPE WATER: CEMENT LINED CLASS 350150 SEWERIFORCEMAIN: PROTECTQ 401 LINED CLASS 350150 1. AMERICAN 2. CLOW 3. MCWANE 4. US PIPE 5. GRIFFIN DUCTILE IRON FITTINGS: WATER: CEMENT LINED CLASS 354 FORCEMAIN: PROTECTO 401 LINED CLASS 350, LINERGARD 100 1. AMERICAN 2. UNION 3. TYLER 4. US PIPE 5. STAR 6. RUSSELL ELECTRICAL EQUIPMENT 1. UNFUSED SAFETY SWITCH -SQUARE D 2. CABLE CONNECTORS--CROUSE-HINDS 'TYPE "CGB" 3. THERMAL -MAGNETIC AIR CIRCUIT BREAKER ---SQUARE D 4. MAGNETIC MOTOR STARTER -SQUARE D 5. REDUCED VOLTAGE MOTOR STARTER -SQUARE D 6. EMERGENCY POWER RECEPACLE-3 W CROUSE -HINDS NO. ARI 042-S22 WITH AR610 PANEL ADAPTOR FOR PUMPS LESS THAN 25 HP & AR2042-S22 WITH AR610 PANEL ADAPTOR FOR PUMPS 25 HP & LARGER. 7. PUMP MODE SELECTOR SWITCH -SQUARE D 8. INDICTATOR LAMPS -SQUARE D 9. ELAPSED TIME METER -EAGLE SIGNAL BULLETIN 705, HK SERIES 10. OR APPROVED EQUAL FIRE HYDRANTS- 5 % VALVE OPENING 1. CLOW MEDALLIAN F2545 18-2 a3.�.3. 2. MUELLER, MODEL A-423, MODEL CENTURION 250 HS 3. AMERICAN DARLING GENERATOR SETS 1000 KW or GREATER 1. CATERPILLER 2. CUMMINSIONAN 3. DETROIT DIESEL 1000 KW or LESS 1. TRADEWINDS 2. KOHLER 3. KATOLIGHT 4. WINCO 5. ATLAS-COPO PE PIPE & TUBING 314"-2" SDR 9 CTS 3"-48" DR11 DIPS 1. PHILLIPS 2. ENDOT/YARDLEY 3. POLYPIPE 4. 3M 5. FLYING "W" LIFT STATION ACCESS BOOR 1. BILCO TYPE .I -AL SINGLE LEAF WIS.S. HARDWARE (WATERPROOF) 2. HALIDAY SINGLE LEAF WIS.S. HARDWARE (WATERPROOF) LIFT STATION JOINT SEALER 1. EMBECO GROUT (RAM NECK,.) LIFT STATION AND MANHOLE SEALANT AND COATINGS 1. KOPPERS 300 COAL TAR EPDXY 2. TNEMEC LIFT STATION VALVE PIT ACCESS DOOR 1. BILCO TYPE JO -AL DOUBLE LEAF 2. HALIDAY LIFT STATION VALVE PIT QUICK DISCONNECT 1. KAMLOC MALE KWIK DISCONNECT KAML.00 COULPER 4" LIFT STATION VALVE PIT SAFETHY GRATE 1. HALLIDAY PRODUCTS 18-3 133. '-�•'y . LINE SETTER- FOR WATER SERVICE METERS �w 1. FORD CO. or EQUAL MARKER BALLS ELECTRONIC 1. WATER: 3M 1403 2. SEWER: 3M 1404 MANHOLES FRAMES AND COVERS 1. U. S. FOUNDRY DWG. NO. 420A 2. PAMREX HINGED MANHOLE COVER AND FRAME MANHOLES FLEXIBLE PLASTIC_ GASKETS 1. RAMNECK 2. CCI PIPELINE SYSTEMS, LLC — WRAPIDSEAL MANHOLE ECAPSULATION SYSTEM MANHOLE AND LIFT STATION LININGS 1. ASSOCIATED FIBERGLASS ENGINEERS 2. LF MANUFACTURING COMPANY 3. GU FLORIDA 4. AP/M PERMAFORM 5. CON -SHIELD TECHNOLOGIES, INC. MANHOLE -PIPE CONNECTION BOOT 1. KOR-N-SEAL INC NEOPRENE BOUT WITH SS ACCESSORIES MANHOLE WATERTIGHT RAIN GUARD BOOT FOR MANHOLES 1. FOSROC INC.ITHOROC SEWER GUARD 20.25 I.D. X 22.5 O.D. 2. LF MANUFACTURING COMPANY MECHANICAL JOINT RESTRAINTS 1. FORD MEGALUGS & 1390-C 2. EBBA MEGALUGS & BELL RESTRAINTS 3. US PIPE FIELD LOCK GASKETS 4. AMERICAN FIELD LOCK GASKETS 5. SIGMA MEGALUGS & BELL RESTRAINTS 6. STAR METER BOXES 1. CDR SYSTEMS CORP. POLYMER CONCRETE & FIBERGLASS SIZES I1"X18", 13"X24", 17"X30", 24"X36" METERS FOR SEWER FORCE MAINS AND REUSE MAINS MAG -METER (ON CASE BY CASE BASIS) 1. Fisher Porter 2. ABS 18-4 1 �w PLUG VALVES I. DEZURIK SERIES 100 2. KENNEDY 3. CLOW 4. M&H 5. PRATT 6. VAL"VEMATIC SERIES 1500 PVC PIPE WATER/FORCEMAIN: DRI 8 C900/C909 SEWER: SDR 35 3034 1. J -M MANUFACTORING COMPANY, INC. 2. ETI 3. DIAMOND 4. FREEDOM 5. CERTAINTEED 6. NATIONAL 7. NORTH AMERICAN REDUCE PRESSURE BACKFLOW PREVENTER ASSEMBLY 1. AMES 400OSS & 40OSS 2. WILKENS 975 3. FEBCO 825Y 4. WATTS 909 REMOTE TRANSMITTER UNIT 1. Model TAC II telemetry unit, complete with Model PCU -001 pump control module, BPR backpack radio/TAC pack, power supply with battery backup, Model RTU -03 enclosure, cable and antenna, as supplied by Data Flow Systems, Inc. RESILIENT SEAT GATE VALVES 1. M&H/KENNEDY 2. MUELLER 3. DEZURIK 4. PRATT 5. CLOW 6. AMERICAN DARLING SERVICE SADDLES- STAINLESS STEEL STRAPS/ EPDXY COATED 1. SMITH BLAIR 317 2. ROMAC 3. JCM 4. FORD METER BOX CO. 5. CASCADE SEWER FITTINGS 3034 1. HARCO 2. VASSALLO 3. MULTIFITTINGS 4. PLASTIC TRENDS SLEEVE TYPE COUPLINGS 1. DRESSER STYLE 38 2. SMITH BLAIR STYLE 413 3. BAKER ALLSTEEL 4. JCM 5. FORD SUBMERSIBLE PUMPS 1. FLYGT 2. ABS— If a grinder pump is proposed, only ABS type grinders pumps under 3. 7.0 hp are permitted. ABS V2 PIRANA GRINDER PUMPS ARE NOT 4. PERMITTED. TAPPING SLEEVES (DUCTILE IRON) 1. MUELLER 2. AMERICAN 3. US PIPE 4. M&H 5. CLOW 6. KENNEDY TAPPING SLEEVES (STAINLESS STEEL 1. FORD FTSE 2. JCM 432 3. SMITH BLAIR 663 4. ROMAC 5. DRESSER TIE RODS 1. TIE RODS SHALL BE STAINLESS STEEL TRACE WIRE COVERING 1. SCOTCH "33" TAPE 2. SKRINK WRAP 3. SCOTCH KOTE WATERPROOFING COMPOUND 4. KING INNOVATION DRYCONN VALVE BOXES 461-S 1. RUSSELL 2, TYLER 18-6 3. US FOUNDRY 4. STAR 5. GENERAL FOUNDRY 6. EJIW-EAST JORDON VALVE BOX, LONG THROAT LID VALVE NAME PLATE 1. SHIEDOW BRONZE CORP". KINGWOOD, WEST VIRGINIA 2. WAGER COMPANY 3. LF MANUFACTURING COMPANY 18-7 c. IV - PERMIT APPLICATIONS AND CHECKLISTS a -A-6. T. I- INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES MAJOR USER WASTEWATER AND/OR WATER UTILITIES CONSTRUCTION PERMIT APPLICATION FORM A. APPLICANT NAME ADDRESS CITY STATE ZIP CODE TELEPHONE { B. OWNERIAUTHORIZED REPRESENTATIVE IF DIFFERENT FROM APPLICANT NAME ADDRESS CITY STATE ZIP CODE TELEPHONE [ ) ( C. PROJECT �r PROJECT NAME PARCEL ID LEGAL DESCRIPTION TYPE OF PROJECT HOURS OF OPERATION ANTICIPATED CONSTRUCTION SCHEDULE START COMPLETION HAS PROJECT HAS BEEN REVIEWED BY PLANNING BOARD, PRE - APPLICATION AND TECHNICAL REVIEW COMMITTEES YES NO PRE -APPLICATION AND/OR PROJECT No. ASSIGNED BY PLANNING BOARD No. ALL PROJECTS WILL REQUIRE AN ENGINEERING REPORT SUBMITTED WITH THE UTILITY APPLICATION PERMIT DEFINING THE PROPOSED PROJECT'S IMPACT ON THE INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICE SYSTEM (INITIAL) PAGE THE SCOPE OF THE ENGINEERING REPORT SHALL BE DEPENDENT ON THE COMPLEXITY OT THE PROPOSED PROJECT FOLLOWING CUSTOMARY ENGINEERING STANDARDS. GUIDELINES WILL BE MADE AVAILABLE AT THE INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICE (INITIAL) D. METHOD (S) OF FLOW DERIVATION (CHECK APPROPRIATE LINE S EQUIVALENT RESIDENTIAL UNIT DETERMINATION TABLE j SPECIFIC REQUIREMENTS FOR INDUSTRIAL USE } EXISTING FACILITY/PREVIOUS RECORDS 9. ERU DETERMINATION TABLE (COPY ATTACH TYPE OF ESTABLISHMENT SQUARE FEET APPLICABLE UNITS WATER: PROJECTED FLOW �(ERUs) x 250 GALLONS / DAY = GPD(ADF) WASTEWATER: PROJECTED FLOW (ERUs) x 250 GALLONS / DAY = GPD (ADF) 2. SPECIFIC INDUSTRIAL USE: TYPE (S) OF USE WATER: PROJECT FLOW WASTEWATER: PROJECT FLOW 3. EXISTING FACILITYIPREVIOUS RECORDS: THE INDIAN RIVER COUNTY UTILITIES DEPARTMENT MAY CONSIDER THE PAST RECORDS OF AN EXISTING OPERATIONAL FACILITY FOR DETERMINING PROPOSED FLOW REQUIREMENTS FOR A NEW DEVELOPMENT, PROVIDED THE APPLICANT SUBMITS SUFFICIENT INFORMATION TO ALLOW THE DEPARTMENT TO DETERMINE ANTICIPATED FLOW. THIS INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO, TWENTY-FOUR MONTHS OF PREVIOUS WATER BILLS AND A COMPLETE LISTING OF THE DIFFERENCES IN THE EXISTING AND PROPOSED FACILITY SUCH AS SIZE, HOURS OF OPERATION, TYPE OF USES, NUMBER OF EMPLOYEES, ETC. E. GENERAL: ADDITIONAL WATER FLOW ANTICIPATED FOR PROJECT PHASING, BUT NOT REQUESTED (ESTIMATED) PAGE 2 7 ADDITIONAL WASTEWATER FLOW ANTICIPATED FOR PROJECT PHASING, BUT NOT REQUESTED (ESTIMATED) HIGH STRENGTH WASTE - YES* NO * IF YES, COMPLETE AN INDUSTRIAL WASTE PERMIT APPLICATION B O D (BIOCHEMICAL OXYGEN DEMAND) S S (SUSPENDED SOLIDS) PHOSPHORUS F. OTHER REQUIREMENTS: 1. WILL THE DEVELOPMENT UTILIZE THE FOLLOWING? RETROFIT EXISTING PLUMBING FIXTURES WITH WATER SAVING DEVICES YES NO IRRIGATION REUSE SYSTEMS YES NO IF YES, PLEASE ATTACH A STATEMENT CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA INDICATING THE EXTENT OF SAVINGS, TO INCLUDE SUPPORTING THE DOCUMENTED HISTORICAL DATA. PLEASE NOTE: MANUFACTURERS LITERATURE IS NOT ADEQUATE. 2. ZONING EXISTING ZONING ON PROPERTY TO BE DEVELOPED IS EXISTING ZONING APPROPRIATE FOR PROPOSED DEVELOPMENT? YES NO 3. PLATTING IS THE PROPERTY PLATTED APPROPRIATELY TO SUPPORT THE PROPOSED DEVELOPMENT? YES NO IF YES. PLEASE INDICATE THE PLAT BOOK AND PAGE NUMBER PLAT BOOK PAGE 4. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION IS A WATER OR SEWER EXTENSION REQUIRED? YES NO PAGE 3 t �3.T`-{. IF YES, THE APPLICANT MUST OBTAIN THE REQUIRED FDEP PERMIT PRIOR TO THE iIiw ISSUANCE OF A COUNTY PERMIT 5. SITE PLAN YOU ARE REQUIRED TO SUBMIT A SITE PLAN INDICATING ANY ON OR OFF-SITE SANITARY SEWER ANDJOR POTABLE WATER LINE CONSTRUCTION AND THE POINT OF CONNECTION(S) TO THE COUNTY'S EXISTING SANITARY SEWER AND/OR POTABLE WATER SYSTEM. 6. ITEMS SUBMITTED WITH CHECK LIST ❑ PROPERTY APPRAISERS MAP/EQUIVALENT (FOR LOCATION) [] SITE PLAN (REQUIRED) ❑ BUILDING PLANS ❑ FDEP PERMIT APPLICATION WITH CONSTRUCTION PLANS AND SPECIFICATIONS 7. SEE ATTACHED PROJECT CHECKLIST OF ITEMS REQUIRED FOR FINAL PROJECT C.O. SIGNED DATE TYPE OR PRINT APPLICANT: NAME AND TITLE PAGE INDUSTRIAL WASTE PERMIT APPLICATION FORM Note: Please read all attached instructions prior to completing this application. Section A — GENERAL INFORMATION 1. Facility Name: a. Operator Name: b. Is the Operator identified in 1.a. the owner of the facility? Yes( ) No( ) If no, provide the name and address of the operator and submit a copy of the contract and/or other documents indicating the operator's scope of responsibility for the facility. 2. Facility Address: Street: City: Stater Zip: 3. Business Mailing Address: Street or P.O. Box: City: State: Zip: 4, Designated signatory authority of the facility: Attach similar information for each authorized representative Name: Title: Address: City: State , zip. Phone#: 5. Designated facility contact: Name: Title: Phone #: -F Section B — Business Activity 1. If your facility employs or will be employing processes in any of the industrial categories or business activities listed below (regardless of whether they generate wastewater, waste sludge, or hazardous wastes), place a check beside the category of business activity (check all that apply)_ Industrial Categories* �W Aluminum Forming Asbestos Manufacturing Battery Manufacturing Can Making Carbon Black Coal Mining Coil Coating Copper Forming Electric and Electronic Components Manufacturing Electroplating Feed lots Fertilizer Manufacturing Foundries (Metal Molding and Casting) Glass Manufacturing Grain Mills Inorganic Chemicals iron and Steel Leather Tanning and Finishing Metal Finishing Nonferrous Metals Forming Nonferrous Metals Manufacturing Organic Chemicals Manufacturing Paint and Ink Formulating Paving and Roofing Manufacturing Pesticides Manufacturing Petroleum Refining Pharmaceutical Plastic and Synthetic Materials Manufacturing Plastics Processing Manufacturing Porcelain Enamel Pulp, Paper, and Fiberboard Manufacturing Rubber Soap and Detergent Manufacturing Steam Electric Sugar Processing Textile Mills Timber Products 2 3 i` '7. A facility with processes inclusive in these business areas may be covered by Environmental Protection Agency's (EPA) categorical pretreatment standards. These facilities are termed "categorical users." Z. Give a brief description of all operations at this facility including primary products or services (attach additional sheets if necessary): 3. Indicate applicable Standard Industrial Classification (SIC) for all processes (if more then one applies, list in descending order of importance.): a. b. C. d. e. 4. PRODUCT VOLUME: PAST CALENDAR YEAR ESTIMATE THIS CALENDAR YEAR PRODUCT Amounts per day Amounts per day (Brandname) (Daily Units) (Daily Units) Levels with others and no u.1 Average Maximum Average Maximum 3 (;L3. T. 8. SECTION C —WATER SUPPLY 2 Water Sources: (Check as many as are applicable) ( ) Private Well ( } Surface Water ( Municipal Water Utility (Specify City): ( } Other (Specify) Name on the water bill' Name: Strppt, City: State: Zip: 3. Water service account number: 4. List average water usage on premises* (New facilities may estimate) Type Average Water Usage (GPD) a. Contact cooling water b. Non -contact cooling water c. Boiler feed d. Process e. Sanitary f. Air pollution control g. Contained in product h. Plant & equipment washdown i. Irrigation & lawn watering j. Other k. Total of A -J Indicate Estimated (E) or Measured (M) 4 t,2 SECTION D — SEWER INFORMATION 1. a. For an existinq business: Is the building presently connected to the public sanitary sewer system? Yes: Sanitary sewer account number } No: Have you applied for a sanitary sewer hookup? (} Yes () No b. For a new business: I. Will you be occupying an existing vacant building (such as in an industrial park)? ( ) Yes ( ) No II. Have you applied for a building permit if a new facility will be constructed? ( ) Yes ( ) N o Ill. Will you be connected to the public sanitary sewer system? ( ) Yes ( ) N o 2. List size, descriptive location, and flow of each facility sewer which connects to the County's sewer system. (If more than three, attach additional information on another sheet.) Descriptive Location of Sewer Average Flow Sewer Size Connection or Dischar e Point (GPD) 5 t;A3.T rb. SECTION E —WASTEWATER DISCHARGE INFORMATION 1. Does (or will) this facility discharge any wastewater other than from restrooms to the County sewer? ( ) Yes If the answer to this question is "yes", complete the remainder of the application. ( ) No If the answer to this question is "no", skip to Section I. 2. Provide the following information on wastewater flow rate. (New facilities may estimate) a. Hours/Day Discharged (e.g., 8 hourstday): M T W TH F SAT SUN b. Hours of Discharge (e.g., 9 a.m. to 5 p.m.) M T W TH F SAT SUN C. Peak hourly flow rate (GPD) d. Maximum daily average (GPD) e. Annual daily average (GPD) 3. If batch discharge occurs or will occur, indicate: (New facilities may estimate) a. Number of batch discharges b, Average discharge per batch C. Time of batch discharges d. Flow rate e. Percent of total discharge M per day . (GPD) at (days of week) (hours of day) gallons/minute I�t-3•T-II �W 4. Schematic Flow Diagram — For each major activity in which wastewater is or will be generated, draw a diagram of the flow of materialsproducts, water and wastewater from the stark of the activity to its completion, showing all unit processes. Indicate which processes use water and which generate waste streams. Include the average daily volume and maximum daily volume of each waste stream (new facilities may estimate). If estimates are used for flow data this must be indicated. Number each unit process having wastewater discharges to the community sewer. Use these numbers when showing the unit processes in the building layout in Section H. This drawing must be certified by a State Registered Professional Engineer. 7 1;�3' T. �� Facilities that checked activities in question 1 of Section B are considered Categorical illw Industrial Users and should skip to question 6. 5. For Non -Categorical Users Only: List average wastewater discharge, maximum discharge, and type of discharge (batch, continuous, or both), for each plant process. Include the reference number from the process schematic that corresponds to each process. (New facilities should provide estimates for each discharge). Process Average Maximum Type of Discharge No. Description_ Flow (GPD} Flow GPD Batch, Continuous, None ANSWER QUESTIONS 6 & 7 ONLY IF YOU ARE SUBJECT TO CATEGORICAL PRETREATMENT STANDARDS 6. For Categorical Users: Provide the wastewater discharge flows for each of your processes or proposed processes. Include the Reference number from the process schematic that corresponds to each process. (New facilities should provide estimates for Each discharge). Regulated Average Maximum Type of Discharge r No. Description Flow (GPD) Flow (GPD) Batch, Continuous, None Unregulated Average Maximum Type of Discharge No. Description FlowG� Flow GPD Batch, Continuous, None Average Maximum Type of Discharge No. Dilution Flow (GPD) Flow (GPD) Batch, Continuous, None 1%r EV 1;L3-T.r3 7. For Categorical Users Subject to Total Toxic Organic (TTO) Requirements. Provide the following (TTO) information. a. Does (or will) this facility use any of the toxic organics that are listed under the TTO standard of the applicable categorical pretreatment standards published by EPA? ( } Yes ( } No b. Has a baseline monitoring report (BMR) been submitted which contains TTO information? ( } Yes ( } No C. Has a toxic organics management plan (TOMP) been developed? ( } Yes (Please attach a copy) ( } No 8. Do you have, or plan to have, automatic sampling equipment or continuous wastewater flow metering equipment at this facility? Current: Flow metering ( ) Yes ( ) No ( ) NIA Sampling Equipment ( ) Yes ( ) No ( ) NIA Planned: Flow metering ( ) Yes ( ) No ( ) NIA Sampling Equipment ( ) Yes ( ) No ( ) N/A If so, please indicate the present or future location of this equipment on the sewer schematic and describe the equipment below: 9. Are any process changes or expansions planned during the next three years that could alter wastewater volumes or characteristics? Consider processes as well as air or water pollution treatment processes that may affect the discharge. ( ) Yes ( ) No, (skip question 10) 9 i A3-TO- ( 10. Briefly describe these changes and their effects on the wastewater volume and characteristics: (Attach additional sheets if needed). 11. Are any materials or water reclamation systems in use or planned? ( } Yes ( } No, (Skip question 12) 12. Briefly describe recovery processes, substances recovered, percent recovered, and the concentration in the spent solution. Submit a flow diagram for each process): (Attach additional sheets if needed). SECTION F — CHARACTERISTICS OF DISCHARGE All current industrial users are required to submit monitoring data on all pollutants that are regulated specific to each process. Use the tables provided in this section to report the analytical results. DO NOT LEAVE BLANKS. For all other (non-regulated) pollutants, indicate whether the pollutant is known to be present (P), suspected to be present (S), or know not to be present (0), by placing the appropriate letter in the column for average reported values. Indicate on either the top of each table, or on a separate sheet, if necessary, the sample location and type of analysis used. Be stare methods conform to 40 CFR Part 136; if they do not, indicate what method was used. New discharges should use the table to indicate what pollutants will be present or are suspected to be present in proposed waste streams by placing a P (expected to be present), S (may be present), or 0 (will not be present) under the average reported values. 10 T- 16. R N N N ' 4 N C CRS O 1:4 CL CL C q O p© a EL y U, O 2 O o 0� p a d o fl v V o 0 0 0 0 ya `c o as q I tit ri o m CJ U a U I I I I I I I I I I Q Q m U U �+ x .. �.` .. Uim rel N C G, U (V .. M N Q 3 ai 0 E z E E ►0 ci D U Cd a� zo G OR. k dl ate+ y � p y o" o. o a o a �, �' A, 7w .+ Q 7z 67 47 W >. CLis a� as _ Y ski G 'amu �' a c c��C v a ° cn r°n Q0.? v El aZZ�i © o�� es �p ev 1 i v w �icani filw��COCC �G4�U.4 z Z Z ZZZp-G.pSGgci �3.T 1-7 El k k � %W ) 2 a t CL ( CL A k ■ / f k s a e a o— 2 q / v§ a w u Q&§ aS4 � k % t § § § § & Q k § k § ƒ k — ° - u u c u _% t/ 2_— 2%_ c c u» 3 3 3 m m n m U «= E c R p w>* 3 U<= }-;)L3.TIS- El ►0 ci I� c. z �. m CZ air o i ',7 Z�—' m m �%! o� m CQ OA k CarA '� ©® v a a cs D M_ va U m on Q C 7 L-0 5 cc 0 Q� a` Rs '" 0 -, ._ �CaaC7QaaU.�CL.0. k @QACaODUC]u _2 ©F-FRIzR � a. 1 ;�...S-r 19. k § 2 \ � / U 9 � I;k.B.T AD. k / f/ƒ u u/ u/ k/ R � I;k.B.T AD. SECTION G -TREATMENT 1. Is any form of wastewater treatment (see list below) practiced at this facility? [ ) Yes ( ) No 2. 1s any form of wastewater treatment (or changes to an existing wastewater treatment ) planned for this facility within the next three years? { ) Yes, describe: [ ) No 3. Treatment devices or processes used or proposed for treating wastewater or sludge (check as many as appropriate). Air flotation Centrifuge Chemical precipitation Chlorination Cyclone Filtration Flow equalization Grease or oil separation, type: Grease trap Grinding filter Grit removal Ion exchange Neutralization, pH correction Ozonation Reverse Osmosis Screen Sedimentation Septic tank Solvent separation Spill protection Sump Biological treatment, type: Rainwater diversion or storage Other chemical treatment, type: Other physical treatment, type:. Other, type: 16 I'1--S.T.-;L1. 4. Description Describe the pollutant loadings, flow rates, design capacity physical size, and operating procedures of each treatment facility checked above. 5. Attach a process flow diagram for each existing treatment system. Include process equipment, by-products, by-product disposal method, waste and by- product volumes, and design and operating conditions. 6. Describe any changes in treatment or disposal methods planned or under construction for the wastewater discharge to the sanitary sewer. Please Include estimated completion dates. 7. Do you have a treatment operator? } Yes ( } No r (if Yes) Name. Title: Phone: Full time: (specify hours) Part time: (specify hours) 8. Do you have a manual on the correct operation of your treatment equipment? ( ) Yes ( ) No %W 9. Do you have a written maintenance schedule for your treatment equipment? ( ) Yes ( ) No 17 SECTION H — FACILITY OPEATIONAL CHARACTERISTICS „► 1. Shift Information Work Days ( } [ } ( } [ ) { ] ( } ( } MON TUE WE❑ THUR FRI SAT SUN Shifts per work day: Empl's per 1ST shift: 2ND Shift 1 ST start and 2nd end times. 3RD 2. 1 ndicate whether the business activity is: { } Continuous through the year, or { } Seasonal — Circle the months of the year during which the business activity occurs: J F M A M J J A S 0 N ❑ COMMENTS: 3. Indicate whether the facility discharge is: { } Continuous through the year, or Seasonal — Circle the months of the year during which the business activity occurs: J F M A M i J A S O N ❑ COMMENTS: 18 r L T=;tI 4, Does operation shut down for vacation, maintenance, or other reasons? ( ) Yes, indicate reasons and period when shutdown occurs: ( ) No 5. List types and amounts (mass or volume per day) of raw materials used or planned for use (attach list if needed): & List types and quantity of chemicals used or planned for use (attach list if needed). Include copies of Manufacturer's Safety Data Sheets (if available) for all chemicals identified: Chemical 19 Quantity 1 ;t3. T•'.4{. 7. Building Layout — Draw to scale the location of each building on the premises. Show map orientation and location of all water meters, storm drains, numbered unit processes (from schematic flow diagram), public sewers, and each facility sewer line connected to the public sewers. Number each sewer and show existing and proposed sampling locations. This drawing must be certified by a State Registered Professional Engineer. A blueprint or drawing of the facilities showing the above items may be attached in lieu of submitting a drawing on this sheet. 20 f'.�-3-T• aS--. SECTION I -W SPILL PREVENTION Do you have chemical storage containers, bins, or ponds at your facility? ( ) Yes ( ) No If yes, please give a description of their location, contents, size, type, and frequency and method of cleaning. Also, indicate in a diagram or comment on the proximity of these containers to a sewer or storm drain. Indicate if buried metal containers have cathodic protection. 2. Do you have floor drains in your manufacturing or chemical storage area(s)? ( ) Yes ( ) No If yes; where do they discharge to? 3. If you have chemical storage containers, bins, or ponds in manufacturing area, could an accidental spill lead to a discharge to: (Check all that apply). ( ) an onsite disposal system ( ) public sanitary sewer system (e.g. through a floor drain) ( ) storm drain ( ) to ground ( ) other, specify not applicable, no possible discharge to any of the above routes 4. Do you have an accidental spill prevention plan (ASPP) to prevent spills of chemicals or slug discharges from entering the Control Authority's collection system? } Yes — Please enclose a copy with theapplication) ( ) No ( } N/A, Not applicable since there are no floor drains and/or the facility discharage(s) only domestic wastes. 5. Please describe below any previous spill events and remedial measures taken to prevent their reoccurrence. 21 SECTION J -- NON DISCHARGED WASTES 1. Are any waste liquids or sludges generated and not disposed of in the sanitary sewer system? { ) Yes, please describe below { ) No, skip the remainder of Section J. Waste Generated Quantity (per Year) Disposal Method 2. Indicate which wastes identified above are disposed of at an off-site Treatment facility and which are disposed of on-site. 3. If any of your wastes are sent to an off-site centralized waste treatment facility, identify the waste and the facility. ( 4. If an outside firm removes any of the above checked wastes, state the name(s) and liir address(es) of all waste haulers. *%W a. b. Permit No. Permit No. (if applicable): (if applicable): 5. Have you been issued any Federal, State, or local environmental permits? { ) Yes ( ) No If yes, please list the permit(s): 22 .� .. T X7. SECTION K —AUTHORIZED SIGNATURES ,► Compliance Certification: 1. Are all applicable Federal, State or local pretreatment standards and requirements being met on a consistent basis? Yes } No ( ) Not yet discharging t } 2. If No: a. What additional operations and maintenance procedures are being considered to bring the facility into compliance? Also, list additional treatment technology or practice being considered in order to bring the facility into compliance. b. Provide a schedule for bringing the facility into compliance. Specify major events planned along with reasonable completion dates. Note that if the Control Authority issues a permit to the applicant, it may establish a schedule for compliance different from the one submitted by the facility. Milestone Activity Completion Date 23 1 '�L 3 • T- X8 Authorized Representative Statement: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations, Name(s) Signature Title Date Phone 24 t ?'•5'T• �9 , �w INSTRUCTIONS TO FILL OUT WASTEWATER DISCHARGE PERMIT APPLICATION All questions must be answered. DO NOT LEAVE BLANKS. If you answer "no" to question E.1, you may skip to Section I, otherwise, if a question is not applicable, indicate so on the form. Instructions to some questions on the permit application are given below. SECTION A — INSTRUCTIONS (GENERAL INFORMATION) 1. Enter the facility's official or legal name. Do not use a colloquial name. a. Operator Name: Give the name, as it is legally referred to, of the person, firm, pubic organization, or any entity, which operates the facility described in this application. This may or may not be the same name as the facility. b. Indicate whether the entity which operates the facility also owns it by marking the appropriate box: (i) If the response is "No", clearly indicate the operator's name and address and submit a copy of the contract and/or other documents indicating the operator's scope of responsibility for the facility. 2. Provide the physical location of the facility that is applying for a discharge permit. 3. Provide the mailing address where correspondence from the Control Authority may be sent. 4. Provide all the names of the authorized signatories for this facility for the purposes of signing all reports. The designated signatory is defined as: a. A responsible corporate officer, if the Industrial User submitting the reports is a corporation. For the purpose of this paragraph, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice president of the corporation in charge of a principle business function, or any other person who performs similar policy — or decision-making functions for the corporation, or (ii) the manager of one or more manufacturing, production, or operation facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25 million (in second-quarter 1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. 25 I a3 .T• 30. %W L A general partner or proprietor, if the Industrial User submitting the reports is a partnership or sole proprietorship respectively. C. The principal executive officer or director having responsibility for the overall operation of the discharging facility if the Industrial User submitting the reports is a Federal, State, or local governmental entity, or their agents. d- A duly authorized representative of the individual designated in paragraph (a), (b), or (c) of this section if: (i) the authorization is made in writing by the individual described in paragraph (a), (b), or (c); (ii) the authorization specifies either an individual or a position having responsibility for the overall operation of the facility from which the Industrial Discharge originates, such as the position of plant manager, operator of a well, or well field superintendent, or a position of equivalent responsibility, or having overall responsibility for environmental matters for the company; and {iii} the written authorization is submitted to the County. e. If an authorization under paragraph (d) of this section is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, or overall responsibility for environmental matters for the company, a new authorization satisfying the requirements of paragraph (d) of this section must be submitted to the County prior to or together with any reports to be signed by an authorized representative. 5. Provide the name of a person who is thoroughly familiar with the facts reported on this form and who can be contacted by the Control Authority (e.g., the plant manager). 26 i aS •T-31. %W SECTION B — INSTRUCTIONS (BUSINESS OPERATIONS) Check off all operations that occur or will occur at your facility. If you have any questions regarding how to categorize your business activity, contact the Control Authority for technical guidance. 2. For all processes found on the premises, indicate the Standard Industriaf Classification (SIC) Code Number, as found in the most recent Edition of Standard Industrial Classification manual prepared by the Executive Office of the President, Office of Management and Budget. This document is available from the Government Printing Office in Washington D.C., or in San Francisco, California. DO NOT USE PREVIOUS EDITIONS OF THE MANUAL. Copies of the manual are also available at most public libraries. 3. List the types of products, giving the common or brand name and the proper or scientific name. Enter from your records the average and maximum amounts produced daily for each operation for the previous calendar year, and the estimated total daily production for this calendar year. Be sure to specify the daily units of production. Attach additional pages as necessary. SECTION C — INSTRUCTIONS (WATER SUPPLY) 4. Provide daily average water usage within the facility. Contact cooling water is cooling water that during the process comes into contact with process materials, thereby becoming contaminated. Non -contact cooking water does not come into contact with process materials. Sanitary water includes only water used in restrooms. Plant and equipment wash down includes floor wash down. If sanitary flow is not metered, provide an estimate based on 15 gallons per day (gpd) for each employee. SECTION D — INSTRUCTIONS (WASTEWATER. DISCHARGE INFORMATION) 5. If you answer "no" to this question, skip to Section I; otherwise complete the remainder of the application. 6. A schematic flow diagram is required to be completed and certified for accuracy by a State registered professional engineer. Assign a sequential reference number to each process starting with No. 1. An example of a drawing is shown below in 'Figure 1. To determine your average daily volume and maximum daily volume of wastewater flow, you may have to read water meters, sewer meters, or make estimates of volumes that are not directly measurable. 27 a3 -T 3a. FIGURE 'I - SCHEMATIC FLOW DIAGRAM 28 'AlS- 33. 7. Non -categorical users should report average daily and maximum daily wastewater flows from each process, operation, or activity present at the facility. Categorical users should skip to questions 6. 8. Categorical users should report average daily and maximum daily wastewater flows from every regulated, unregulated, and dilution process. A regulated wastewater is defined as wastewater from an Industrial process that is regulated for a particular pollutant by a categorical pretreatment standard. Unregulated waste streams are waste streams from an industrial process that are not regulated by a categorical pretreatment standard and are not defined as a dilution waste stream. Dilution waste streams include sanitary wastewater, boiler blow -down, non -contact cooling water or blow -down, storm water streams, demineralizer backwash streams and process waste streams from certain industrial subcategories exempted by EPA from categorical pretreatment standards. (For further details see 40 CFR 403.8 (e). 9. Total toxic Organics (TTO) means the sum of the masses or concentrations of specific toxic organic compounds found in the industrial user's process discharge. The individual organic compounds that make up the TTTO value and the minimum reportable quantities differ according to the particular industrial category (see applicable categorical pretreatment standards, 40 CFR Parts 405-471). SECTION H — INSTRUCTIONS (FACILITY OPERATIONAL CHARACTERISTICS) 1, Indicate whether the business activity is continuous throughout the year or if it is seasonal. If the activity is seasonal, circle the months of the year during which the discharge occurs. Make any comments you feel are required to describe the variation in operation of your business activity. 2. Indicate any shut down in operation, which may occur during the year and indicate the reasons for shutdown. 3. Provide a listing of all primary raw materials used (or planned) in the facility's operations. Indicate amount of raw material used in daily units. 4. Provide a listing of all chemicals used (or planned) in the facility's operations. Indicate the amount of used or planned in daily units. Avoid the use of trade names of chemicals. If trade names are used, also provide chemical compounds. Provide copies of all available manufacturer's safety data sheets for all chemicals identified. 29 1 ;k,3•T3y- 5. A building layout or plant site plan of the premises is required to be completed and �W certified for accuracy by a State registered professional engineer. Approved building plans may be substituted_ An arrow showing North as well as the map scale must be shown. The location of each existing and proposed sampling location and facifity sewer line must be clearly identified as well as all sanitary and wastewater drainage plumbing. Number each unit process discharging wastewater to the public sewer. Use the same numbering system shown in Figure 1, the schematic flow diagram. FIGURE 2 — BUILDING LAYOUT 30 7� 3 T- SECTION I — INSTRUCTIONS (SPILL PREVENTION) 6. Describe how the spill occurred, what was spilled, when the spill happened, where it occurred, how much was spilled, and whether or not the spill reached the sewer. Also explain what measures have been taken to prevent a reoccurrence or what measures have been taken to limit damage if another spill occurs. SECTION J — INSTRUCTIONS (NON -DISCHARGED WASTES) 1. For wastes not discharged to the Control Authority's sewer, indicate types of waste generated, amount generated, the way in which the waste is disposed (e.g. incinerated, hauled, etc.), and the location of disposal. 2. On-site disposal system could be a septic system, lagoon, holding pond (evaporative - type), etc. 3. Types of permits could be: air, hazardous waste, underground injection, solid waste, NPDES (for discharges to surface water), etc. SECTION K — INSTRUCTIONS (AUTHORIZED SIGNATURES) See instructions for question 4 in Section A, for a definition of an authorized representative. 31 t �3 T- 31p. c. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES UTILITY CONSTRUCTION PERMIT CHECKLIST POTABLE WATER DISTRIBUTIONSYSTEM Received Description 1. One (1) signed and dated, approved or red -lined As -Built Drawing by the project's County Inspector for approval by Utilities Engineering, prior to the submittal of the Final Record Drawings. The Final As -Built submittal should consist of one (1) set of reproducible mylars, one (1) electronic disc and three (3) sets of blue/black line prints signed and sealed by the Engineer -of -Record or Licensed Surveyor. The Engineer -of -Record must be registered to practice in the State of Florida. 2. Copy of a satisfactory hydrostatic pressure test, signed by the Engineer -of -Record. 3. One complete set of daily field inspection records prepared by the on-site inspector certified by the Engineer -of -Record. 4. Copy of a satisfactory bacteriological main clearance certified by the Engineer- of - Record. 5. Record by the design firm of the estimated amount of water used by the contractor during the construction and flushing of the water lines. 6. Certification by the Engineer -of -Record that the water line was sanitized in accordance with County specifications. 7. Certification by the Engineer -of -Record that the construction of the water distribution system is complete and in accordance with County construction and material specifications. Any deviation from the approved construction drawings or County specifications must be specifically identified and justified by the Engineer. The engineer must also certify that any temporary jumper connections have been removed and the temporary connection points have been plugged. 8. Copy of a clearance letter from the Florida Department of Environmental Protection (FDEP) authorizing the water distribution system to be placed into service. 9. Backflow Preventer Certification(s), which includes domestic and fire lines. 14. Bill of Sale & Easement - Dedication of the water distribution system and accompanying easements. The dedication is to include an itemized list of all materials along with total materials, construction and engineering costs. This should be coordinated through the IRC Attorney's Office. 11. Bill of Sale - Where the water distribution system is located in established easements or road rights-of-way, the attached bill of sale is to be executed along with an itemized list of all materials to include materials and construction costs. j7.3 -T-37. �W Ia3.T'39. This should be coordinated through the IRC Attorneys i]jfzce. 12. Complete on-site inspection by a County utility inspector with confirmation that the water distribution system appears acceptable. 13. Arrangements for payment of all capacity charges and other casts of connections. 14. Release of lien(s) from each Contractor, Subcontractor and Vendor. 15. A one-year maintenance bond in an amount equaling 25% of the total cost for construction of the system if construction costs exceed $10,000. If total construction costs are less than $10,000, then a one-year warranty letter is required. The warranty letter can be issued by the developer or contractor. Ia3.T'39. �w INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES UTILITY CONSTRUCTION PERMIT CHECKLIST WASTEWATER COLLECTIONITRANSMISSIONSFSTEM Received Description 1. One (1) signed and dated, approved or red -lined As -Built Drawing by the project's County Inspector for approval by Utilities Engineering, prior to the submittal of the Final Record Drawings. The Final As -Built submittal should consist of one (1) set of reproducible mylars, one (1) electronic disc and three (3) sets of blue/black line prints ngineer- signed and sealed by the Engineer -of -Record or Licensed Surveyor. The Engineer- of Record must be registered to practice in the State of Florida. of-Record 2. Copy of a satisfactory hydrostatic pressure test or infltration/exfiltration test, signed by the Engineer -of -Record. 3. One complete set of daily field inspection records prepared by the on-site inspector certified by the Engineer -of -Record. 4. Copy of a satisfactory television test and a certified report by the Engineer -of -Record. 5. Certification by the Engineer -of -Record that the construction of the wastewater collection/transmission system is complete and in accordance with County construction and material specifications. Any deviation from the approved construction drawings or County specifications must be specifically identified and justified by the Engineer. 6. Copy of a clearance letter from the Florida Department of Environmental Protection (FDEP) authorizing the wastewater collection/transmission system to be placed into service. 7. Bill of Sale & Easement - Dedication of the wastewater collection/transmission system and accompanying easements. The dedication is to include an itemized list of all materials along with total materials, construction and engineering costs. This should be coordinated through the IRC Attorney's Office. 8. Bill of Sale - Where the wastewater collection/transmission system is located in established easements or road rights-of-way, the attached bill of sale is to be executed along with an itemized list of all materials to include materials and construction costs. This should be coordinated through the IRC Attorney's Office. 9. Complete on-site inspection by a County utility inspector with confirmation that the wastewater collection/transmission system appears acceptable. 10. Arrangements for payment of all capacity charges and other costs of connections. 11. Release of lien(s) from each Contractor, Subcontractor and Vendor. 12. A one-year maintenance bond in an amount equaling 25% of the total cost for construction of the system if construction costs exceed $10,000. If total construction costs are less than $10,000, then a one-year warranty letter is required. The warranty M a3 -T -M, c. �w t-a3'Tg0• letter can be issued by the developer or contractor. 13. A set of lift station. specifications (if applicable), two sets of operations and maintenance manuals, warranty, and all spare parts as required by County standards. 14. Transfer of lift station's electric account from Developer to County. 15. If a PRIVATE Lift Station, an acknowledgment letter from Engineer/Owner. 16. If a PRIVATE Lift Station, an executed 24/7 maintenance agreement per Indian River County 'Dater and Wastewater Utility Standards, Section 13.02-L. t-a3'Tg0• INDIAN RIVER COUNTY, FLORIDA AGENDA ITEM Department of Public Works Division of Facilities Management Date: March 25, 2014 To: Joseph A. Baird, County Administrator Through: Christopher R. Mora, P.E., Public Works Director cvv-_- From: Chris Burr, Facilities Manager/Project Manager Subject: Sheriff's Crime Scene Unit- Release of Retainage for Phase I- Proctor Construction Company BACKGROUND: An agreement with Proctor Construction to construct the IRC Crime Scene Facility 'located at 3835 41 st Street was approved by the Board on December 18, 2012. The original contract amount was for $1,299,317.00. Change Order #1 ($42„787.70) was approved at the April 23, 2013 meeting of the Board. Change Order #2 ($499,115) was approved at the June 18, 2013 meeting of the Board and added the Evidence Compound to the project. Change Order ##3 ($73,013.73) was approved at the July 16, 2013 meeting of the Board. Change Order #4 ($5,909.38) was approved at the October 1, 2013 meeting of the Board. Change Order # 5 iIIIIliw ($6,879.58) was approved at the November 5, 2013 meeting of the Board. All work has been completed for Phase I. All of the tasks in Phase I have been completed and approved by the architect and Proctor has now submitted an invoice requesting a partial release of retainage in the amount of $56,048.73. FUNDING: For this project, $1,071,097 has been budgeted in Impact Fees and $1,575,803 in Optional Sales Tax. Funding is budgeted and available from Optional Sales Tax/Facilities Mgmt/Crime Scene Unit Bldg. Renovation (Retainage Account # 315-206001-01004) RECOMMENDATION: Staff recommends that the Board approve the release of retainage for Phase I in the amount of $56,048.73 and authorize the Chairman to execute the document. Approved Agenda Item For: April 1, 2014 B: Indian River Co. Approved Date Administration 3ayl County Attorney Budget _ 3 zG 1 Department 3- -/ Division MA17adlities Management\Sheriff Storage -New Bldg & Future Facility\Release of retainange for Phase I- Proctor Const. 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CL CL CL 00 ad 7 W� z z E -a W w w x W F� fl U v a v o Q v a a CD a v a 128 Schedule of Values - IRCSO CSI - PCCO # 002 Vehicle Evidence Storage Building PACE I APPLICATION DATE; 14 PERIOD TO: 129 INDIAN RIVER COUNTY, FLORIDA MEMORANDUM I TO: Joseph A. Baird; County Administrator DEPARTMENT HEAD CONCURRENCE: Stan Boling, AICD; munity Development Director FROM: John W. McCoy, AICD, Chief, CurrentITAlo rnent p DATE: March 3, 2014 SUBJECT: Three Dogs and A Horse, LLC's Request for Special Exception Use Approval for an Agricultural Business to be Known as Audrey's Feed Store [SP -SE -14-42-441 2013070057-717021 It is requested that the data herein presented be given formal consideration by the Board of County Commissioners at its meeting of April 1, 2014. DESCRIPTION & CONDITIONS Carter Associates, Inc., on behalf of Three Dogs and A Horse, LLC, has submitted an application for major site plan and special exception use approval for an agricultural business to be known as Audrey's Feed Store. Located at the northeast corner of Oslo Road (91 Street SW) and bbd' Avenue, the subject site is zoned A-1 (Agricultural 1 up to 1 unit per 5 acres), a zoning district which allows an agricultural business as a special exception use. The proposed facility will consist of two separate buildings. The main building will house the feed store and will be a combination of one and two storeys. The majority of building will appear as two storeys from the exterior, and much of the interior floor area will be open through to the 2nd floor. The feed store building will include agriculturally related retail space, 2nd floor office area, and storage area for large bulk items. The second building will consist of a hay barn and equipment storage building, located to the rear (east) of the feed store building. Pursuant to Section 971.05 of the land development regulations (LDRs), the Board of County Commissioners is to consider the appropriateness of the requested use for the subject site and the compatibility of the use with the surrounding area. The Board is now to consider the special exception use request, and is to approve, approve with conditions, or deny the use request. Planning and Zoning Commission Action: At its meeting of February 27, 2014, the Planning & Zoning Commission voted 5-0 to recommend approval of the special exception use request as recommended by staff (see attachment #4). FACQmmundty DeVelopmentNCurDev\BCC12014 BCC\AudreysFeedStareSpecExcUseBCCre,port.doc 130 ANALYSIS 1. Size of Development: Parcel size: 16.98 acres Project area: 2.75 acres 2. Zoning Classification: A-1, Agricultural I (up to I unit per 5 acres) 3. Land Use Designation: AG -1, Agricultural 1 (up to I unit per 5 acres) 4. Building Area (footprint): Building 1: 6,816 sq. ft. (feed store) Buildin 2: 1,800 sq, ft. (hay barn) Total: 8„616 sq. ft. Nate: The overall floor area will be 14,664 sq. ft. 5. New Impervious Area: 44,822 sq. ft.. 6. Phasing: The project is to be developed in a single phase. 7. Open Space for the Project Area: Required: 60% Proposed: 60% Note: As allowed by county code, the open space figure includes the area of the project's proposed stormwater management pond. 8. Traffic Circulation: The applicant is proposing two 26' wide two-way driveways that will connect to 66h Avenue. The driveways will provide access to internal driving aisles that will loop in front of and behind the proposed feed store building, allowing convenient vehicle access to the front and back of the feed store. In addition, the internal circulation system will provide access to parking spaces on the east, west, and south sides of the feed store building, as well as access to the hay barn. In accordance with county code, the applicant has submitted a project traffic study. Based on that study, it has been determined that no off-site traffic improvements are required, and none are proposed. The project's driveway locations, design, internal circulation plan, and traffic impact study have all been approved by Traffic Engineering. 9. Off -Street Parking: Required: 35 spaces Provided: 35 spaces Note: Parking requirements are calculated at the retail rate (I space/200 sq. ft.) for retail areas and at the storage rate (I space/500 sq. ft.) for storage areas. FAComm=4 Deve1opmentlCurDev\BCC12014 BCC:1A,udreysFeedStorespeeExeUseBCCreport,doe 2 131 10. Dedications and Improvements: Oslo Road (9`Street SW) Right -of -Way: The project fronts Oslo Road, which is classified as an arterial requiring 130' of ultimate right-of-way on the County's thoroughfare plan. At the subject location, a canal exists on the south side of Oslo Road and all additional right-of-way is needed from the north side of Oslo Road where the project area is situated. Presently, 50' of right-of-way exists along the project's Oslo Road frontage. In accordance with county code, the applicant is dedicating 10' of additional right-of-way without compensation to satisfy the local road minimum right-of-way standard of 60'. The proposed site pian design sets aside an additional 70" of future right-of-way to accommodate the 130' of ultimate right- of-way. 66th Avenue Right -of -Way: The subject segment of 66th Avenue is classified as an arterial requiring an ultimate right-of-way of 136'. Presently, there is 70' of right-of-way existing with 45' on the project's side of the 60h Avenue center line. The proposed site plan sets aside an additional 23' of area for future 66rh Avenue right-of-way to accommodate the project's share of the 136' ultimate right-of-way for 66h Avenue. Sidewalks: Pursuant to the County's sidewalk and bikeway plan, an $' wide sidewalk is required along the project's Oslo Road frontage and a 5' wide sidewalk is required along the project's 66th Avenue frontage. The site plan depicts the required sidewalk segments which will need to be built or bonded -out prior to the issuance of a certificate of occupancy (C.O,) [ for the project. 11. Stormwater /Management: The applicant has submitted a preliminary stormwater management plan that has been reviewed and approved by the Public Works Department. That plan depicts a single wet stormwater management pond on the south side of the subject site, south of the proposed feed store and associated parking areas. Pursuant to Chapter 930 of the LDRs (land development regulations), a County Type "13" Stormwater Permit will be required prior to site plan release. 12. Utilities: Although the site lies outside the Urban Service Area, connection to water service is allowed under comprehensive plan Potable Water Sub -element Policy 5.7 since the project is for an agricultural business. The site will be served by County water and on-site septic system. Those connections have been approved by the Department of Utility Services and the Department of Health. 13. Surrounding Land Use and Zoning: North: Magnolia Lakes (5 acres residential lots) / A -I East: Vacant / A-1 South: Oslo Road, Vacant / A-1 West: 66`h Avenue, Vacant 1 A -I Note: The project area of development is over 600' from the north property line shared with Magnolia Lakes. The area between the project and Magnolia Lakes will remain agriculturally zoned "green" space. FACommunity Deve1opmennCurDev18CC12014$CC1AudreysFeedStoreSpeeExrUseSCCreport.doc 3 132 14. Landscape Plan: The proposed landscape plan satisfies the requirements of LDR Chapter 926 for perimeter, interior, roadway, and non -vehicular open space landscaping areas, and includes a 30' wide Type "B" buffer along the north limits of development. 15. Environmental Issues: Environmental Planning staffhas inspected the site and verified that no wetlands, native uplands, or specimen trees exist on the parcel. Therefore, no special environmental regulations apply. 16. Architectural Elements: Corridor criteria apply to the main building (feed store). The main building is designed to meet corridor plan architectural criteria, while the hay barn/equipment storage building is not. The applicant has submitted conceptual architectural plans that show an agricultural theme, including a porch element associated with the retaillcommercial part of the building. More detailed architectural plans will need to be provided prior to site plats release in order to document compliance with applicable corridor criteria. 17. Specific Land Use Criteria for Agricultural Businesses: Pursuant to LDR section 971.08(1)(c) the following criteria apply to the proposed administrative permit use and special exception use: (c) Criteria far agricultural business: 1. Agricultural businesses may be allowed to locate within the A-1, A-2, or A-3 districts only upon a finding by the reviewing body that such businesses are directly related to or provide services for active agricultural operations and that such uses would not be more appropriately located in a commercial or industrial zoning district; Note: The uses proposed are specifically related to and will support agricultural operations in the surrounding agricultural area. Please see attachment #3, item 4 for details of the applicant's proposal. 2. Agricultural businesses shall include but not be limited to: Agricultural business offices; and sales of agricultural equipment, products and supplies, such as grove maintenance services, or livestock facilities; Note: As proposed by the applicant, the business will primarily provide feed and supplies for large animals. Other components of the business will include tack and show accessories, small scale accessory food sales, and farm and field supplies. 3. Agricultural businesses shall not be interpreted to permit wholesaling or processing operations; Note: There will be no wholesaling or processing operations. 4. The business must be located in an area designated either as AG or R on the comprehensive land use map. Note: The subject site is located in an area with an AG land use designation. FACommun4 DevelopmenACurDev\BCC12014 BCMudreysFeedStoreSpecExcUseBCCreport.doe 4 133 �W Based on the project's design, scale, and buffering/separation from adjacent properties, staff finds that the project will be compatible with surrounding uses. In addition, staff has determined that all specific criteria for an agricultural business have been satisfied as well as general criteria for special exception uses. All conditions recommended by staff have been accepted by the applicant. RECOMMENDATION Staff recommends that the Board of County Commissioners grant special exception use approval for the agricultural business to be known as Audrey's Feed Store with the following conditions: 1, Prior to site plan release, the applicant shall: a. Dedicate 10' of additional right-of-way for Oslo road without compensation, as depicted on the project site plan, b. Submit detailed architectural elevations that document the feed store's compliance with corridor plan criteria. 2. Prior to issuance of a certificate of occupancy (C.O.), the applicant shall: a. Construct the Type "B" buffer along the north side of the project area of development, as depicted on the project site plan. b. Constructor bond -out for construction of the required sidewalks along theproject's Oslo Road and 66th Avenue frontages, as depicted on the project site plan. ATTACHMENTS 1. Application 2. Location Map 3. Applicant's Proposal 4. Excerpt from Unapproved February 27, 2014 PZC Meeting Minutes 5. Conceptual Architecturals 6. Site Plan/Landscape Plan/Aerial APPROVED AGENDA ITEM: FOR: Apr i1 1 2014 BY: Indian River Co, Aplaroved Date Admin. Legal 3 -2S Budget Dept. 42!5 AE s r t Py Risk Mgr. FACommunity Deve1opment\CurDe0J3CC124t4 BCC1AudreysFee4StoreSpecExcUseBCCreport.doc 5 134 SPECIAL EXCEPTION SITE PLAN (SPSE) APPLICATION FORM PROJECT NAME (Please Print): Audrey's Feed store , PROPOSED PROJECT USE: Proposed 4,512 sq. ft. feed store, 4,320 eq. ft. large pallet and ei meat atarage, and 1,800 sq. ft. hay barn. CORRESPONDING PRRE-APPLICATION CONFERENCE PROJECT NANO AND CDPLUS ASSIGNED FILE NUMBER (IF ANY); Audrey's Feed Store PRC>JBCr4: 2013070057 - 7I 70 2,, -SP-SE- OWNER: (PLEASE PRINT) AGENT (PLEASE PRINT) Three boas & A Horne. T,T r. hinAT nnnwr� .r 1 1,RXVPP ffWto 4555 13th Street SW ADDRESS ADDRESS Vero Beach, Florida 32968 CITY, STATE, ZIP 772-321-7890 PHONE NUMBER -- Audrey@audreysfeed.com EMAIL ADDRESS Audrey Sexton CONTACTPERSON SIGN PROJECT ENGINEER: (PLEASE PRINT) Carter Associatee, Inc. NAME 1708 21st Street ADDRESS Vero Beach, Florida 32960 CITY, STATE, ZIP 772-562-4191 PHONE NUMBER(s) johribocarterassoc. com EMML ADDRESS John H. Blum, P. B, CITY, STATE, ZIP PHONE NUMBER EMAIL ADDRESS CONTACT PERSON g' Y OF OWNER OR AGENT PROJECT SURVEYOR- (PLEASE PRINT) Carter Associates, Inc. NAME 1708 21st Street ADDRESS Vero Beach, Florida 32960 CM, STATE, ZIP 772-562-4191 PHONE NUMBER(s) day dlacarterassoc.com EMAIL ADDRESS David E. Luethje, PSM CONTACT PERSON CONTACT PERS ON 1.501 27'' Street, Vero Beach FL 32960 F: Comm maty 7Jevelopm"tXUsers\CurDev\ApplicaboaAspee trpp onIy,nf Rerfsad lnnuery 2011 ATTACHMENT 1 Page 1 of 3 135 GDOES THE REQUEST INCLUDE A CONCEPTUAL PLAN ONLY OR A CONCEPTUAL AND "FENAL" SITE PLAN?: Conceptual and Final site Plan •AMOUNT OF NEIN IMPERVIOUS SURFACE: (SQ.FT.) 44,822 QSTTE ADDRESS: 640 56th Avenue SW VSITE TAX PARCEL ID#(s): 33-39-20-00001-01.30-00001.0 UIS ALL OR, A PORTION OF PROJECT IN ENVIRONMENTALLY SENSITIVE AREA AS DESIGNATED IN THE COMPREHENSIVE PLAN OR ADDRESSED IN A PRE -APP CONFERENCE? YES x NO raFLOODZONE: AE 20.9 ZONING: A- FLUE: AG -1 *TOTAL (GROSS) ACREAGE OF PARCEL: 16.98 eAIREA OF DEVELOPMENT M7) ACREAGE, 2.75 oPROPOSED CHANGES TO EXISTING DEVELOPMENT U APPLICABLE):. A. NUMBER OF UNTI'S: FROM X/A TO N/A B. DENSITY: FROM N/A UNITS PER ACRE TQ N/A, Ui+ M PER ACRE *CHANGE IN USES BY SQUARE FEET GROSS BUILDING AREA USE: FROM SQ.FT. OF (USE) TO 90. FT. OF (USE) COMMENTS: "PLEASE COMPLETE APPLICATION CHECKLIST ON NEXT PAGE 180127"' Street, Vero Bench FL 32960 F.ICoaumrnity DevokpmcntlUxrslCurDtOApplim6oruUpae app only,FT Rovised January ]0[ 8 Page 2 of 3 136 75" D� lit Ln IT 7�� to i Tool itT 2 W4 1� 137 4U C3 i Tool itT 2 W4 1� 137 CARTER ASSOCIMFE ►, 1NC. CONSULTING ENGNEERS AND LAND SURVEYORS 1708 21st STREET • VERO BEACH, ? WRIDA 32460-3472 •772-562.4191 •772-562.7180 (FAX) )OHN H. SLUM, P.£., PUNCIPAL DAVID R LUMWE, P.M, PRINCIPAL FRANK S. CUCCIJRPSE, P.S.M. CLINTON L RAIIIES, P.E. GEORGE A. SIMONS,P.E, FMCIVAL PATRICK S. WALTM, P.E., PRINCIPAL SrEYE D. SNOBEWIM P.E. UPiNJAMIN D. SPEED, PM MARV]N E. CARTER P.S.M., C.7. m the Fl. DEAN F. LUETWE, F.E. na no Cm®u]taat in the riinn November 13, 2013 Mr. John W. McCoy, AICP Senior Planner Indian River County Current Development 180127' Street Vero Beach.. Florida 32960 ' { RE: Audrev's Feud Stage Application 111x: 71170 IRC Project No. 2013070157 Dear John: Please find attached ten (10) copies of the site plan drawings fia1 the at%-1ve referenced project. Also included are Special Exception Site Plan application, Concurrency Determination application, Land Clearing application, Tree Removal Exemption. and a chcak in the amount of $2,215 for application fees ($1,000 Major Site Plan plllc 1'975 Special E%ception, $120 Concurrency, and $120 Land Clearing). In addition, the follovm1g. comments are in response to your pre -application letter dated August 9, 2013: PLANNING: CURRENT DEVELOPMENT Modifications to the parking layout have occurred on the site plan to addre-s Traffic Engineering's pre -application comments. 2. The ultimate right-of-way lines for both Oslo Road and 66"' Avtniv-, are depicted on the playas. All improvements and landscape strips are setback from the ultimate FRr3NA..' lines. 3. Please note that the applicant intends on splitting the north 5 acres of the parcel, 'therefore, the Type "B" buffer has been located along the northern limits of development line. The proposed business will consist of 50% large animal and some small animal feeds (hay and bedding included), 25% animal health and care supplements, 12% tack and show accessories, 10% small-scale food sales, and 3% farm and field supplies. These items are all associated with agricultural uses and thus the rationale for being located in an agricultural district. ATTACOMW N:1JHBT113 31E SEXTONIPennd glCountyW]annnkV SpedalExcRoPlasrSub.doe '. 5hm [811 Page 1 of b 138 PLANNING AND ZONING COMMISSION There was a meeting of the Indian River County (IRC) Planning and Zoning Commission (PZC) on Thursday, February 27, 2014 at 7:00 p.m. in the Commission Chambers of the County Administration Building, 1801 27th Street, Vero Beach, Florida. You may hear an audio of the meeting; review the meeting agenda, backup material and the minutes on the Indian River County website www.ircgov.com/Boards/PZC/2014. Present were members: Chairman Sam Zimmerman, District 2 Appointee, Charles Rednour, District 1 Appointee; Dr. Jonathan Day, District 4 Appointee; Jordan Stewart and Todd Brognano, Members -at -Large and Carol Johnson, non-voting School Board Liaison. Absent were Marie Caldarone, District 3 Appointee and Brad Emmons, District 5 Appointee (both excused). Also present was IRC staff: Bill DeBraal, Deputy County Attorney; Stan Boling, Community Development Director; John McCoy, Chief, Current Development; and Reta Smith, Recording Secretary. W Call to Carder and Pled - e- of Allegiance The meeting was called to order at 7:00 p.m. and all stood for the Pledge of Allegiance. Approval of Minutes ON MOTION BY Mr. Stewart, SECONDED BY Mr. Brognano, the members voted unanimously (5-0) to approve the minutes of the meeting of February 13, 2014 as presented. Public Hearing: Chairman Zimmerman read the following into the record: A. Audrey's Feed Store: Request for special exception use approval for an agricultural business to be known as Audrey's Feed Store, Three Dogs and a Horse, LLC, Owner. Carter Associates, Inc., Agent. Located at the northeast corner of Oslo Road (9th Street SW) and 661h Avenue. Zoning: A-1, Agricultural 1 (up to 1 unit per 5 PZC/Unapproved 1 February 27, 2014 F:IBCCIAiI Committees\P&Z12014 — AGENDAS & MINUTES\P&Z-02-27-14.doc ATTACHMENT 4 139 acres). Land Use Designation: AG -1, Agricultural 1 (up to 1 unit per �W 5 acres). (2013070057-71702ISP-SE-14-02-04) [Quasi -Judicial] Chairman Zimmerman asked the Commissioners to reveal any ex -parte communication with the applicant or any contact that would not allow them to make an unbiased decision. All Commissioners replied they had not had any ex -parte communication. The secretary administered the testimonial oath to those present who wished to speak at tonight's meeting on this matter. Mr. John McCoy, IRC Chief of Current Development, reviewed the information contained in his memorandum dated February 17, 2014 and gave a PowerPoint presentation, copies of which are on file in the Commission Office. . Chairman Zimmerman wondered why staff would ask for only ten of the 70 feet right-of-way on Oslo Road. Mr. McCoy advised the applicant had been notified what the ultimate right-of-way would be and the applicant's design accommodated the acquisition of that right-of-way in the future; however the IRC Engineering Department had a budget and priorities as to which right-of-way they wanted to pursue at what time and did not want to acquire right-of-way out of sequence for their capital projects. Chairman Zimmerman opened the public hearing at 7.09 p.m. and since no one wished to speak, the public hearing was closed. ON MOTION BY Mr. Brognano, SECONDED BY Dr. Day, the members voted unanimously (5-0) to recommend that the Board of County Commissioners grant special exception use approval for the applicant with the conditions stated in staffs report. Commissioner's Matters There were none. Planning Matters Mr. Stan Boling, IRC Community Development Director, commented that staff liked the layout and architectural theme of the previous application because if the agricultural use went away there were a number of uses that could eventually work with that type of proposed building design. He observed it made PZC/Unapproved 2 February 27, 2014 F:IBCC1A11 Committees\P&Z12014 — AGENDAS & MINUTEST02-27-14.doc WTACH#AEWT W Ir. i1J L4z Audrey's Feed Stare f Main Buildit Souftmest Elevation Proposed Building ElevaVans IR �w 10 ATTACHMENT 5 142 �w �,w ATTACHMENT 5 uJ 32 3 C!3 143 AT` ACHMEW 5 c m LU c in a 145 kw cv s V LU Curl' 033dS HdVY 90 SW'tl'0' - -CIU 3QbNOVY ,'3AW RM a i ATTAcHMEffT b 146 cw �w L1 vqn (133dS HdV4 94) 4L9 YO - 'M aOHNOw - *3AV w.eg ,N 1 i I AT-fACH1 ENT ' b Mir Q I� .04 �w w a I� CL P1 z r' ell a 0 Gl I r � 0 147 r ATTACHMENT 6 f[f:? Dylan Re;ngold, County Attorney William K. DeBraal, Deputy County Attorney Kate Pingolt Cotner, Assistant County .'attorney PUBLIC HEARING: 4/1/14 Ofice of - INDIAN RIVER COUNTY MEMORANDUM TO: The Board of County Commissioners FROM: Dylan Reingold — County Attorneyv DATE: March 25, 2014 YY ATTORNEY SUBJECT: Proposed Ordinance Amending the Code for General Housekeeping Purposes In recent years County staff has developed a laundry list of items within the Code that need to be corrected; and in an effort to keep costs at a minimum, the Board authorized staff to assemble these items under one proposed ordinance amendment for consideration at a public hearing. The items address either typographical errors or conflicting or antiquated language. The conflicting language arises from prior code amendments where other parts of the Code were not addressed. With respect to those laundry list items that touch on the land development regulations, those items will be addressed in a separate proposed ordinance amendment requiring consideration by both the Planning and Zoning Commission and the Board of County Commissioners at separate public hearings. Pursuant to this Board's authorization on September 17, 2013, the within matter has been duly advertised for a public hearing, and presented herewith is the proposed ordinance amendment for consideration. RECOMMENDATION: Open the public hearing, take input, close the public hearing and take action on the proposed ordinance. Jnhm Attachment: Proposed Ordinance •. - Cf i`'rt CUi N -1Y ATT0RNEYj lin. 149 ORDINANCE NO. 2014- AN ORDINANCE OF INDIAN RIVER COUNTY, FLORIDA, AMENDING SECTION 100.06 "APPEALS GENERALLY" OF CHAPTER 100 "GENERAL PROVISIONS;" SECTION 102.01 "BOARD OF COUNTY COMMISSIONERS MEETINGS AND PROCEDURES" AND SECTION 102.04 "ORDER OF BUSINESS" OF CHAPTER 102 "BOARD OF COUNTY COMMISSIONERS; MEETINGS AND PROCEDURES;" THE TITLE OF CHAPTER 104 "PERSONNEL"; SECTION 104.02 "ADMINISTRATIVE POLICY MANUAL;" SECTION 104.03 "RETIREMENT SYSTEM;" SECTION 104.05 "DEFERRED COMPENSATION;" AND SECTION 104.06 "CODE OF ETHICS AND CONDUCT" OF CHAPTER 104 "PERSONNEL" ALL WITHIN TITLE I "THE CODE, COUNTY ORGANIZATION, AND INTERNAL PROCEDURES;" AND SECTION 202.14 "APPLICATION FOR RECLAIMED WATER SERVICE CLASS S" OF CHAPTER 202 "RECLAIMED WATER REGULATIONS;" AND SECTION 207.03 "BUSINESS TAX RECEIPT REQUIRED" OF CHAPTER 207 "LOCAL BUSINESS TAX RECEIPTS" WITHIN TITLE 11 "TAXES, UTILITIES AND SPECIAL DISTRICTS;" AND SECTION 483.05 "NOTICES AND ORDERS" AND SECTION 403.08 "DEMOLITION" OF CHAPTER 403 "PROPERTY MAINTENANCE illlliiW CODE" WITHIN TITLE IV "CONTRACTOR AND BUILDING REGULATIONS" OF THE CODE OF INDIAN RIVER COUNTY ("THE CODE"); AND PROVIDING FOR SEVERABILITY, CODIFICATION, AND AN EFFECTIVE DATE. WHEREAS, The Code is the best evidence of the current law of the county; and WHEREAS, over time, routine "housekeeping" measures are needed to correct typographical errors and to keep current with changes in terminology, addresses, statutory requirements, citations, and the like, NOW, THEREFORE, BE IT ORDAINED by the Board of County Commissioners of Indian River County, as follows: SECTION 1. Section 100.06, Appeals generally, of The Code of Indian River County is hereby amended to read as follows: CODING: Words informat are deletions to existing text; words in underlined format are additions to existing text. ISO ORDINANCE NO. 2014 - Unless specific appeal procedures from rulings of certain employees, boards, or commissions are provided or prohibited elsewhere, there shall be a right to appeal as set forth below by delivering to the person or body responsible for hearing the appeal a written statement with facts and details showing why the decision should be reversed or modified, with a copy to the person or body from which the appeal is being taken, within the time limits as follows: 1. From a decision of a department head. Any person aggrieved by a final decision of a department head may appeal to the county administrator within ten (10) working days of the final decision. The county administrator shall respond within ten (10) working days. 2. From a decision of a county officer. Any person aggrieved by a final decision of a county officer may appeal to the board of county commissioners within ten (10) working days of the final decision. The board shall respond within twenty (20) working days. 3. From a decision of a board or commission. Any person aggrieved by a final decision of a board or commission may appeal to the board of county commissioners within twenty (20) working days of the final decision. The �w board of county commissioners shall respond within twenty (20) working days. 4. From a decision of the board of county commissioners. There is no right of appeal from a final decision of the board of county commissioners. 5. {Failure to comply.} Failure on the part of the appellant to comply with the procedures as set forth in paragraphs (a) 1 through (d) 4 above shall constitute a waiver of the right to appeal. Failure on the part of the appellee to comply with these same procedures shall be deemed a denial of the appeal. SECTION 2. Section 1102.01, Board of County Commissioners meetings and procedures, of The Code of Indian River County is hereby amended to read as follows: 1. Time. The county commission shall generally hold regular meetings on Tuesday beginning at 9:.00 a.m. There shall be no commission meeting on the last Tuesday of each month. When the day fixed for any regular meeting of the commission is a holiday recognized by the county the meeting shall be held at the same time on the next Tuesday not a holiday unless the meeting is cancelled otherwise rescheduled by the commission. 2 CODING: Words in stroke format are deletions to existing text; words in underlined format are additions to existing text. 151 �w ORDINANCE NO. 2014- 2. Place. All meetings of the commission shall be held in the Commission} Chambers, County Administration Building A, 1840 25tH Street, 1801 27th Street, Vero Beach, Florida, unless otherwise decided by the commission. SECTION 3. Section 142.44, Order of business, of The Code of Indian River County is hereby amended to read as follows: The order of business shall appear on the agenda as follows: 1. Call to order. 2. Invocation. 3. Pledge of Allegiance. 4. Additions or deletions to the agenda/emergency items. 5. Proclamation and presentations. 6. Approval of minutes. 7. Information items from staff or commissioners not requiring board action. 8. Consent agenda. 9. Constitutional officers and governmental agencies. 10, Public items: a. Public hearings, b. Public discussion items (as a general rule public discussion items should be limited to matters on which the commission may take action.) C. Public notice items. 11. County administrator matters. 12. Departmental matters: �w 3 CODING: Words in strike through format are deletions to existing text; words in underlined format are additions to existing text. 152 ORDINANCE NO. 2014- a. Community development; b. Emergency services; C. General services; d- LD 1 urnan rami irGes; Human Services; e- (2) Hum ; Sandridge Golf Club Leisure ¢awes; Recreation;. g.. d. OffiGe of managernent and bud na�; Human resources, vlr�va. h-. e. Der.reation; Office of management and budget; i- f. Public works; t g� Utilities services. (Iiii,► 13. County attorney matters. 14. Commissioners matters. 15. Special districts and boards. a. Emergency Services District; b. Solid Waste Disposal District; C. Environmental Control Board. 16. Adjournment. SECTION 4. The title of Chapter 104, Personnel, of The Code of Indian River County is hereby amended to read as follows: CHAPTER 104. PERSONNEL HUMAN RESOURCES 4 CODING: Words in strike thFough format are deletions to existing text; words in underlined format are additions to existing text. 153 ORDINANCE NO. 2014- SECTION 5. Section 104.02, Administrative policy manual, of The Code of Indian River County is hereby amended to read as follows: The director or manager of mel human resources shall maintain under the direction of the county administrator a policy manual which shall be a compilation of policies, practices, and procedures that apply to managers, supervisors and employees of Indian River County. This manual shall be updated, from time to time, with the approval of the county commission. This manual is available in the office of director or manager of personnel human resources, atm the office of each department or division, and on the County's website. All employees should be encouraged to become familiar with the contents of this manual. SECTION 6. Section 104.03, Retirement system, of The Code of Indian River County is hereby amended to read as follows: Employees working in full-time or part-time regularly established positions have membership in the Florida Retirement System (FRS). FRS is noncontributory for members; contributions are also made on behalf of the members by the county. SECTION 7. Section 104.05, Deferred compensation, of The Code of Indian River County is hereby amended to read as follows: Deferred compensation plans are available through ICMA Retirement Corporation, Nationwide Retirement Solutions, Inc., Mass Mutual, Hartford Life Insurance Companies, and John Hancock Financial Services on an optional basis to employees. This program is supplemental to a retirement income and it provides for a tax deferral on income contributed to the plan. For those employees working under the direction of the board of county commissioners, the director or manager of pef69nRel human resources shall approve and administer these plans and make determinations required by Section 112.215(6)(b), Florida Statutes. For those employees working under the direction of a constitutional officer, each constitutional officer shall designate an individual responsible for making determinations as required by the aforesaid statute. SECTION 8. Section 104.06, Code of ethics and conduct, of The Code of Indian River County is hereby amended to read as follows: CODING: Words in strike -+hro urKh format are deletions to existing text; words in underlined format are additions to existing text. 154 Iq ORDINANCE NO. 2014- (5) (a) Except as provided in paragraph (b) and (c) of this subsection, a person shall not solicit or accept, directly or indirectly, any gift, gratuity, favor, entertainment, loan, or any other thing of monetary value, from anyone who: (1) Has, or is seeking to obtain, contractual or other business or financial relations with the county; or (2) Conducts operation or activities that are regulated by the county; or (3) Has interests that may be substantially affected by the performance or nonperformance of the person's official duty; or (4) Is in any way attempting to affect the person's official actions at the county; or 5) Is offering anything of monetary value, including food and refreshments, to an employee because of the person's official position. (b) The prohibitions enumerated in paragraphs (5)(a) and (c) of this section do not apply in the situations enumerated below: (2) Food and refreshments: Under F.S. Ch. 112, the word "gift" is defined to exclude "food or beverage consumed at a single sitting or event." Pursuant to F.S. § 112.326, it is the purpose of this code to require more stringent county disclosure requirements than provided for in F.S. Ch. 112. Therefore, and notwithstanding any other section or provision of the personnel administrative policy manual to the contrary, county commissioners, and county employees may accept food or beverage consumed at a single sitting or event only if the cost for said food or beverage does not exceed F.S. Ch. 112, rate for the appropriate per diem allowance for said meal. If, under circumstances beyond the control of the donee, the cost exceeds the per diem rate then within five (5) working days of the acceptance, the donee shall file a written disclosure statement with the clerk to the commission on a form provided by said clerk. In addition, food or beverage may be accepted when (i) offered free in the course of a meeting or other CODING: Words in GtRke through format are deletions to existing text; words in underlined format are additions to existing text. 155 ORDINANCE NO. 2014- group function not connected with an inspection or investigation, at which attendance is desirable because it will assist the person in performing his or her official duties; or (ii) provided to all panelists or speakers when a person is participating as a panelist or speaker in a program, seminar or educational conference. (7) It shall be the duty of each commissioner, board appointed county employee, department head and professional staff member to become familiar with the code of ethics for public officers and employees. To this end, the human resources peril director or masa_qer shall distribute to each person in the above enumerated categories a current copy of the "Florida Commission on Ethics Guide to the Sunshine Amendment and Code of Ethics for Public and Employees." SECTION 9. Section 202.14, Application for reclaimed water service Class S, of The Code of Indian River County is hereby amended to read as follows:. Section 202.14. Appiriation Application for reclaimed water service Class S. SECTION 10. Section 207.03, Business tax receipt required, of The Code of Indian River County is hereby amended to read as follows: (1) No person shall engage in or manage any business, profession, or occupation in the unincorporated area of Indian River County without having first paid the current business tax levied in this chapter, unless such person is exempt as set forth in section 207.02 of the Code, or otherwise exempt by reason of the applicable provisions of the "Local Business Tax Act," codified in F.S. Ch. 205 or by the fact that said person 4; is a minor. SECTION 11. Section 403.05, Notices and orders, of The Code of Indian River County is hereby amended to read as follows: 7 CODING: Words in 6tFike-+kr ugh format are deletions to existing text; words in underlined format are additions to existing.text. 156 �w ORDINANCE NO. 2014- (1) {notice to person responsible. Whenever the code official determines that there has been a violation of this code or has grounds to believe that a violation has occurred, notice shall be given in the manner prescribed in sections 403.05(2) and 403.05(3) to the person responsible for the violation as specified in this code. Notices for condemnation procedures shall also comply with section 403.08. (2) Form. Such notice prescribed in section 403.5 403.05 shall be in accordance with all of the following: Be in writing. 2. Include a description of the real estate sufficient for identification. 3. Include a statement of the violation or violations and why the notice is being issued. 4. Include a correction order allowing a reasonable time to make the repairs and improvements required to bring the dwelling unit or structure into compliance with the provisions of this code. 5. Inform the property owner of the right to appeal. 6. Include a statement of the right to file a lien in accordance with section 40,3-A44 403.04(3). (3) Method of service. Such notice shall be deemed to be properly served if a copy thereof is: 1. Delivered personally; 2. Sent by certified or first-class mail addressed to the last known address; or 3. If the notice is returned showing that the letter was not delivered, a copy thereof shall be posted in a conspicuous place in or about the structure affected by such notice. (4) Penalties. Penalties for noncompliance with orders and notices shall be as set forth in section 403:95 403.04. 8 CODING: Words in &tFAe4hFGu9h format are deletions to existing text; words in underlined format are additions to existing text. 157 ORDINANCE NO. 2014 - SECTION 12. Section 403.08, Demolition, of The Code of Indian River County is hereby amended to read as follows: (2) Notices and orders. All notices and orders shall comply with section 403.09 403.05. SECTION 13, SEVERABILITY. If any section, sentence, paragraph, phrase, or word of this ordinance is held by a court of competent jurisdiction to be unconstitutional, inoperative, or void, such holding shall not affect the remaining portions of this ordinance not having been held by a court of competent jurisdiction to be unconstitutional, inoperative or void, which shall remain in full force and effect. SECTION 14. CODIFICATION. It is the intention of the Board of County Commissioners that the provisions of this ordinance shall become and be made part of The Code of Indian River County, and that the sections of this ordinance may be renumbered or re -lettered and the word ordinance may be changed to section, article or such other appropriate word or phrase as the Municipal Code Corporation deems necessary in order to accomplish such intention. SECTION 15. EFFECTIVE DATE. A certified copy of this ordinance, as enacted, shall be filed by the Clerk with the Office of the Secretary of State of the State of Florida within ten days after enactment, and this ordinance shall take effect upon filing with the Secretary of State. This ordinance was advertised in the Vero Beach Press Journal on the 20th day of March, 2014, for a public hearing to be held on the 1st day of April, 2014, at which time it was moved for adoption by Commissioner , seconded by Commissioner , and adopted by the following vote: COD] Words in sty th Fough format are deletions to existing text, words in underlined format are additions to existing text. 158 �w ORDINANCE NO. 2014 - Chairman Peter D. O'Bryan Vice Chairman Wesley S. Davis Commissioner Joseph E. Flescher Commissioner Tim Zorc Commissioner Bots Solari The Chairman thereupon declared the ordinance duly passed and adopted this day of April, 2014. Attest: Jeffrey R. Smith, Clerk of Court BOARD OF COUNTY COMMISSIONERS and Comptroller INDIAN RIVER COUNTY, FLORIDA Deputy Clerk cA APPROVED AS TO FORM AN LEGAL SUFFICIEN BY DYLAN REINCOLD COUNTY ATTORNEY Peter D. O'Bryan, Chairman Effective Date: This ordinance was filed with the Department of State and becomes effective on the day of 12014, 10 CODING: Words in strike through format are deletions to existing text; words in underlined format are additions to existing text. 159 4bw INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSION 1081, REQUEST TO BE SCHEDULED FOR PUBLIC DISCUSSION Any organization or individual wishing to address the Board of County Commission shall complete this form and submit it to the Indian River County Administrator's Office. PUBLIC DISCUSSION INFORMATION Indian River County Code Section 102.04(10)(b): as a general rule, public discussion items should be limited to matters on which the commission may take action Indian River County Code Section 102.07(2): limit remarks to three minutes unless additional time is granted by the commission NAME OF INDIVIDUAL OR ORGANIZATION: Harlan Franklin and Alex Jernigan ADDRESS: 13680 N. Indian River Drive PHONE: 772-589-1843 SUBJECT MATTER FOR DISCUSSION: Water Line Extension — North Indian River Drive to Roseland Road IS A PRESENTATION PLANNED? YES NO IS BACK-UP BEING PROVIDED YES NO IS THIS AN APPEAL OF A DECISION YES NO WHAT RESOLUTION ARE YOU County to Authorize Staff to move forward with design and bid of the REQUESTING OF THE COMMISSION? project ARE PUBLIC FUNDS OR ACTIVITIES REQUIRED? YES NO WHAT FUNDS OR ACTIVITIES ARE Portion of cost would be County's due to customers already served in REQUIRED TO MEET "PHIS REQUEST? area Transmitted to Administrator Via: Interactive Web Form E -Mail Fax Mail Hand Delivered X Phone COUNTY ADMINISTRATOR: Joseph A. 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PUBLIC DISCUSSION INFORMATION Indian River County Code Section 102.04 1d b : as a general rule, public discussion items should be limited to matters on which the commission may take action Indian River County Code Section 102.07(2,):, limit remarks to three minutes unless additional time is granted by the commission NAME OF INDIVIDUAL OR ORGANIZATION: Jacque Warrior ADDRESS: 4190 East 10 Square, Vero Beach, Fl 32967 PHONE: 772 559-7445 SUBJECT MATTER FOR DISCUSSION: Governor Scott's Race Based Educational Goals IS A PRESENTATION PLANNED? YES NO IS BACK-UP BEING PROVIDED � YES NO IS THIS AN APPEAL OF A DECISION YESX NO O WHAT RESOLUTION ARE YOU Continuation of Discussion from March 11, 2014 Meeting to Oppose REQUESTING OF THE COMMISSION? Legislation that lowers expectations for certain students ARE PUBLIC FUNDS OR ACTIVITIES REQUIRED? YES ?C NO WHAT FUNDS OR ACTIVITIES ARE REQUIRED TO MEET THIS REQUEST? Transmitted to Administrator Via: Interactive Web Form E -Mail Fax Mail Hand Delivered Phone COUNTY ADMINISTRATOR: J eph A. Baird MEETING DATE:Z,tyy� Da anl2 so.rd Approved ) LMD6 161 BOARD OF COUNTY COMMISSIONERS Peter D. O'Br l an Chairman District 4 Wesley S. Deis Vice Chairman District 4 April 4, 2014 Office of Governor Rick Scott State of Florida The Capitol 400 S. Monroe St. Tallahassee, Ft_ 32389-0001 Re: Education Equality Dear Governor Scott: 10, 8,a. Joseph E. Fiescher District 2 'First Zorc District 3 Bob Solari District 5 The Indian River County Board of County Commissioners supports equality of education for all members of our community. The overall goal is for all children, regardless of race or origin, to become proficient in the skills that our schools are to provide. In accomplishing this goal, it is best that we look at each child as an individual that needs an education, instead of as a member of a race or class or socioeconomic group. Feter D. O'Bryan, airron Indian River County Board of County Commissioners 1801 27" Street, Building A Vero Beach, FL 32960 (772) 229,1490 tut -►4 1, �w �w Strategic Plan 2012-2018 Approved October 2012 Florida's State Board of Education Strategic Plan For the Public School System and The Florida College System `rya Contents FIOIAN's 5 ate Rward of Edieraflam Sra alegiv Nlan Introduction...........................,............................................................................................................................. 3 Ata Glance......................................................................................................................................................... 4 Mission................................................................................................................................................................ 6 Vision.................................................................................................................................................................. 6 StrategicGoals.................................................................................................................................................... 7 Strategiesand Tactics.... ............... ...................................................... -- ................................. . ........................ 9 Performanceindicators.....................................................................................,............................................... 10 Appendix A: Supplemental Department Performance Indicators.................................................................... 28 163 llilroduction A Roadmao for Education in Florida Fiurid a'ti Stair How d of Educalirin Stratrt;ie M911 Education is a priority in Florida. Our state's students and families deserve an education system that creates a culture of high expectations for present and future generations. Our great state has spent more than a decade developing cutting-edge accountability systems and quality assessments, while collecting valuable education data that prove our students' incredible progress. In 2014-15, more than 45 states, including Florida, will move to national education standards and assessments that are built around the Common Core Standards. The Common. Core will demand more from our students and they must be ,prepared to tackle the new material and tougher assessments that will measure how well they learn it. Advancing high -duality education for the'nexi generation of students is the primary responsibility of the Florida State Board of Education. This Strategic Plan offers a roadmap for Florida's education community that shows where we are, where we want to be, and haw we will get there. The best interest of our children is at stake, and we must challenge them to reach higher and realize their full potential. Florida students must know that they can graduate from high school and be prepared to compete for jobs, join a global workforce, make their dreams a reality — and become the strong leaders that we know they can be. Setting; objectives that will ensure the best access and opportunities for our state's diverse student population, while increasing educator effectiveness, raising standards, and deepening the level of school curriculum, are at the forefront of Florida's ambitious education agenda, The State Board of Education is authorized in Section 1001.02(3)(a), Florida Statute, to "adopt a strategic plan that specifies goals and objectives for the state's public schools and Florida College System institutions." Florida's education system includes the Florida Public School System and The Florida College System. This Strategic Plan outlines a five-year vision to support students from prekindergarten through college so they may achieve success in their careers and life. How will we ensure this? Progress toward this vision will be measured through performance indicators included in this plan. The State Board of Education will review and approve the plan annually. I. Highest Student Achievement 2. Seamless Articulation and Maximum Access 3. Skilled iWorliorce arab Economic Development 4. Quality Efcient Ser rices �W I 4 �w Iwo Vhca if'e Are �w �w Flurfdaa'% Mate lloart9 of Education strolegir P14aa In Florida. education is everything. We are fortunate to have a student -centered education system that is focused on expanding opportunities for learners at every level. Florida's parents also have the freedom to choose the educational path that is right for their child — one that focuses on preparing students for a successful future. Our state's innovative education system serves more than 3.5 million students, 4,200 public schools, 28 colleges, 188,000 educators, 47,000 college professors and administrators, and 318,000 full-time staff throughout the state. A national leader in school choice options, Florida is home to more than 570 charter schools, 480 magnet schools and programs, and 240 career academies. Our state operates more than 200 public virtual schools offering full- and part-time education programs to Florida's children; and, in 2011-12, more than 160,000 students participated in virtual education. The Florida Department of Education enhances the economic independence of Floridians through educational programs and services geared toward college, workforce education, jab -specific skills, and career development. Florida ranks first in the nation for teacher quality, first in the nation in advanced placement participation, and first in the southern region for graduation rate and degrees awarded by The .Florida College System, c. �w Ma ppillc Fritlr:FOJ.-n 3 ---el 0. Each county represents one of 67 K-12 school districts. There are also seven special school districts listed separately, 4 r. The numbers on the map correspond to the 28 colleges that- make up The Florida College System. Special Districts • Florida Schoo I For the Deaf and the Blind • Florida Virtual School. • FAMU Lab School • FAU Lab Schoozl • FSU Lab School • OF Lab School • Washington Sfrtxial Ae Florida College Sstern Institutions 1, Brevard Community College, Cocoa 2, Broward College, Fort Lauderdale I Chipola College, Marianna 4. College (if Central Florida, Ocala S. Daytona State College, Daytona Beach 6, Edison State College, Fort Myers 7. Florida State College at Jacksonville. Jacksonville 8. Florida Keys Community College, Key West 4. Gulf Coact State College, Panama City W. Hillsborough Community College, Tampa H. Indian River State College, Fort Picree 12. Florida Gateway College, Lake City 13, Lake -Sumter State College, Leesburg 14. State College of Florida, Manatee -Sarasota, Bradenton 15. Miami Dade College, Miami 16_ North Florida Community College, Madison 17. Northwest Florida State College, Nicevtlle 18. Palm Beach State College, Lake Worth 19, Pasco -Hernando Community College, Naw Pon Richey 20. Pensacola State College, Pensacola 21, Polk State College. Winter Haven 22, St. Johns River State College, Palatka 23. St. Petersburg College, St. Petersburg 24, Santa Fe {College, Gainesville 25, Seminole State College of Florida, Sanford 26. South Florida State College, Avon Park 27, Tallahassee Community College, Tallahassee 28, Valencia College, Orlando Florida's Start Board of 1:ducatior� Strategic flan L7 21 15 J 166 j PIoiidn's Sttilr RoAi d of F'ducaliun t �- Sn•ilrrKlr 1'rmaz Section 1008.3 1, Florida Statute, establishes the mission of Florida's education delivery system. The rnisrion of Florida's K-20 education system is to increase the Proficiency of all students within one seamless, of cient system, by allowing them the opportunity to expand their knowledge andskills through learning opportunities and research valued by students, parents, and communities. V!i -iojt To achieve the mission established in statute for Florida's education delivery system, the State Board of Education presents the fallowing vision statement. Florida will haiv an eicient world-class education systen, that engages and pr epares all students to be globally competitive fir college and careers. �W �. I .% , .:, - ; , e�! I, �; -. , , " 1 - 167 F'laricb's titati Board of Uducaian 5trafcy it l'IxRi Section 1008.3 1, Florida Statute, establishes four goals for Florida's education system. Each of these goals will be measured through the accountability system and progress will be documented through the performance indicators included in this Strategic Flan. I. Highest Student Achievement 2. Seamless Articulation and Maximum ,,4ccess I Skilled WorAforce and Economic Development 4. Quality Efficient Services The first three goals will be supported by the priorities approved by the State Board of Education that are aligned with VPK students, K-1 Z students in the public school system, teachers and leaders, school choice, and postsecondary students in The Florida College System. The fourth goal, Quality Fffcient Services, will support each priority and create an environment of high expectations. The priorities of the Florida Department of Education are shown in the following matrix. L 168 Priorities Strhfe�ir Plain 169 I z • Improve kindergart an readiness •Increase the percent age of Increase high school graduation EVand STEm-related educational students performing at grade rates opportunities in high-dernwd level areas • Ino cease st ud ent pal ici pat ion Improve college readiness Increase career and technical and performance in acoel era[ ad ed ucat i on opport unit les oourseoptiorks • Band digital education Improve adult edu= ion >N, programs in school dist h ct s fncrewa the percentage of Increase the percentageof effectiveand highly -effective effecUve and highly -effective principals t090hersal high. -minority, high - Poverty and lour -performing schools • Increase the percentage of Fbduoe, the number of out -of- eff ed i ve and h ighly-effect ive field tea&ersat high-minorily, teachers high -poverty and low-perform[rig, n schools Reduce the number of W -of - field teachers • Incr the percentage of SPand choice options for charter school students Students performing at grade level Improve charter W=[ performaxe Erk%re %pplemental Educational Service providers are high perfa r rn inp • Increase IDI lege readiness and success • Expand and maintain student access • Prepare students for careers 169 HnritWs :State ROMA of F:ducatioit St,-magic 11h11 In order to organize the efforts to achieve the goats and priorities of the Strategic Plan, the Department will draft a supplemental "Strategies and Tactics Work Plan" document. The strategies and tactics will support and be aligned to the goals and priorities of this plan, while providing additional information regarding the specific activities and efforts involved. L 170 I-iMida'+ Stan Board oi` Hjttc:sliqn �rrurc�;ir 1'ixn The following performance indicators will show the progress toward attaining each of the four goals of Florida's education system. Each performance indicator has been categorized under one of the four goals and aligned to the most applicable priority. This plan will include the current year's data for each performance indicator starting with 2011-12. Upon approval of the performance indicators and current year data, goals will be established and approved for each indicator. The goals and performance indicators are not static and will continue to evolve as the Strategic Plan is refined. Fl. ReK 12 Eludents - rbTformancela r. r •• 6 Priority: 1.1 Percentage of .12 ' 2t T 1t data Kridergarten Improve VWcompleters VF'Koompleters: 7WWoompleters: 31%a readiness kindergarten who score ready 76.89% F ady went s are readiness on both state Ondergarten tenon-aompleters: Viand FAIR readiness 61.70% Fbady assessments Non_VPK partidpant s L52.99% Peady Priority: 1.2 Percentage of RaWing: 57% Fbadmg: 83 /o Grade level is increase the studentssooring Math: 58% Math: 82% currently defined as percentage of at or above level 3 and above on students grade level on Wence. 50% fence: TBD FCAT2.0. performingat statewide gradelevei English 2017-18 goals Language Rr% correspond to targets science, and in thefederal ESFA mathematics waiver that Call for its cutting In half the percentage of studentssooring below grade level within six years. The goals will be reviewed in 2014-15 when the new statewide went system is implemented. 171 �w �w 1, PreK-128tudents 1.3 Percent age of student s soori ng at or above grade level on statewide E=nglish Language Arts, science, and mathematics assessments by subgroup to reduce the achievement lap 17-54 • American Indian 55% Asan 76% • Ba&African American 38°/0 • Hspanic 53% • white69% Eronomically Rsadvantaged 46% • Englis'h language Learners 33% • Studentswith Osabilitles2g% Math: • American Indian 58% • Asan 82% • BaclUAfrican American 40% • Hspanic6511/6 • white 68% • Economically Disadvantaged 48% • English Language Learners 41 % • 3udeniswith Uisabilities3211% Florida',, Sole Board of Fduciaimi .balk'& Pian • American Indian 82% • Asan 900/6 • IdlacJAfricanAmerican 74% • hispanic81% • White 88% • Economically Disadvantaged 78% • English Language Learners 7T/o • 3udentsvAth UisabiGties71% Math • American Indian 81% • Asian 92% • BaddAfrican American 74% • FispanicSO% • 'White 86% • Economicafly Dsadvantaged 78% • English Language Learners 740/6 • Students with Dsabilit ies 72% The ultimate goal of the gate Board of Education isthat 100 percent of students will perform at or above grade level in reading and math. Grade level is currently defined as Level 3 and above on FCAT 2.0. 2017-18 goals correspond to targets in the federal EEFA waaver that call for cutting in half the percentage of st udents scori ng below grade level within six years. The goals will be reviewed in 201415 when the new statewide assessment system is implemented. {bntinuing on this trajectory, all studentswill be proficient in reading and chat h by the 2022-23 stcxA year. ! ? tt�,3..-sa ti�rg� •�i ieiia. °u" i.' 172 �w I. fteK:12 3udents 1.4 Percentage of students scaring Level 4 and above on statewide a sments in read; ng and mathematics Priority: 11.5 Nimber and Increase percentage of student ninth -grade participation studentswho and WorfT ance, pasted a in aooeierated statewide high course options school credit bearing end-of- oourse exam prior to ninth grade 1.6 Percentage of A students completing at least one accelerated mechanism (AP, A DE� AICEor Industry Oartiflcation) * 2010-11 data Fbading: 31% Math: 36% 19% 43,374 of 228,617 20IG-11 data AP. 340/6 IIS 2% DE 14%v ACE 1 % Industry Okrtihcation: 12% Any M echanisrt: 45% Fadi ng: 560/o Math: 61% 1'i+n'irla's 4tatc r3srarsl u! iAltjCofion Str'afs•git Ylau The goals W 11 be reviewed in 2014-15 when the new statewide ass.,mment mem is implemented. THD Goal to be determined when more than one year of data isavailable Any Mechanism: 66% 173 r �rtti- 1. PreK 12 Students 1•l09-idn's 4iatt, Uwkrd ni Education Strategic 111a+t 174 1.7 Percentage of " 2010-11 data _ _ To be eligible for studentswho completed at AP 52% Any Mechanism 91 % postsecondary credit, least one lB 94% studentsmust earn a grade of 3 or above accelerated DE 97% on AH'AJC Eexam, course (AR IR AIC E 790/6 grade of Cor better in DF, AIC Eor Industry id Industry Certification: DE c curse, or passed Certification) 67% an industry certification exam. and were Any Mechanism: 70°/6 eliigiblefor the associated postsecondary credit Priority. 1.8 (Graduation Standard Diploma: Standard Diploma: New federal Increase, Fates 79.6% 92% graduation rate school Standard, gxdaJ and Standard, Si)eciai and graduation 5 year Diplomas: 5 year Diplomas rates - - 73.4% -� 94% Priority: 1.9Percentage of _ ' M-10 data � Post secondary _ � -- Improve high school Math: 53% readiness stan lord ooftec� graduates Fedi 62% means achieving a readiness meeting college r�Y scare � IlVritirx,�• 63°16 approved postsecondary In all 3 subjects; 47% In all 3 subjects 87% amessment. This readiness number may be low standard due to some students not having a score reported. Priority: 1.10 Student to 2.87.1 1:1 This includes deslacp Expand digtai computer ratio and mobile education computers combined acrossall grade levels (K-12) 174 (lllliw 1. PreK 12 ,qudents Data collection. will begin in 2012-13 2010-11 data 29% 97,524 of 342,632 2010-11 data 3.7% 29,084 of 784,922 students 2010-11 data Adult basic Education 3udents 25,1% 29,037 students 1390L,Students 34.7°/, 48,0184 students F`luriilsi's SIMV 136ald of Education Strotrkic Plan 33% Data will be 100/0 disaggregated by weight beginning in 2011-12. Adult Basic Education 3udents 29% f S udents; 35% Leaming gains are assessed based on pre- and post-test assessmentsof reading, mathematics, and language. 175 1.1 � P�rcentaige of scfiools meeting the minimum network bandwidth standards Priority: 1.12 Percentage of Expand STEM- wee' and related technical educational education (CTE) opportunities students enrolled in STEM A programs Priority: 1.13 Percentage of Increase high school career and studentsearning technical an industry educational certification opportunities Priority: 1.14 Percentage of Improve adult adult general education education progams studentswho demonstrate learning gains Data collection. will begin in 2012-13 2010-11 data 29% 97,524 of 342,632 2010-11 data 3.7% 29,084 of 784,922 students 2010-11 data Adult basic Education 3udents 25,1% 29,037 students 1390L,Students 34.7°/, 48,0184 students F`luriilsi's SIMV 136ald of Education Strotrkic Plan 33% Data will be 100/0 disaggregated by weight beginning in 2011-12. Adult Basic Education 3udents 29% f S udents; 35% Leaming gains are assessed based on pre- and post-test assessmentsof reading, mathematics, and language. 175 �w 9.00, Florida's Stott• Board of Lducalion 5tralci;ic flair 176 �W �W �W 2. Teachersand Leaders Priority. Increase the percentcw of effedive and highly effective prindpals 2.1 Number and percentage of effective and highly - effective principals at all elementary and secondary schools 2.2 Number and percentage of effective and highly - effective principals at high- minority schools ........... 2.3 Number and percentage of effective and highly - effective ive principals at high- poverty sdiools 2.4 The change in the percentage of classes taught by effective and highly - effective principals in Dand Fsdhools after three years E'it)3-i Ci7k S �t�iif Oita `d of F ducalow ' S(r.ltegit Phial TBD 7D Goal to be determined when more than one year of Bata is available TBD TBD Goal to be determined when more than one year of data is available TBD Tw Goal to be determined when more than one year of data is available TBD TBD Goal to be determined when more than one year of data isavailable 177 2. Teachersand Leaders HM ttia's Slarr Board of EAlicatinn Swale& 1112" Priority- 2.5 Number and Tffi TBD Coal to be determined increase the percentage of when more than one percentage of effective and highly- year of data is available effedive and effective teachers at i highly effect i ve all elementary and teachers secondary schools 2.6 Number and TBD _ THD Goal to be determined percentage of when more than one effective and highly- year of data is available effect i ve teachers at high- minority schools 2.7 Number and TBD TBD Goal to be determined percentage of when more than one effective and highly- year of data is available effective teachers at high- poverty schools 2.8 The change in the TED TBD Goal to be determined percentage of when more than one classes taught by year of data isavaiIable effective and highly - effective teachers in D and F schoolsafter three years 2.9 Number and THD TBD Goal to be determined percentage of SiEdl when more than one ooursestaught by year of data is available effective and highly - effective teachers _......... �.. _-__ _ __ _.T __..__ _-- - J- 178 0.1 I lorida's SOW Dowd of Uducaiiuu 2. Teadws and leaders '- • �s:eaGo'al .-Notes 12 tioled Priority: 2.10 Number and 94% 95% Fbduoethe percentage of 1,021,598 number of classestaught by in - out -of -field field teachersat all teachers elementary and secondary schools 2.11 Number and 94% W/o percentage of 255,796 classes taught by in- field teachers at I high -minority schools 2.12 Number and 94% 96°/0 percentage of 226,888 classes taught by in- field teachers at high -poverty schools 2.13 The change in the TBD TBD percentage of classestaught by in- field teachers in D and i= schools after three years 2.14 Number and 96% 97% percentage of STEM 378,558 classes taught by in- field teachers �w T I , I I � 1:7 , �� 0 11 �.� _,; t , 179 Ho)rifle°s Slaty Board of Ldt{cRurm Srraict;ic Plain 3. School Choice rf ► r- Ir: ►-4 ► o' f Priority:te 3.1 Percent � of Fading: �°do Fading: 83% x The goals mate the Increase the studentsattendinga Math: 62% Math: 82% targetsset in the federal percentage of garter school and EYA waiver. charter school scoring at or above %ence: 52% Science: TED The goals will be students grade level on reviewed in 2014-15 performing at statewide when the new statewide grade level assessments in a.ment system is English Language implemented. Arts, science and mathematic, 3.2 Percentage of Reading: 3411/o leading: 56% students attending a Math: 29% Math:. 61% charter school ging Level 4 or above on statewide assessments in Engl i sh Language Arts and mathematics Priority: 3.3 Number and 49% 70% Ensure SES percentage of high- 223 out of 459 providers are performing SES Excellent high providers performing Priority: 3.4 Number of charter T518 schools 829 schools 8.5% increase per year Expand choice schools for a total of 643°Jo optionsfor increase in the next six students years 180 Ftwidw'ji Slaft- Board ol Edocmiwi �W Sit Ategic PIAII 3. School Choice 3.5 Close the gap between the percentage of free - and -reduced lunch students smved by chartersand traditional public schools 3.6 Number of students enrolled in charter schools 3.7 Number of students participating in the Md<ayS:hoIarehlp program 3.8 Number of students part icipat ing in the Rodda Tax Oedit S:hoLwship program 3.9 Plarcentage af students attending a full-time Wtual program and scoring at or above grade level on statewide assamimentsin English Lviguage Arts, sdence, and mathematics 45% 1 55% 179,940 students 1 359,880 students 24,194 students 1 31,441 students 40,248students 1 100,620 student r, Fbaclinw. 71% Math., 55% 8jence: 58% R3ading: 83% Math: 82% 8jence:TBD 12.5%increase per year for a total of 100% increase in the next six years 5.381/oincream per year for a total of 30% increase in the next six years 14.87% increase per year for a total of 150% increase in the next six years The goals match the targets set in the federal BEFAwalver. The goalswill be reviewed in 2014-15 when the new statewide assessrrmt soem is implemented. �W - I I , % L � i � - - � ' . I . I I 181 �w �w �w 3. 10 Percentage of students enrolled in virtual education aaurses * 2010-11 data Part-time programs 3.84% Ril l --time programs 0.24% Part-time programs 5.q% Rill -time pea's 1.0% I larid x'a a I f mrd of Eduta,rion Sir:atcy;ir flan �rww�wrrwaw. }..' :. '.Fel � '' 4 � �: � •. 182 r LZ J 183 Florida's SUM lionrd of Education Sfrairgir Ian 4. Postsecondary Students 20 TL q Fliority: 4.1 Percent A. 2007-M data FCSplan benchmark 3.1 Increase developmental Mathematics Mathematics S 1001,03(16Xa) college education c ompleters 31.x/, 33.3% readiness who complete college- �sh gAlsh and suomm level course In same 62.4% 63.9% 6 subject with a"C° Mathematics& Mathexmatics& grade or above Within 2 EnGiish BVI yes 23.7% 24.8% 4.2 Number of Institutional Institutional FCSplan benchmark 3.2 institutional and rankings 128 rankings; 157 S 1001.03(16Xa) program rankings Program Program rankings: 56 rankings 84 4.3 Number of faculty 743 faculty 812 faculty FCSplan benchmark 3.3 receiving awards S 1001.03(16Xa) 4liiw - 201a 4.4 Pe=rcentage of students -1I data FCSplan benchmark 3.4 receiving federal, 52.7% 55.7% state, Ian—W, institutional, or other sources of grant aid 4.5 PkDantage of students ` 2010-11 data PCSplan benchmark 3.5� recelvingfederal SudentsFboehA SudentsPeoeivi S 1001.03(16Xa) student loads and Loans Loans average amount of 19.4% federal student loan 0 17.4fo aid received by AvverM Amount Average Amount undergraduate Of Loan Paxeyed of Loan FboBived students $5,418 $5,924 4.6 Cbhort default rate for ' 2 dwa " FCSplan benchmark 3.6 FCS 12.9p/° 10.711/6 S 1001.03(16Xa) r LZ J 183 �w �w 9. F'lw ida'S Stun Burd trf Educaliun Strategic Plan 4. PbstsDwndary Rudents Curren 0 7-18 Goal Notes,Rerf (201112 UO J��6 4.7 %tention rates ' Fal 2WN'OriM 2011 FCSplan benchmark 3.7 AA Retention AA Retention S 1001.43(16Xa) Fete: 66.7% Fate: 70.8% AASASFbtention AA9'AS%ention Rate; 58.8% Fete: 63.2% 4.8 Number of degrees ' 2010-11 a F Splan benchmark 3.8 and certificates 93,285 124,596 awarded 4.9 Graduation rate for • 2WO-11 data FCSpIan benchmark 3.9 first-time college 35.09/cof0bhort 36.90/6of CDhort S 1001.03(16Xa) students (1 50%time) Graduatein 750/o Graduatein 15/0 time time 4.14 Average time and • 2009-10 data F"CSpIan benchmark credit to asmdate Tim to Desx ee Time to QMee 3.16 degree Accelerated Accelerated S 1001.03(16Xa) students students 2.6 2.8 years yes bion-Ar Werated hon-Accelerated Sudenfs 4.4 Sudents 4.2 YeM Years Credit to Dem C_redlt to 17egee Aooelerated Accelerated students 73 students 68 credits credits Non-Accelerated hon-Accelerated students 78 Sudents; 73 credits credits 184 4iiw 4. FbstseoondaryStudents 4.11 Transfer rates of associate degree g'aduateswho transfer within two years to the upper division at a Horida College S4em institution or state university 4.12 Percentage of students t aki ng and passing lioensure exams Priority. 4.13 Number of high sdx)d Maintain students participating affordability in dual enrollment and aaoew 4.14 Number of students enrolled in college credit courses in the FCSdisaggregated by age range 4.15 Percentage of students who enroll in the FCS in the year following high school graduation ' 2008-09 Qrwletem Transfers enroll ed In SJS 50.7% Transfers in Ptd upW division 7.6% ' 201411 data NC] B( -RN l 2 'stared Nurse 89.7%(4,214) N(1EXPN Practical Nurse 88.6°/x(569) ' 2010.11 data 46,083 students Statewide Overall: 478,130 Under 18-21 225,951 22-29135,187 30-39 64,014 40-64 51,777 Other 1,201 2M -11 Beta 35.5% Transfers enrolled Lin 53.7% Transfers in FIGS upper division 15.4% NCLQ�FIN ��stered Nurse] 90.7% 58,782 students Statewide Overall: 505,532 Under 18-21, 240,573 22-29,136,399 30-39, 71,346 40-64, 56,ow Other, 1,207 37.6% Florid-I'l- SU Jv hoard of L.ducnriun 5u hivgie PiAn FCSplan benchmark 3.11 S 1001.03(16)(x) FCSplan benchmark 3.12 S 1001.03(16Xa) FCSplan benchmark 1.1 FCSplan benchmark 1.2 FCSplan benchmark 1.3.1 185 FI(Prida'% SInlc Ron rd raf t,ducafirn SIrafcy:ir flan 4. Postseoondarry Students 4.16 Of studentswho enroll in the year following high school graduation, Percentage of minority students 4.17 Of studentswho enroll in the year following high school graduation, percentage of low- income students 4.18 PL-rcentage of degree - seeking students classified asnon- Rorlda residentsfor tuition purposes 4.19 Average net price of attending a FCS institution 4.20 Number of students enrolled in community education programs FCS plan benchmark 54.1% 59.5% 1 1.3.2 64.2% ' 2010-11 data 3.7°Ira 2009-10 data $6,511 ` 2010-11 data (bntinuing Workforce Education: 151,948 Fbc rection and Leisure: 57,761 FCSplan benchmark 65.8% 1.3.3 FCSplan benchmark 1 A 4.9% FCSplan benchmark 1.5 Tuition remains level. $6,511 Rate funds cover inflation and cost increases, Cbntinuing Workforce Education: 182,992 Recreation and Leisure. 63,466 FCSplan benchmark 1.6 186 t'loridu's SuIv fWaril of I-Auntion s' 4ir�tet�ic f'ta�s 4. Floste8condary Students t e sr.or 20 7 BGbal:'�­►. (2DI 1 -12 Unless R�iori#y: 4,21 l�roen#age of ' 2LUU-10 data FCS plan benchmark 4.1 Prepare for graduatesfound Statewide C wall: Statewide CNwall: 5 1001.03(16Xa) careers employed in Florida 65.0% 72.9% within one year of college completion Carew Queer disaaegated by CBrtificate: 76.7% CiertlfiWe. 84.5% clertifirateldegree type College Credit Cb4"e Gedi t Cbriificaie: 72.7% Certificate: 82.0% AAS 83.3% AAS 87.2% AS 86.3% AS 91.2% A4 53.0%, AA 58.2% BxWom 88.2% Bachelors 91.7% 4.22 Aver w of ` 2W&10 data FCS plan benchmark 4.2 college graduates Statewide Overall: Satewide Overall: found employed in $40,731 $43,238 Rorlda within one year of college completion Career Clortiflcate: Career Certificate: disaggregated by $37,984 $40,819 certificate/ degree type Cbllege credit Cbllege O'edit 03rtif€cte, $37,184 03rtificate, $39,471 AAS $41,732 AAS $44,300 AS $46,604 AS $49,471 AR $31,948 AA $33,913 Bachelors $48,936 Bad`relors $51,M 4.23 Peroentage of school • 2010-11 data district postseoondary certificate program i completersfeund 59.7% 70.0% employed in Florida within one year of completion 4.24 Percentage of school ' 201011 data district post%wndary certificate program enrollesswho earn an 11.0°/0 1$.0°k indust oertification �W 187 Jr. Quality Efficient Services Fk)rida`s 4iali Board of Eduratim Sfrafi•,gic r'fan The fourth goal of Florida's education system is quality efficient services. The three main goals and corresponding priorities of this plan are supported through efforts to achieve quality efficient services. Section 1008.31, Florida Statutes, specifies that these efforts will be measured by evidence of return on investment, While a return on investment indicator for public school districts has historically been available, the methodology of this calculation is being revised to accommodate the transition to district grade points. When the revised return on investment indicator is finalized and approved by the State Board of Education, it will be added to this plan. In addition, plans are being developed to measure return on investment for all other education sectors. 188 Lq CX her Department of Education Functions Priority: A 1. Number of blind service Increase customers placed in employment competitive employment outoornesfor (at or above minimum Vocational wage) Pehabllitation and Blind A 2. Number of blind vending Services food service facilities customers l supporting employed blind vendors A 3. Number of individuals eating the Vocational %habilitation program who achieved an employment A 4. Of the individualswho achieved employment from the vocational rehabilitation program, the percentage who exit with earnings equival ent to at least minimum wage 708 Individuals 147 facilities 6,071 employed customers 9[).4°10 Hurida's Stats Board (it [Aticxtiun Sp'ntrKir Yfan 766 Individuals 155 fadlities 6,800 91% 189 �w �bw wrL� z -0 _ a n j W aC Z 4 0 H V cc d � D= oU 2 � Q Ln 5 190 Background No Child Left Behind Act of 2001 (NCLB) NCLB established Adequate Yearly Progress (AYP) in order to measure schools and districts toward enabling all students to meet the State's academic achievement standards. AYP measurements targeted the performance and participation of the following subgroups: All American Indian Asian Black or African American Hispanic White Economically Disadvantaged - eligible for free or reduced price lunch (ED) English Language Learners (ELL) Students with Disabilities {SWD) The goal of NCILB was to have 100 percent of students in each subgroup proficient 4y 2013-14. Background AYP Proficiency Targets The state set annual objectives for all schools and districts that identified the percentage of students who must be proficient in reading and math, based on the goal of 100% proficiency by 2013-14. All students, as well as the 8 identified subgroups, were required to meet the proficiency target in order for a school to make AYR State Proficiency Targets School Years Percent Proficient Reading Math 2001-02 through 2003 -CD4 31 38 2004-05 through 20UB-07 48 53 2007-08 through 2009-10 65 gg 2010-11 through 2012-13 82 83 2013-14 100 100 3/4/2014 1 191 Then - Dual Accountability Systems Federal Accountability State Accountability No Child Left Behind AYP School Grades { 10M. proficiency for all subgroups Proficiency and Learning Gains for all students; with focus on lowest performing 25% ESEA waiver granted for Florida to use only one accountability system: School Grades Required to include subgroups in School Grading systern 4 Annual Measurable Objectives (AMOs) were established for each subgroup with the goal of decreasing the percentage of non -proficient students by 50% over six years. �W 3/4/2014 K 192 �w Annual Measureable Objectives (AMOs) All schools and subgroups are evaluated to determine whether they meet their annual measurable objectives (AMOs) for proficiency in reading and math. AMO targets use 2010-11 as the baseline year AMO targets are set for all students and each subgroup AMO targets are used to show whether the subgroup is making enough progress in the current year to be "on track" to reduce its percentage of non -proficient students by 50% in six years (2015-17) Y Safe Harbor made if percentage of non -proficient students is reduced by 20% Comparison of AYP and AMOs ll Subgroups All, American Indian, Asian, Black, Hispanic, The same subgroups White, EO, ELL, and SWD Goal 100% proficiency by 2013-14 for all subgroups Decrease the percentage of non -proficient students by 50% over six year (2011 to 2017) Safe Harbor Reduce the proportion of non -proficient students Same in a subgroup by at -least 10% from the prior year. Penalties Depended on how many consecutive years the school did not make AYP (from 2-5 Years). • Must develop a 2 year plan to "turn around" the school Students are given the option to transfer to a higher performing school within the district Schools must provide supplemental educational services Replacement of staff • New curriculum • Hire private management contractor AMOs are reported, but rewards and penalties are all tied to the School Grade. 3/4/2014 193 iiiiw AMO Targets y A separate target is set for each school and subgroup. Y The AML) target for each year equals the percentage of students scoring proficient in 2010-2011 plus: Y2 of the percentage of non -proficient students in 2010-2011 divided by 6, times the number of years. Example: 2010-2011 % Proficient in Reeding for SubgroupA = 40% Percent non -proficient= 60% • 'h of percent iron -proficient = 60°% x .5 = 30% of percent non -proficient (30%) divided by 6 (# of years) = 5°% per year ■ Proficiency target for 2016-17 = 40% + 30% = 70% o Target for 2011-12 = 40°% + (5% x 1). or 5°% z; 45% • Target for 2012-13 = 40°% + (5% x 2), or 10"% = 50% o Target for 2013-14 = 40°% + (5°% x 3), or 15% = 55% o Target for 2014-15 = 40%+ (5% x 4), or 20% = 60°% o Target for 2015-16 = 40°% + (5°% x 5), or 25% = 65°% • Target for 2016-17 = 40% + (5% x 6), or 30% = 70°% �w O.0 1°. nwsru..e Nana ""a � Progress in Closing the Achievement Gap.� �1 Reading - Percent Level 3 and Above - All '""'""R 00% f 10% 30% 60%1 -- -. _ w 07 JOX - ---- — ..- - -- 7 70% 2011 2012 2013 2014 2015 2016 2017 Baseline AN Goat 3/4/2014 4 194 �w e 1. 1. 1" s.huW Dise,w-r v1 rna.n��m�Wooy Pro res.s in ciosin the Achievement Gap g u• —.d "" Reading - Percent Level 3 and Above - ALL Reading - Percent Level 3 n� and Above -All 7e0X 1 eex � i'r. •. ..rpt" f .+:,4 _.. _ .. ...... ,.�._.__ 2011 2012 2013 2014 2013 2010 2017 - - ©Ai 2011 2012 2013 2014 2015 2076 21"7 cw 3/4/2014 5 195 °�d=•n Progress in Closing the Achievement Gap Reading - Percent Level 3 and Above - ALL 1 i'r. •. ..rpt" f .+:,4 _.. _ .. ...... ,.�._.__ 2011 2012 2013 2014 2013 2010 2017 - - ©Ai cw 3/4/2014 5 195 Mi D.I. 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W arr Q2 LM CL d\ O O 4 P OQ G7 0 2 to 0 0 f cp r C7 N r Q N U U j C ITS ZL 220 R T (4 4) 4 E to .4) a _0 C 5 U Z L 0 0 CL O CD co QD in � gym'} N ►�— O r 221 �w �w N 1 rl ca a uj E 1 tipv RENOm Q � .� c) Y/ fwl 0 rr� Lim .� CL t od co L a Low IL 14 :V m Qi bA m .j s VI W J «J LLJ 222 �w �w CL m ■CD 0 a 4) V e/w�wyr J c 1iI L L a cv N 0 T- U)' c O O y o im cc I` w in et M N �' 223 CL w C) �4c i� d3 LU E 1 Gi Q co a V � a. ■ter J L 0 ICL ral -6cz oz u U r� 6 ' b ULn to IrlC r- c� N 7 V 0 LU m c rI :j v w O n 0 t v m N 4 v w 224 .� 0-A INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Joseph A. Baird, County Administrator DEPARTMENT HEAD CONCURRENCE Stan Boling, AICP, o unity Development Director FROM: Sasan Rohani, AICP*1 Chief, Long -Range Planning DATE: March 18, 2414 SUBJECT: Notice of Scheduled Public Hearings for Upcoming Board Meetings It is requested that the following information be given formal consideration by the Board of County Commissioners at its regular meeting of April 1, 2414. DESCRIPTION AND CONDITIONS: Please be advised that the following public hearing items have been scheduled for Board consideration: April 15, 2014 1. Grand Harbor Community Association Inc., & GH Vero Beach Development, LLC's Request for a Comprehensive Plan Future Land Use Map Amendment to Redesignate ± 8.3 Acres Located at the Southwest Corner of Indian River Blvd. and Grand Harbor Blvd. from CA to M-1, and to Rezone those ±8.34 Acres from CG to RM -6; and to Simultaneously Redesignate ± 8.34 Acres Located at the Southeast Corner of Indian River Blvd. and 53rd Street from M-1 to CII, and to Rezone those t 8.3 Acres from RM -6 to CG (Legislative and Quasi -Judicial final public hearing). 2. Consideration of an Ordinance to Amend County Code Chapter 308, Indian River County Housing Assistance Program (Legislative). F \Community DevelopmcnAComprehensive Pian Land Use Amen dments\Gran d Harbor land use swap 2013 - LUDA - 27Mtaff reporiWC Notice of final Public Hearings April 1, 1014.doc 225 �w �w RECOMMENDATION: The above referenced public hearing items are provided for the Board's information. No action is needed at this time. APPROVED AGENDA ITEM: FOR: BY Indian River Co. Approved Date Admin.! J y Lego] Budget 131 Dept, 3 18 Risk Mgr. F: Community Development\Comprehensive Plan Land Use AmendmentslGrand Harbor land use swap 2013 - LUDA - 279staff report\BCC Notice of final Public Hearings April 1, 1014.doc —2-26- INDIAN RIVER COUNTY, FLORIDA MEMORANDUM M TO: Joseph A. Baird, County Administrator DEPARTMENT HEAD CONCURRENCE Stan Boling, AICD; o unity Development Director FROM: Phillip J. Matson, AIC MPO Staff Director DATE: March 24, 2014 SUBJECT: Status Report on All Aboard Florida Passenger Rail Proposal It is requested that the information presented herein be given formal consideration by the Indian River County Board of County Commissioners at its meeting of April 1, 2014. SUMMARY All Aboard Florida (AAF), a subsidiary of Florida East Coast Industries (FECI), is planning to resume passenger rail service between Miami and Orlando within the FEC corridor. Because the proposal will be using a Federal Rail Administration loan, AAF is required to prepare and submit an Environmental Impact Statement (EIS). In the EIS, AAF will identify potential impacts to the natural environment and the population within the corridor. Staff is currently engaged in a number of activities to ensure that the interests of Indian River County are considered in the EIS process and is also working with local partners and AAF to identify projects such as "Quiet Zones" that can mitigate or lessen potential project impacts. Under federal rules, a comment period of 45 days must follow the release of the initial (draft) EIS. Staff recommends that the Board of County Commissioners request that the Federal Rail Administration grant an additional 45 days for conuanenting on the initial EIS due to the complexity of the proposed new service. DESCRIPTION, CONDITIONS AND ANALYSIS All Aboard Florida (AAF), a subsidiary of Florida East Coast Industries (FECI), is planning to introduce high-speed passenger rail service between Miami and Orlando within the FEC corridor. The proposed service has prompted safety and quality -of -life concerns among many County residents. While the proposed service will be privately funded, AAF nonetheless r wishes to obtain a low-interest Federal Rail Administration (FRA) loan to make capital improvements (such as building new track and building stations) that are necessary to begin ��V��n��r �..MM.nMnWn.VMf(MMxuyaVKC1M»WP4e. W an. A4e+.�F�y�M 4n..r,�n A.il0.wu.i Niw tlr P 1. 227 operating. This, in turn, obligates AAF to submit an Environmental Impact Statement (EIS) to the federal government. Staff is currently engaged in a number of activities to ensure that the interests of Indian River County are considered in the EIS process and is also working with local partners and AAF to identify projects such as development/establishment of "Quiet Zones" that can mitigate or lessen potential project impacts. A brief summary of staff activities to date is as follows. 9 Environmental Impact Statement Review Federal guidance indicates that many of the areas of local concern will be identified and addressed in the EIS process. These areas include impacts on endangered species; local traffic circulation; public health and safety; historic resources•, and quality of life (from a noise and vibration standpoint). Since many of those review areas require specialized expertise, the Indian River County Public Works Department is in the process of obtaining a consultant to review All Aboard Florida's EIS as it pertains to Indian River County. The consultant will also help the Public Works Department in evaluating development/establishment of Quiet Zones and other infrastructure improvements that benefit Indian River County. 9 Quiet Zones and Crossing Improvements AAF has indicated that it would make safety improvements at crossings at its own expense but it would not be responsible for "Quiet Zone" improvements (i.e. those improvements needed in order for the train to refrain from sounding its horn at crossings). In response, staff is exploring a number of funding options for Quiet Zone improvements at the crossings. For example, staff has coordinated with the Martin and St. Lucie MPOrs to utilize regional Transportation Regional Incentive Program (TRIP) funding for future Quiet Zone improvements. And the Treasure Coast Regional Planning Council (TCRPC) has discussed the possibility of applying for a multi -county TIGER (Transportation Infrastructure Generating Economic Recovery) grant to pay for Quiet Zone improvements throughout the Treasure Coast. 9 Coordination Efforts The Indian River County MPO is a countywide forum for developing transportation plans and discussing issues of interest to all jurisdictions in the County. In the past, representatives of AAF have made presentations to the Indian River County MPO regarding future passenger rail plans. Recently, the MPO board directed staff to include a recurring "All Aboard Florida Update/Discussion" agenda item in order to keep the board appraised of the latest developments regarding the proposal. The Indian River County Public Works Department is coordinating with FECI and AAF regarding traffic impacts, grade crossing improvements, fiber optic lines, and pedestrian crossings at all 32 railroad crossings in Indian River County, including crossings located in other jurisdicdous (such as the City of Vera Beach and the City of Sebastian). MPC) Staff has been directed to coordinate with the City of Vero Beach High Speed Rail Commission to share information and serve as a liaison between the Commission, the MP©, f:\cawiwwif��emamM1N..�4MA6LM.e�;y�19((510�t1�ne.v. e�AiiMwieswid. h��.niry Wwmo�.i&W ex 228 and the Board of County Commissioners with respect to establishing policies and coordinating efforts between the jurisdictions. Finally, staff has been coordinating with the Treasure Coast Regional Planning Council (TCRPC). At a recent TCRPC meeting, TCRPC staff noted that all communities in the region would incur substantial costs and impacts from the proposal. Consequently, the TCRPC voted to transmit a number of comments to the Federal Rail Administration in advance of the AAF Environmental Impact Statement. Included in the comments were a request for Quiet Zone and other engineering improvements; mitigation for bridge crossings; and a request for a commitment for future Treasure Coast rail passenger service (see attachment It 1). According to federal law, all local governments are entitled to review and comment on the EIS during two public comment periods consisting of an initial 45 day continent period after the draft EIS is published and a 30 day comment period after the final IMS is published (see attachment #2). The normal comment period that follows the release of an initial draft EIS is 45 days. However, in instances where there is "good cause", such as an unusually complex review, up to 45 additional days for commenting may be granted by the federal government. Staff feels that the complexity of the proposed project warrants additional time for review, which is an opinion shared by the majority of jurisdictions in the All Aboard Florida corridor. Therefore, the BCC should consider requesting that the FRA grant 45 additional days for the initial comment period. RECOMMENDATION Staff recommends that the Board of County Commissioners request that the Federal Rail Administration grant an additional 45 days for commenting on the initial (draft) EIS due to the complexity of the proposed new service. ATTACHMENT 1. TCRPC Staff Report for 3/21/14 RPC Meeting 2. March 17, 2014 email from Kim Delaney, Treasure Coast Regional Planning Council (TCRPC) to Joe Baird re .AAF Environmental Impact Statement Process, Summary, and Timing Indian River Co. Approved Date Admin. -171 Legal Budget Dept. Risk Mgr. APPROVED AGENDA ITEM; FOR:0121- 1 PIT 229 �w DRAFT Subject to modifications TREASURE COAST REGIONAL PLANNING COUNCIL MEMORANDUM To: Council Members AGENDA ITEM 14 From: Staff Date: March 21, 20I4 Council Meeting Subject: Ali Aboard Florida Update Introduction The purpose of this item is to provide an opportunity for Council to receive an update regarding various activities related to the Florida East Coast Industries' (FECI) proposed All Aboard Florida (AAF) project. The project is intended to provide new high-speed intercity express service between Miami and Orlando on the Florida East Coast (FEC) rail corridor. This item includes an overview of the permit process and summary of potential measures to mitigate local and regional impacts. Background In 2412, FECI introduced a proposal for a privately -funded service known as All Aboard Florida, which proposes new intercity express rail service between downtown Miami and Orlando, with additional stations in downtown Fort Lauderdale and downtown West Palm Beach. The project has been the subject of extensive Council and local government discussion since its announcement. As currently envisioned, the project would provide sixteen daily round-trip trains, totaling 32 additional trains on the corridor with maximum speeds of 79 MPH south of West Palm Beach, 114 MPH between West Palm Beach and Cocoa, and 125 MPH from Cocoa to Orlando. The FEC rail corridor is proposed to also continue carrying freight service, which is projected to increase over time. Although the rail corridor is privately owned, it is included in the Florida Department of Transportation (FDOT) Strategic Intermodal System, which prioritizes it for statewide transportation funding to advance economic competitiveness and duality of life. Permit Review Process FECI has applied for a "Railroad Improvement and Investment Fund" loan from the Federal Railroad Administration (FRA), which requires an Environmental Impact Statement (EIS) be prepared by the FRA. Although the details of the loan application are not published, FECI representatives have previously estimated project costs at approximately $1.5 billion. The EIS will be prepared in accordance with the National Environmental Policy Act (NEPA) and other Federal regulations, and it will incorporate documentation provided by FECI. When private railroads own the right-of-way upon which tracks will be constructed, environmental compliance ATTACHMENT I 230 DRAFT Subject to modifications is required with applicable Federal and State laws. However, no additional permitting from FRA is typically required. The FRA anticipates publishing a draft EIS this Spring, which will initiate a public comment period of 45 days or longer at the discretion of the FRA. The FRA will schedule up to six workshops along the corridor. Public comment can be provided at the workshops or via US mail or email. After receipt of comments, FRA will publish a final EIS, followed by publication of a "Record of Decision," which will recommend a preferred alternative. Evaluation The reintroduction of passenger rail service on the Florida East Coast rail corridor has been a long-standing regional priority that can provide improved mobility and varied economic and environmental benefits. However, the service as currently proposed concentrates public benefits in communities where stations are planned (West Palm Beach, Fort Lauderdale, Miami, and Orlando), bypassing the three northern counties entirely. All local governments along the corridor will have costs and impacts of different forms. There are modifications to the project and ancillary activities that could more fairly distribute benefits throughout the corridor and lessen impacts to local governments. Each of these is described below. (1) Additional Passenger Rail Stations Access to passenger rail service is the key benefit the AAF project can provide to the Treasure Coast Region. FECI has indicated it intends to initiate the AAF service with only four new stations — in West Palm Beach, Fort Lauderdale, Miami, and Orlando. No stations are currently proposed for Martin, St. Lucie, or Indian River counties. To expand the benefits of passenger rail service, the following mitigating measures are suggested: • Advance the Amtrak/FEC Corridor Proiect: Currently funded in the FDOT Five - Year Work Program, the Amtrak/FEC project has previously identified station locations in Stuart, Fort Fierce, and Vero Beach which could also accommodate AAF trains. FECI, FDOT, Amtrak, and local governments should work together to enable the Amtrak/FEC project to be constructed concurrent with the AAF project, Add Additional AAF Stops in Stuart -Fort Pierce and Vero Beach: The most meaningful benefit the AAF project can offer to the Treasure Coast is its ability to provide connections within the communities it passes through. To more fairly distribute the project's benefits, FECI, FDOT and local governments should work together to evaluate ways in which additional stops can be added in Stuart, Fort Pierce, and Vero Beach as part of AAF's initial service pattern. The introduction of regularly scheduled AAF service three or four times daily in these smaller communities, in addition to the Amtrak intercity service, would provide significant connectivity and expanded market potential. (2) Grade CrossinLx Improvements and Quiet sones To accommodate both passenger and freight service in the corridor, FECI is proposing to install a second track from Miami to Cocoa within FEC's current right-of-way, which 2 231 DRAFT ( Subject to modifications fir' will require reconstruction of the 352 existing grade crossings. FECI has completed diagnostic field reviews from Miami -Dade to Martin County to determine anticipated safety improvements, with field reviews for the remaining counties anticipated later this spring. Although not necessarily required by current grade crossing agreements, FECI has indicated it will fund the cost of all safety improvements necessary for the operation of the proposed AAF service. The added safety improvements and equipment to be installed by FECI will help in achieving quiet zone designations at locally selected grade crossings, Many communities along the corridor have prioritized quiet zones, where no train horns must be sounded due to more extensive safety equipment, At the request of the Palm Beach and Broward Metropolitan Planning Organizations (MPOs), FECI and FDOT are working collaborativeIy in support of a TIGER grant to fund quiet zone safety infrastructure in these two counties. A similar effort has not been initiated by the northern MPOsITPOs thus far. To reduce costs to local governments and improve conditions along the FEC corridor, the following mitigating measures are suggested: Provide FDOT Funding for Quiet Zone Construction Costs: It is expected that additional infrastructure will be required at many grade crossings to increase the safety rating sufficient for quiet zone designation. FDOT and local governments should work together to identify appropriate sources of transportation funding (e.g., Strategic Intermodal System, Transportation Regional Incentive Program (TRIP) funds) to fill the quiet zone funding gap, thereby relieving local governments of this financial obligation. • Provide FECI and FDOT „Support for Quiet Zone TIGER Grant for Martin, St. Lucie, and Indian River Counties: To help fund quiet zones, the Palm Beach and Broward MPOs are working with local governments, in collaboration with FECI and FDOT, to submit a TIGER grant application in April 2014. Each of these MPOs has allocated local funding towards this effort, totaling $8.6 million. The northern MPOITPOs have more limited funding but will receive larger project impacts. FDOT and FECI should work together with Iocal governments and the MPO/TPOs in Martin, St. Lucie, and Indian River counties to provide sufficient funding to enable a TIGER grant for all five counties for quiet zone infrastructure costs. Brevard County's Space Coast TPO should also be considered a partner in the TIGER grant application. Provide FECI Support for Installation of Safe Pedestrian Pathwa s at All Grade Crossings: The higher speed and more frequent train service proposed by FECI creates a heightened demand for safe pedestrian pathways at legal grade crossings to discourage illegal pedestrian trespassing across the rail corridor. In addition to the installation of pedestrian barriers as necessary, FECI, FDOT, and local governments should work together to identify measures by which sidewalks can be incorporated into the project as part of the corridor safety improvements. This would reduce the capital cost burden to local governments. • Establish Consistent, Predicable, and Reasonable FECI Grade Crossing Fee Schedule for Local Governments, Each of the 352 grade crossings between Cocoa and Miami is governed by an independent grade crossing agreement. Reviews of agreements 232 DRAFT Subject to modifications have indicated the terms between FEC and local governments are inconsistent. Further, FEC rate increases are unpredictable, causing financial burden for local governments. FECI should work with local governments to establish a consistent, predictable, and reasonable schedule of costs for all grade crossings, with long-term cost projections, to reduce costs to local governments and enable more informed budgeting. Request Clarification on "Sealed Corridor" Requirements: FECI proposes to operate the AAF service from West Palm Beach north to Cocoa at speeds up to 110 MPH, which requires additional safety requirements that have been referred to by FRA as a sealed corridor. FRA has implied a sealed corridor would require most of the safety infrastructure necessary to establish a quiet zone; however, there is no FRA documentation clearly defining these requirements. Concerns have been raised in the region regarding fencing or other pedestrian barriers to prevent trespassing in the rail corridor. The FRA should provide a clear definition of what is required within a sealed corridor and how it relates to the establishment of quiet zones. (3) Mitigation of Railroad Bridge and Marine NaviLyation Conflicts The FEC rail corridor crosses several significant waterways between Cocoa and Miami, and there are three movable bridges on the rail corridor. Unlike vehicular bridges which can accommodate many boats while closed, a great deal of boating traffic cannot traverse railroad bridges when closed to accommodate a train crossing. This limitation spreads the project's navigational impact across a larger segment of the boating public. Although the Code of Federal Regulations (CFR) permits a longer bridge closing, FECI indicates AAF project improvements will reduce bridge closure time for passenger trains to twelve minutes in ideal conditions. Bridge closure time would be several minutes longer for freight trains. The CFR places no limit on the number of times the bridges may be closed to accommodate the passage of trains. In Fort Lauderdale, FECI representatives have indicated the New River Bridge will remain double -tracked, and a bridge tender will be stationed there. FECI has indicated it will arrange the AAF service schedule such that the northbound and southbound trains will cross the bridge simultaneously, reducing bridge closings to only once per hour. The two bridges in the Treasure Coast Region will be impacted more severely by the AAF project, as each bridge would be required to close twice per hour (once each for hourly northbound and southbound trains), plus additional closures for freight trains moving independent of passenger trains, The Loxahatchee River Bridge in Jupiter/Tequesta is proposed to be double -tracked as it was historically. Properties west of the bridge include varied residential, recreational, and cultural uses. The Loxahatchee River Bridge also provides exclusive public safety access inland for the Village of Tequesta's advanced life support vessel, which is docked east of the bridge. The St. Lucie River Bridge in Stuart is proposed to remain a single-track bridge as it was originally constructed, and the track immediately north of the bridge includes two nearly 4 233 DRAFT Subject to modifications 90 -degree bends in its alignment. The St. Lucie River is also Okeechobee Waterway,which a component of the provides a cross -Florida connection through Lake Okeechobee to Fort Myers. Waterfront lands are more extensive and diverse west of the St. Lucie River Bridge, including residential, commercial, industrial, recreational, and cultural uses in Martin and St. Lucie counties. The bridge also provides access to designated community redevelopment areas in "Old Palm City" and Indiantown, where a recent state Enterprise Zone designation was secured to support marine commercial activity. Roadway networks adjacent to the bridges are well-defined, with numerous grade crossings in close proximity, intensifying the need to ensure smooth bridge operations as well as appropriate staging areas for trains awaiting bridge closings. Significant public concerns have been raised regarding impacts to marine navigation, boating and public safety, property values, emergency response and quality of life impacts. To reduce these impacts, the following mitigating measures are suggested: S chronize Passers er and Frei ht Schedules to Reduce Bride Closures: The addition of thirty-two passenger trains daily to existing freight traffic on the FEC rail corridor will present a significant conflict for marine navigation. With the introduction of "Positive Train Control," FECI has indicated rail service can be operated more efficiently and with greater synchronization. The project's potential impacts on these two bridges extend well beyond the communities in which the bridges are located, as they provide access both for recreational and commercial users on both sides of the bridges. FECI, FDOT, local governments, and marine interests should work together to explore ways in which passenger and freight service schedules can be synchronized such that the railroad bridges are only required to close once to accommodate crossings by passenger and freight trains simultaneously or in sequence. FECI should work closely with local governments to locate sidings such that approaching trains may be staged without interference to vehicular traffic to enable two trains to cross with one closure. Establish Limits on Maximum Bride Closure Time; The Federal Code of Regulations regarding the Loxahatchee River and St. Lucie River bridges presume the draw spans are "normally in the fully open position" (CFR § 117.299 and CFR §117.317). The proposed operation of nearly fifty daily trains will not allow the bridges to remain "normally" open. To maximize passage for the boating public through the railroad bridges, FECI, U.S. Coast Guard, local governments, and marine interests should work together to evaluate and develop revisions to the CFR for Loxahatchee and St. Lucie River bridge regulations that more fairly balance the navigational needs of the public with the needs of the railroad. • Establish On -Site Bridge Tenders; Given the proposed AAF schedule and anticipated number of bridge closings, a high degree of human surveillance should be provided at the railroad bridges, especially during peak boating tunes (e.g., weekends, holidays). FECI, U.S. Coast Guard, and local governments should work together to identify �w 234 DRAFT Subject to modifications appropriate staffing hours, communications, and locations for bridge tenders to be provided at the Loxahatchee and St. Lucie River bridges. Modernize Bride Mechanisms and Structures: The additional demand proposed by the AAF project on the antiquated Loxahatchee River and St. Lucie River bridges could cause rapid deterioration of the bridge machinery and substructure. A detailed analysis of both bridges should be conducted to identify long-term needs, and FECI, U.S. Coast Guard, and local governments should work together to determine key mechanical and structural components needing modernization to ensure continued safe and reliable operation. Provide Funding for Second Police/Fire Reponse Vessel and Dockage: Because the Loxahatchee Diver bridge provides exclusive access for the Village of Tequesta advanced life safety vessel, FECI and FDOT should work with the Village of Tequesta to assist in securing a new dock location and support the purchase of a second life safety vessel to be located west of the Loxahatchee River bridge. * Provide FDOT Funding for Long -'Perm Bridge Reconstruction: As part of the FDOT SIS, the FEC railroad bridges are eligible FDOT funding. Marine navigation, especially for larger cargo vessels, is compromised at the St. Lucie River bridge due to misalignment between its draw span and that of the A l A vehicular bridge to the west. The opening at the Loxahatchee River bridge is too narrow to allow two boats to pass through simultaneously, and boating traffic will be constrained with additional �W bridge closures. A bridge working group should be established, with participation by FDOT, FECI, local governments, and marine interests, to identify long-term structural rehabilitation of both bridges over time. As SIS facilities, the bridge evaluations should consider the key SIS criteria: economic competitiveness and quality of life, Consideration should be given to improve the alignment between the rail and vehicular bridge draw spans at the St. Lucie River crossing and widening of the Loxahatchee River bridge draw span. �W (4) Access to Broadband Capacity: As an ancillary corridor improvement, FECI's telecommunications division (Parallel Infrastructure) has indicated it will install a high-capacity fiber optic network within the FEC corridor from Jacksonville to Miami and from Orlando to Cocoa along State Road 528. This private infrastructure improvement will provide state-of-the-art broadband capacity that could revolutionize communications and research capabilities for the region and state. Broadband access can improve the delivery of public services such as emergency response, improve educational and research opportunities, and provide a significant economic development enhancement for the region. To help offset costs and impacts to local governments, the following mitigating measure is suggested: • Establish Discounted Broadband Access Rate for Public and Select Not -for -Profit Institutions: FECI, FDOT, and local governments should work together to identify an appropriate discounted rate for broadband access by local governments and agencies, G 235 Subject to modifications educational systems including colleges and universities, hospitals, and not-for-profit biomedical institutions. p (S) Freight Rationalization The FEC rails corridor plays a critical role in the movement of freight through the region and state. The widening of the Panama Canal will enable cargo ships with three times the capacity of today's vessels to transport freight to Florida, and Port Miami and Port Everglades are currently being improved to accommodate these "PostPanamax" ships. Land uses along the FEC rail corridor have developed intensely over time, resulting in increased freight/land use conflicts. While freight trains produce significant noise and vibration impacts, passenger trains are lighter, faster, and shorter, making them easier to accommodate within an urban corridor. Freight trains also cause the greatest impact to marine navigation and bridge closures due to their slow speed and longer length. FDQT is currently evaluating the state's freight distribution network, which includes the inland CSX rail corridor and rail connections from the southem ports. To help reduce project impacts, the following mitigating measures are suggested: ■ Reallocate Freight to the CSX Rail Corridor: The impacts of freight rail traffic through the urban coastal corridor creates significant impacts today. The corridor cannot reasonably accommodate projected freight traffic along with AAF's proposed 32 additional daily trains. A long-term, holistic solution is needed to enable the FEC corridor to be utilized for higher -volume passenger rail service while reducing the number and intensity of long-distance freight trains. A multi-party agreement should be developed among FECI, CSX, and FDQT to address the rationalization of freight in southeast Florida, (5) Land Use Impacts The FEC rail corridor is the historic corridor connecting Florida's coastal communities. Beginning in the early 1900s, as train stations were established, these communities developed around them as the center of what are today's historic coastal downtowns. Working with FEC, local governments have invested substantial capital investment in parking and landscaping improvements in these downtowns, located in easements granted by FEC. The double -tracking proposed by the AAF project would significantly impact the economic and visual conditions of these communities and their ability to function. To help reduce project impacts, the following mitigating measures are suggested: • Reduce Impacts in Historic Downtowns: Although located on private lands leased from. FEC, public parking and landscaping in historic downtowns is critical to their continued viability. FECI and local governments should work together to minimize impacts in historic downtowns to enable them to accommodate the proposed AAF improvements while balancing the long-term public/private agreements with FEC that have enabled them to become productive centers of commerce and residential activity. As the AAF project is designed, all efforts should be made to identify means in which the location of double tracking and sidings, and treatment of the edges of the 7 236 DRAFT Subject to modifications �w rail corridor can be softened appropriately to better complement downtown redevelopment efforts. (7) Tri -Rail Coastal Link. Access Negotiations Since 2044, local governments in Miami -Dade, Broward, and Palm Beach counties have been working with FDOT and other agencies towards the extension of Tri -Rail commuter service on the FEC rail corridor. Access negotiations between FDOT, FECI, and the South Florida Regional Transportation Authority (SFRTA) began last year. AAF stations in West Palm Beach, Fort Lauderdale, and Miami have been designed to accommodate future Tri -Rail service as well. This multi -modal connectivity can extend the benefits of the AAF service to other local governments where additional Tri -Rail stations would be located. To help reduce project impacts and costs to local governments, the following mitigating measure is suggested: • Finalize Reasonable Access Fees and Terms for Tri -Rail Coastal Link Service: FECI, FDOT, and SFRTA should work together to determine reasonable access fees and terms to enable commuter service to be established on the corridor from Jupiter to Miami in conjunction with the development of the AAF project. Conclusion The proposed AAF service represents a unique opportunity to expand the utilization of a private freight corridor for economic benefit and mobility. The FEC rail corridor provides a connection to dozens of historic downtowns, both large and small, that were all once "railroad towns." However, the service as currently proposed does not consider the corridor's development pattern, locating only three stations in southeast Florida, where economic benefit is focused. The balance of the Region is bypassed, which imposes project casts without meaningful benefit. The project's navigational impacts at the Loxahatchee River and St. Lucie River are considerable, and measures to reduce these impacts, including the potential for freight reallocation and regulatory adjustment, remain outstanding. Other potential project benefits, such as broadband access, quiet zones, grade crossing improvements, and commuter rail access, also warrant further evaluation. These significant issues should be raised for consideration in the EIS well in advance of its publication to ensure their thorough evaluation by the FRA and collaborating agencies. Further, given the magnitude of potential impacts from the proposed project, efforts should be taken to arrange a FRA workshop in the Region for local governments and others to fully understand the process and methods by which public comments will be received and evaluated. These issues have also been communicated in correspondence to Governor Scott, the Treasure Coast Legislative Delegation, and the Treasure Coast Congressional Delegation. This correspondence is attached. S 237 DRAFT Subject to modifications �W Recommendation Council should direct staff to: 1) transmit these comments to the Federal Railroad Administration in advance of the publication of the draft. Environmental Impact Statement; and 2) request the Federal Railroad Administration conduct workshops in the Region for local governments prior to the issuance of the Environmental Impact Statement. Attachments �W z 238 �w �w }cS'477�"jtcz T R E k-S U, R& [_ a ate° � r `� -• ,r "'� f. err:- d+s'� R''�'�.1 r :-�" � .4�` �' 4.13-7�•�.' t li MEMORANDUM To: The I lonorable Rich Scott, Governor Treasure Coast Legislative Delegation From: et3AICP Executive Director /l Date: March 10, 2014 Subject: All Aboard Florida The All Aboard Florida (AAF) project, proposed by Florida Cast Coast Industries (F'ECI), has been the subject of extensive Council and local government discussion since its announcement in. May 2012. The reintroduction of passenger rail service on the Florida East Coast rail corridor has been a long-standing regional priority and has the potential for improved mobility and varied economic and environmental benefits. However. the service as currently proposed concentrates public benefits in communities where stations arc planned (West Palm Beach, Fort Lauderdale, Miami, and Orlando), but imposes costs and impacts to all local governments along the corridor. There are virtually no public benefits provided to communities north of Palm Beach County. In addition, cargo-related train traffic is expected to increase with proposed rail corridor and seaport capacity improvements, creating further local and regional impacts. A better balance of shared benefits and reduced costs is necessary to protect all local governments and citirens throughout the Treasure Coast Region. There are several opportunities available to help mitigate project impacts and more fairly distribute public 'benefits throughout the Region. These include: • Stave Funding for Quiet Zone Improvements Direct the Florida Rail Enterprise to make quiet zone improvements in the corridor a top priority and allocate sufficient funding from flit Transportation Regional Incentive Program (TRIP), from the Strategic Intermodal System (SIS), and other sources for local governments to establish quiet zones. with safe pedestrian pathways, at all grade crossings along the AAF route. - FDOT should be compcltcd to require FECI install the highest degree of safety infrastructure at all grade crossings to enable the establishment of quiet tones at the lowest possible cost to state and local government. "Oringing Communities 7°nyrrher" • Esi.19746 411 SIX' Camden Areauc - SIYY[[, r'luxids 34994 Ptiune (772) 271.4040 - F-x (772) 211-4067 - 239 �w Memorandum to Governor Rick Scott and Treasure Coast Legislative Delegation March 14, 2414 Page Two - Adopt appropriate amendments to Florida Statutes to alleviate any additional insurance obligations for local governments due to the establishment of quiet zones. Stations and Stops in M rtia St. Lucie and Indian Diver Counties Direct FDOT to immediately advance: the Amtrak/ITC Corridor Project, which is already funded in the FDOT Five -"Fear Work Program. This would provide stations in Stuart, Fort Pierce, and Vero Beach, which should be designed to also accommodate AAF trains. FECI should also be directed to add limited AAF service stops in these communities in the first phase of service. MifieatinE Railroad Bridle and Navigation Conflicts Advance amendments, in conjunction with the Congressional Relegation, to the Code of Federal Regulations (CTR § 117.299 and CFR §117.317) to limit, for example, railroad bridge closures at the Loxahatchee and St. Lucie rivers to not more than fifteen minutes per half-hour, FECI should be required to modernize both bridges with upgraded bridge machinery and provide bridge -tenders during weekends and holidays to increase safety and public access, and reduce navigation delays, Reallocation of Freight to tht CSX Rail Corrido Direct FDOT to execute it freight rationalization program in conjunction with the AAF project to shift long-distance freight trains away from the FEC's coastal route and onto the CSR's inland route to reduce impacts on local communities and railroad bridle closures, Broadband Access to Public and Select Trot -far -Profit Institutions at a Discounts Rate Negotiate a discounted rate with FECI's telecommunications division (Parallel Infrastructure) for broadband access by local governments and agencies, educational systems including colleges and universities, hospitals, and not-for-profit biomedical institutions. • .Establish a R!Lasonable, Consistent,and Predictable Rate Structure for Municipal Grade Crossings Compel FECI to establish standardized agreements with a consistent and reasonable longi; -term rate structure to provide greater certainty about the annus] and periodic costs to local governments and public authorities for maintaining FCC rail corridor grade cressings. 240 Memorandum to Covcmor Rick Scott and Treasure Coast Legislative Delegation March 10, 2014 Page Three • Fundtn I for Rail En 'acerin S ecialist Position Provide funding for one dedicated and independent rail engineering specialist stationed within the Region to assist local governments with the evaluation, design, construction. and implementation of rail improvements related to AAF and other rail services. These actions will help bring balance to what has become an increasingly imbalanced All Aboard Florida proposal. Council will continue to communicate with FF.CI and state and Imal government regarding the project. These issues should be given full consideration during preparation of the forthcoming Environmental Impact Statement. Council stands ready to review this document in cooperation with local governments in the Rcgion. Thank you for taking a leadership role to champion these actions on behalf of the 54 local govemments and 1.9 million citi7mis of the Treasure Coast Region. cc: Peter O'Bryan, Chairman, Treasure Coast Regional Planning Council Treasure Coast Local Governments Treasure Coast MPoCITos "Treasure Coast Regional League of Cities Palm Beach League of Cities Treasure Coast Council of Local Govemmcnts �Iw 241 �W i .��-y�7 t ,�� � kms.-. t t" , H �. f� "•��r 41, �+ 1IR A] `!i'r7 ; A1��i! [r ! ♦y �k F� U "ni . F ��^^�� I ]v n 1 1fY Lt' iql MEN10RAIN 1)LIM To: The honorable €litl Nilson. U.S. Senate The I lonorable Marco Dubin, U.S. Senate The honorable Ted Detach, U.S. House, of Representatives The Honorable Lois Frankel, U.S. House of Representatives The Honorable Alcec Ilastings, U.S. !-louse of Representatives The Honorable Patrick Mtrrplty, U.S. House of Representatives The Honorable Bill Posey, U.S. House of Represcntatives Front: Michael J. iiusha, AIC�/IYD LNecutive Director Date: March 10, 2014 Subject: All Aboard Florida The All Aboard Florida (AAF) project, proposed by Florida Fast Coast Industries (FEC!), has been the subject of extensive Council and local government discrossion since its announcement in May 2612. The reintroduction of passenger rail service: on the Florida East Coast rail corridor has been a long-sl¢utding CounciI priorlty and has the potentia] for improved mobility and varied economic and environmental benefits. ]lowever, the service as currently proposed concentrates public benefits in communities where stations arc planned + West Paint Beach, Fort Lauderdale, ?Miami, and Orlando), but it imposes costs and imparts to all local governments along the corridor- In addition, cargo -related train traffic is expected to increase with proposed rail corridor and seaport Capacity improvements, creating further local and regional impacts. A better balance of shared benefits and reduced costs is necessary to protect all local governments and citizens in the Treasure Coast Region, There are several opportunities For the Cougressional Uelcgalic)n to help mitigate project impacts and more fairly distribute public benefits throughout the Region. These include: • Federal Fnndine fele Qnlet Zane ltnorovernenl4 The Congressional Delegation should assist in securing a TIGER grant and other Federal appropriations for local ,governments to establish quiet Zones, with safe pedestrian pathways, at all grade crossings along the AAF route. 'Me Federal Railroad Administration (FRA) should be compelled to require FFCI to install the highest degree of safety infrastructure at all grade crossings to enable the establishment of "Bringing (.'ommunhics Togesher- • Ftar.1476 471 SW Camdcn Ave uc Sruarr, r'Ir.rid. 34444 Ph -we (772) 321-4040 - k -ax (7 77) 221.40G7 -.x r.A�Spe-,.•r �W 242 �W Memorandum to Treasure Coast Congressional Delegation March 10. 2014 Page Two quiet zones at the lowest possible cost to state and local governments. The FRA should also provide a clear definition of what constitutes a "seabed corridor" along the "Class Sia" segment of the railway from approximately Palm Beach Lakes Boulevard in Palm Beach County north to State Road 528 in Brevard County. Stations and Stops in Mgrtin. St. Lucie and Indian River Counties The Congressional Delegation should direct Amtrak to immediately advance the AmtrakfFEC Corridor Project, which is already funded in The Florida ]Department of iiansportation Five -Year Work Program. This would provide stations in Stuart, Fort Pierce, and Vero Beach, which should be designed to also accommodate AAF trains. FECI should lie compelled to add limited AAF service stops in these communities in the first phase of service. NfifieatinLy Railroad Brid a and Navigation Conflicts The Congressional Delegation should direct the U.S. Coast Guard to initiate amendments to the Code of Federal Regulations (CFR § 117.299 and CFR §117.317) to limit, for example, railroad bridge closures at the Loxaltatchee and St. Lucie rivers to not more than fifteen minutes per half-hour. FECI should further be required to modernize both bridges with upgraded bridge machinery and provide bridge -tenders during weekends and holidays to increase safety and public access, and reduce navigation delays, + Reallocation of Frei ht to the CSR Rail Corridor The Congressional delegation should compel FECI to execute a freight rationalization Program in conjunction with the AAF project to shift long-distance freight trains away from the FFC's coastal route and onto the CS:'s inland route to reduce impacts on local communities and bridge closures. • Broadband Access to Public and Select Nast -fpr Profit Institutions at a Discounted ate �_..�.�._...,�... The Congressional Delegation should compel FrCI's telecarnmtuaications division (Parallel Infrastructure) to establish a discounted rate for broadband access by local governments and agencies, educational systems including colleges and universities, hospitals, and not -For-profit biomedical institutions. • Establish a Reasonable Consistent, and Predictable Rate Structure for Municipal Grade Crossinps The Congressional Delegation should compel FECI to establish standardized agreements with a reasonable and consistent long -terns rate structure to provide greater certainty about the annual and periodic costs to local govemments and public authorities for maintaining FEC tail corridor grade crossings. 243 IMMOrandurn to Treasure Coast Congressional Delegation March 10, 2014 Page Three • Rcsoivi a g Commuter Railroad Access Fees and Terms The Congressional Delegation should compel FECI to establish reasonable railroad access fees and terms for future commuter rail service in Southeast Florida, as part of FF?CI's pending request for a Railroad Rehabilitation and impror•ement Fund loan. `These actions Hilt help bring balance to What fins become an increasingly imbalanced All Aboard Florida proposal. Council will continue to communicate with FFCI and state, federal and' local agencies regarding the project. These issues should be given full consideration during preparation of the Forthcoming Environmental Impact Statentent. Council stands ready to review this document in cooperation with local governments in the Region. Thank you for taking a leadership role to ehampion these actions on behalf of the 54 local governments and 1.9 million c'itinns of the Treasure Coast Region. cc. Peter O'Bryan, Chairman, Treasure Coast Regional Planning Council Treasure Coast Local Governments Treasure Coast MPOI T'POs "Treasure Coast Regional League of Cities Palm Beach. League of Cities Treasure Coast Council of Local Governments 244 Stan Bolin rom: ent: To: Subject: Joe Baird Tuesday, March 18, 2024 $:44 AM Phil Matson; Chris Mora; Dori Roy; Dylan Reingold; Jason Brown; John King; Michael Zito; Stan Boling; Vincent Burke FW; follow-up items from TCCCMH re: "All Aboard Florida" project (AAF file) From: Kim Delaney [mailto:kdelaney@tcrpe.org] Sent: Monday, Mardi 17, 2014 5.57 PM To: dkleman@cityofpsl.com; Joe Baird; )griffin@cityofsebastian.org; citymanager@cityoffelismere.org; Terry O'Neil; joconnor@covb.org Cc: outiawf@stiucieco.org; grauth@tji.martin.fl.us; pwalker@sewaiispoint.org; rbradshaw@city-ftpierce.com; jbremer@cityofpsl.com; kbressner@gmaii.com; tkyrzda@martin.fi.us; Nicoletti, Paul (City of Stuart); 'rnbusha'; 'Stephanie Heidt' Subject: follow-up items from TCCCMH re: "All Aboard Florida" project (AAF file) Thanks for the opportunity to join you in Vero Beach last week to provide an update on rail, particularly the "All Aboard Florida" project proposed by Florida East Coast Industries (FECI). There were three key items for whicKyou requested follow-up, and information is provided below: (1) ENVIRONMENTAL IMPACT STATEMENT fEIS11 PROCESS SUMMARY & TIMING I spoke with John Winkle, who's the staff coordinator for the All Aboard Florida EIS process. He confirmed FECi submitted an application for a Railroad Rehabilitation and Investment Fund (RRIF) loan, which set in motion the FRA's need to develop an EIS for the project. FECI has provided information that went into developing the draft EIS, which FRA anticipates being published later this spring. Once the EiS is published, a public review and comment period will begin, which is a minimum of 45 days but can be longer at the discretion of the FRA. FRA, with AAF, will conduct five to six public meetings along the corridor (the last set were in Orlando, Fort Pierce, West Palm Beach, Fort Lauderdale, and Stuart), Public comment can be provided during the workshops, in writing, or by email. Copies of the draft EiS will be sent to local governments, agencies (such as TCRPC), placed in libraries for review, and others requesting a copy. The Coast Guard and other agencies are collaborating agencies, but the FRA is the lead agency for the EIS process. Key policies to note regarding the preparation, review, and findings related to the Eis: * National Environmental Policy Act (42 USC 4321) * Council on Environmental Quality implementing regulations (40 CFR Part 1500) FRA's Procedures for Considering Environmental Impacts (64 Fed. Reg. 28545) * Section 4(f) of the Department of Transportation Act and the National Historic Preservation Act Procedurally, the process includes: * publication of draft EIS (45 -day or longer public comment period) * FRA review * publication of final EIS (30 -day public comment period) * publication of "Record of Decision" ATTACHMENT 2 , 245 John noted out the railroad would not typically require an FRA permit to replace a second track that was previously there, although Federal and/or State environmental regulations may apply. �Wlf needed, Mr. Winkle's contact information is (202) 493-6057 orjohn.winkle@dot.gov. Less information is available regarding the RRIF loan review requirements or application itself. information on the RRIF loan program is available on the FRA website: http://www.fra.dot.govIPageIP0128 42} LIABILITY FOR UIET ZONES This remains a point of continuing discussion, and we've discussed with several municipal attorneys who are researching the matter. FRA has two attorneys that deal in this area: • FRA Preemption Attorney Colleen Brennan ---202-493-6028 FRA Grade Crossing Attorney: Kathy Shelton ---2012-493-6063 kathryn.sheiton@dot.gov. We have requested specific information on the implications of liability for local governments from Ms. Shelton, the I=RA Grade Crossing Attorney, and will forward upon receipt. (3) COAST GUARD PERMITS As we discussed last week, there are three movable bridges on the corridor: New River (Fort Lauderdale), Loxahatchee River (JupiterfTequesta), and St. Lucie River �Stuartj. FECI has indicated it is not seeking a permit for modifications to the St. Lucie River bridge, but it is seeking a "rehabilitation permit" for the Loxahatchee River bridge (to replace a span that was there historically). The US Coast Guard has previously indicated the rehabilitation permit would be included in the EIS, and we've asked for a confirmation. 1+'llill forward additional information upon receipt. Also, FYI, the Council agenda item regarding the "All Aboard Florida" update is now posted on the TCRPC website, link to agenda is here: http://www.tcrpc.org/council meetings/20141MAR14/MarAggnda.html. Please advise if we can provide additional information that would be helpful. Thanks -- Kim. 246 Kim DELANEY, PH. D. STRATEGIC DEVELOPMENT COORDINATOR TREASURE COAST REGIONAL PLANNING COUNCIL ' 21 SW CAMDEN AVENUE DART, FL 34994 OEC: 772-221-4060 FAx: 772.221,4067 EMAIL: KDELANEY@TCRPG.ORG WWW.TCRPC.ORG "+KpfR+�++k� j; rrr1r}fi �w 247 April 8, 2014 Ia./A • �- INDIAN RIVER COUNTY COMMUNITY DEVELOPMENT DEPARTMENT 1801 27th Street, Vero Beach FL 32960 772-226-1237 f 772-978-1806 fax Carmen Patriarca, Acting Administrator Federal Railroad Administration — Region 3 61 Forsyth Street, SW, Suite 16T20 Atlanta, GA 30303-3104 www.ircgov.com RECEIVED APR 14 2014 BOARD OF COUNTY COMMISSION RE: Request for Extended Comment Period for All Aboard Florida High Speed Rail EIS Dear Ms. Patriarca: Please be advised that on April 1, 2014, the Board of County Commissioners of Indian River County unanimously voted to formally request additional time in excess of the normal 45 -day period to review and comment on the initial (draft) Environmental Impact Statement (EIS) for the West Palm Beach to Orlando segment of the All Aboard Florida High Speed Rail proposal. While acknowledging that federal policy allows up to an additional 45 days to review the draft EIS (for a total of 90 review days), the Board of County Commissioners requested a total of 180 review days. This period was specifically requested because of the length of the segment, complexity of project issues, and overwhelming number of public comments and concerns expressed by the citizens of Indian River County. Should the Federal Rail Administration be unable to grant a 180 -day review period, the County would like to request 45 additional days. Thank -you for your consideration of this request. Sincerely, "'_f Stan Boling, Comm n'r Development Director Cc: Peter O'Bryan, Chairman, Board of County Commissioners Joseph A. Baird, County Administrator Dylan Reingold, County Attorney Secretary Ananth Prasad, Florida Department of Transportation Secretary Anthony Foxx, United States Department of Transportation ag7•A.2. April 8, 2014 Joseph C. Szabo, Administrator Federal Railroad Administration 1200 New Jersey Avenue, SE Washington, DC 20590 t,�.A- 1. INDIAN RIVER COUNTY COMMUNITY DEVELOPMENT DEPARTMENT 1801 27th Street, Vero Beach FL 32960 772-226-12.371772-978-1806 fax www.ircgov.com RECEIVED APR 10 2014 BOARD OF COUNTY COMMISSION RE. Request for Extended Comment Period for All Aboard Florida High Speed Rail EIS Dear Mr. Szabo: Please be advised that on April 1, 2014, the Board of County Commissioners of Indian River County unanimously voted to formally request additional time in excess of the normal 45 -day period to review and comment on the initial (draft) Environmental Impact Statement (EIS) for the West Palm Beach to Orlando segment of the All Aboard Florida High Speed Rail proposal. While acknowledging that federal policy allows up to an additional 45 days to review the draft EIS (for a total of 90 review days), the Board of County Commissioners requested a total of 180 review days, This period was specifically requested because of the length of the segment, complexity of project issues, and overwhelming number of public comments and concerns expressed by the citizens of Indian River County. Should the Federal Rail Administration be unable to grant a 180 -day review period, the County would like to request 45 additional days. Thank -you for your consideration of this request. Sincerely, Stan Boling, Co m nity Development Director Cc: peter VBryan, Chairman, Board of County Commissioners Joseph A. Baird, County Administrator Dylan Reingold, County Attorney Secretary Ananth Prasad, Florida Department of Transportation Secretary Anthony Foxx, United States Department of Transportation aq7. IA a . BOARD OF COUNTY COMMISSIONERS OFFICE OF COUNTY A TTORNE Y Dylan Reingold, County Attorney William K DeBraal, Deputy County Attorney Rate Pingolt Cotner, Assistant County Attorney April 3, 2414 Florida Department of Transportation Office of the General Counsel fitly Suwannee Street, MS58, Tallahassee, FL 32399-0458. Re: leases for Right -of -Way for All Aboard Florida To wham it may concern: iaA1, This is a request under Chapter 119, Florida Statutes for copies of any and all leases with any entity, including but not limited to Florida East Coast Industries, LLC and All Aboard Florida — Operations LLC, for right-of-way for the All Aboard Florida project. If the costs of this request exceed $25, please contact me at 772-226-1427, prior to making copies. Thank you, Dylan Reingold County Attorney c: Joseph Baird, County Administrator 18012Th Street, Vero Beach, Florida 32960-3365• (772) 226-1424. Fax (772) 569-4317 iteattorney tc itegow.com a%47• X1.3 , BOARD OF COUNTY COMMISSIONERS i -A.A. 1. OFFICE OF COUNTY A TTORNE Y Dylan Reingold, County Attorney William K. DeBraal, Deputy County Attorney Kate Pingolt Comer, Assistant County Attorney April 3, 2014 Orlando -Orange County Expressway Authority Document Control Specialist 4974 ORL Tower Road Oriando, FL 32807 Re: Leases for Right -of -Way for All Aboard Florida To whom it may concern: This is a request under Chapter 119, Florida Statutes for copies of any and all leases with any entity, including but not limited to Florida East Coast Industries, LLC and All Aboard Florida — Operations LLC, for right-of-way for the All Aboard Florida project. If the costs of this request exceed $25, please contact me. at 772-226-1427, prior to making copies. Thank you, Dylan Reingold County Attorney c- Joseph Baird, County Administrator 180127d, Street, Vero Reach, Florida 32960-3365• (772) 226-1424• Fax (772) 569-4317 ircattor ney@ircgov.c om aµ7. A-4 BOARD OF COUNTY COMMISSIONERS OFFICE OF COUNTY A T TORIVE Y Dylan Reingold, County Attorney William K. DeBraal, Deputy County Attorney Kate Fingolt Cotner, Assistant County Attorney April 3, 2014 Greater Orlando Aviation Authority Director of Public Affairs One Jeff Fuqua Boulevard Orlando, FL 32827-4399 Re: Leases for Right -of -Way for All Aboard Florida To whom it may concern: This is a request under Chapter 119, Florida Statutes for copies of any and all leases with any entity, including but not limited to Florida East Coast Industries, LLC and All Aboard Florida — ©perations LLC, for right-of-way for the All Aboard Florida project. If the costs of this request exceed $25, please contact me at 772-226-1427, prior to making copies. Thank you, Dylan Reingold County Attorney c: Joseph Baird, County Administrator 180127th Street, Vero Beach, Florida 32960-3365- (772) 226-1424• Fax (772) 569-4317. ireattoxncy@ircgov.com BOARD OF COUNTY COMMISSIONERS OFFICE OF COUNTY A TTORNE Y Dylan Reingold, County Attorney William K DeBraal, Deputy County Attorney Kate Pingolt Cotner, Assistant County Attorney April 3, 2014 Freedom of Information Act Coordinator Office of Chief Counsel Federal Railroad Administration 1200 New Jersey Avenue, Stop 10 Washington, D.C. 20590 Re: Request pursuant to FOIA concerning All Aboard Florida loan application under the Federal Rail Administration Railroad Rehabilitation Improvement Financing (RRIF) loan program. To whom it may concern: I am making a request pursuant to FOIA for any and all financial records of All Aboard Florida - Operations, LLC, submitted as part of a loan application in the Railroad Rehabilitation and Improvement Financing (RRIF) loan program. I can be contacted by phone at 772-220-1427, by fax at 772-569-4317 or by email at dreingold@ircgov.com: I would prefer the information be provided electronically if it is available in that format. I request to be notified of an estimate if the fees for these documents exceed $25. Thank you, Dylan Reingold County Attorney c: Joe Baird, County Administrator 1801271' Street, Vero Beach, Florida 3296a-3365- (772) 226-1424• Fax (772) 569-4317 ircattorney@,ircgov.com BOARD OF COUNTY COMMISSIONERS j 2 Q I. OFFICE OF COUNTY A TTORNEY Dylan lteingold, County Attorney William K. DeBraal, Deputy County Attorney Kate Pingolt Cotner, Assistant County Attorney April 3, 2014 Margarita Maria Martinez 2855 5 Le Jeune Rd FI 4 Coral Gables, Florida 331345517 Re: All Aboard Florida -Operations, LLC Financial Information Dear Ms. Martinez, Pursuant to the direction of the Indian River County Board of County Commissioners, i am writing you to request any and all financial information from All Aboard Florida -Operations, LLC, or Florida East Coast Industries, Inc. relating to the AIG Aboard Florida project. Since we had worked together concerning the proposed letter agreement between Indian River County and All Aboard Florida -Operations, LLC back in January, 1 figured I should contact you directly concerning this request. Please let me know if there is a more appropriate person I should contact concerning this matter. Thank you, Dylan Reingold County Attorney c: Joe Baird, County Administrator 180127th Street, Vero Beach, Florida 32960-3365• (772) 226-1424• Fax (772) 569-4317 ircattorney@a ircgov.cotn At47 A.-7. INDIAN RIVER COUNTY, FLORIDA BOARD MEMORANDUM TO: Joseph A. Baird County Administrator THROUGH: Christopher R. Mora, P.E. • . • , Public Works Director FROM: James D. Gray, Jr. Coastal Engineer J SUBJECT: Work Order No. 4 Ecological Associates, Inc. Sector 3 Beach Restoration Project Post Construction and Baseline Biological Monitoring Services DATE: March 24, 2014 DESCRIPTION AND CONDITIONS On March 19, 2013 the Board approved a contract with Ecological Associates, Inc. (EAI) for professional coastal environmental services in Indian River County for a two-year term, 2013- 2015. EAI is the selected County consultant for professional biological monitoring services related to the Sector 3 Beach Restoration Project. The proposed Work Order No. 4 provides year 2014 post construction biological monitoring services relative to sea turtle monitoring and reporting and Nearshore Hardbottom monitoring and reporting of the Sector 3 Beach Restoration Project Area. By Permit, annual Post Construction Biological monitoring is required for 3 years following a targe scale beach restoration project. Work Order No. 4 also include baseline sea turtle monitoring for the proposed Sector 3 Dune Repair Project, which is the result of damages to the original project from Hurricane Sandy (2012). The anticipated construction start date for the sector 3 Dune Repair Project is November, 2014. The 2014 monitoring entails the following: • Baseline sea turtle monitoring for the sector Dune Repair project area, • "Year 3" annual post construction biological monitoring of the Phase 2 project area, and • "Year 2" annual post construction biological monitoring of the Phase 2b project area. Work Order No. 4 totals a lump sum amount of $324,9201. Please note: Work Order No. 4 - Task 7: Satellite Imagery Ground-truthing and Interpretation/mapping totals $3,726 and will be only authorized in the event our consultant experiences unsuitable offshore conditions when conducting the biological monitoring. Task 7 will require a separate Notice -To -Proceed from the County; however the fees for this task have been included in the total Work Order No. 4 amount of $324,920 for the Board's consideration. F:IPublic V' dorksUaInesGlSector 3T -AI Work OrdersT-AI WO # 4iAgenda ItemTINAL agenda item Ecological Associates Inc Work Order #4 4-1-14.doex 248 Page 2 BCC Agenda item Sector 3 Beach Restoration April 1, 2014 All subsequent annual biological monitoring of the Sector 3 Project area will be addressed through future work orders, FUNDING Local funding of Beach Restoration includes a portion of focal Option Tnurist Tax Revenue as well as allocation of the One Cent Sales Tax. For FY 13/14, funding in the amount of $391,116 is budgeted and available for monitoring and mitigation of the Sector 3 Beach Restoration project in the Beach Restoration Fund, Sector 3 Post Construction Monitoring Account No.12814472- 033490-05054. Please note that $1.6 million in mitigation costs may or may not be needed. Additionally, these funds would not be expended until December 2015 which would allow one additional year of tourist tax revenues and other sources as budgeted, to accumulate for this purpose. There is currently no state cost sharing approved for this project. FDEP has agreed that the project will qualify for 50% state cost sharing, however the FY 2013-2014 state budget cycle does not include funding for Sector 3 construction. Under the rules of the cost sharing grant program, the County can construct the project with its own funds and then has up to 3 years to seek reimbursement under the cost sharing program. RECOMMENDATION The recommendation of staff is for the Board to approve Work Order No. 4 to the contract with Ecological Associates, Inc. and authorize the Chairman to sign on behalf of the County. ATTACHMENT Ecological Associates, Inc. Work Order No. 4 (1 original copy) APPROVED AGENDA ITEM FOR: April 1.2-014 BY. RTublic WorksUamesGlSector 3\EAI Work OrderslEAI WO # 4)Agenda IternONTAL agenda item Ecological Associates Inc Work Q&u #4 4-1-14.docx 249 AGES■DA COP i WORK ORDER NUMBER 4 SECTOR 3 BEACH AND DUNE RESTORATION PROJECT 2014 POST CONSTRUCTION AND BASELINE BIOLOGICAL MONITORING SERVICES This Work Order Number 4 is entered into as of this day of 2014 pursuant to that certain Continuing Contract Agreement for Professional Services entered into as of March 19, 2013 ("Agreement"), by and between Indian River County, a political subdivision of the State of Florida ("COUNTY''') and Ecoio 'cal Associates inc. ("CONSULTANT"} The COUNTY has selected the Consultant to perform the professional services set forth on Exhibit 1, attached to this Work Order and made part hereof by this reference. The professional services will be performed by the Consultant for the fee schedule set forth in Exhibit 2, attached to this Work Order and made a part hereof by this reference. The Consultant will perform the professional services within the timefararne more particularly set forth in Exhibit 2, attached to this Work Order and made a part hereof by this reference all in accordance with the terms and provisions set forth in the Agreement. Pursuant to paragraph 1.4 of the Agreement, nothing contained in any Work Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be deemed to be incorporated in each individual Work Order as if fully set forth herein. IN WITNESS WHEREOF, the parties hereto have executed thus Work Order as of the date first written above. CONSULTANT BOARD OF COUNTY COMMISSIONERS Ecological Associates, Inc. OF INDIAN RIVER COUNTY 0 % q • Mrs -IN -111 President Date -.—C>$ j zo 2b i Peter D. O'Bryan, Chairman Attest. Jeffrey R. Smith, Clerk of Court and Comptroller (Seal) Deputy Clerk Approved: By&asto A , County Administrator Ap and legal sufficiency: By: an Reingold, County Attorney 250 ECOLOGICAL ASSOCIATES, INC. Mr. Jaynes D. Gray, Jr. Coastal Engineer March 14, 2014 Indian River County Public Works 180127" Street Vero Beach, Florida 32960 RE: Work Order No. 4 - Post -construction Biological Monitoring Services for the Sector 3 Beach and .Dune Restoration Project and Baseline Monitoring for the Sector 3 Dune Repair Project — 2014 Dear Mr. Gray: Ecological Associates, Inc. (EAI) is pleased to submit its Scope of Work (SOW) and Lump Sum Cost Proposal for providing Professional Environmental Support Services in support of Indian River County's Sector 3 Beach and Dune Restoration Project. Services described herein conform to biological monitoring requirements stipulated in Florida Department of Environmental Protection (FDEP) JCP Permit #285993 -001 -JC, the U.S. Fish and Wildlife Service (LJSFWS) Biological Opinion (BO) for the Sector 3 Project, dated December 2, 2009, and the Biological Monitoring Plan, approved by FDEP on May 4iiw 29, 2009. This work will satisfy requirements for: Baseline monitoring for the Sector 3 Dune Repair Project (R -36-R-55); ➢ Year 3 annual monitoring for the previously completed Sector 3 Phase 2 fill area (R -26+500-R-36); and > Year 2 annual monitoring for the previously completed Sector 3 Phase 2b fill area (R -20-R-26+500). EAI will perform the following tasks under this SOW with support from its sub- contractor, CSA Ocean Sciences Inc. (CSA), as detailed in Exhibit. A: ➢ Weekly post -construction escarpment monitoring; ➢ Post -construction sea turtle monitoring; D Marking and monitoring of a representative sample of nests to determine nest fate and reproductive success; Quarterly in -water sea turtle monitoring; Nearshore hardbottom monitoring; Post -construction UMAM analysis of hardbottom impacts; and ➢ Data management and reporting, as conditioned in regulatory permits for the proj ect. Ecological Associates, Inc. • Post Office Box 405 • Jensen Beach, Florida 34958 Phone: (772) 3343729 • Fax: (772) 334-4825 " Email: info@ecological-associates.com 251 Indian River County Sector 3 Beach and Dune Restoration Project P 2014 Scope of Work Page 2 Records of monitoring activities during 2014 will be provided to the County in a form and at frequencies mutually agreed upon. Monthly data reports and a year-end summary report will be provided to the County in accordance with Exhibit C (Project Schedule). EAI will submit its monthly billings for services to the County in accordance with the fees set forth in Exhibit B (Costs). No deposit or retainers are required. Implementation of EAI's services is contingent upon receipt of a Notice to Proceed. Ecological Associates, Inc. appreciates the opportunity to be of continued service to Indian River County. Please feel free to give me a call should you have any questions regarding EAI's proposed services or associated costs. Sincerely, Robert G. Ernest President enclosures [ c: R. Erik Martin/Scientific Director Ecological Associates, Inc. • Post Office Box 405 • Jensen Beach, Florida 34958 Phone: (772) 334-3729 * Fax: (772) 334-4925 • Email: infoecologlcal-associates.com 252 EXHIBIT 1 EXHIBIT A ECOLOGICAL, ASSOCIATES, INC. P.O. BOX 405 JENSEN BEACH, FLORIDA 34958 WORK ORDER NO.4 - SCOPE OF WORD Project Boundaries The area to be monitored (Project Area) extends from R-20 south to R-68 in Indian River County (Sector 3). This includes: a) Phase 2 (R-26.4 to R-36) of the Sector 3 Project, constructed in 2011. b) Phase 2B (R-20 to R-26.4) of the Sector 3 Project, completed prior to the 2012 nesting season. c) The Sector 3 Dune Repair Project (R-36 to R-55). This area, which was originally restored in 2010, sustained considerable damage in 2012 during the passage of Hurricane Sandy. Consequently, the County intends to repair damage to the dune during the 2014/2015 construction season. d) A control beach south of the Sector 3 Project Area (R-60 to R-68). Monitoring Period. Post -construction monitoring activities will commence April 1, 2014 and will continue through approximately February 2015, as stipulated below. Task I - Weekly Past -construction Scarp Monitoring (FDEP ,Speck G'andition No. � z4). Escarpment (scarp) surveys will be conducted on a weekly basis from April I through September 30 in all three phases of the Sector 3 Project Area. In accordance with FWC protocol, scarps will be functionally defYned as an abrupt change in beach slope (greater than 45°) that is at least 18 inches in height and persists for a distance of 100 feet or more. The location of both the northern and southern terminus of each scarp will be recorded by GPS and average scarp height assigned to one of three categories (0 to 2 feet, 2 to 4 feet, and 4 feet or higher). Additionally, the maximum height of each scarp will be measured. The location (relative to R monuments), approximate length, height category, maximum height, and percentage of beach scarped will be presented in tabular and/or graphic format for reporting purposes. Deliverables: The location of any scarp that persists for two consecutive weekly surveys will be reported to the County by phone or electronically. Results of surveys conducted each month, including locations, heights, and lengths will tabulated for inclusion in the Nesting Beach Sea Turtle Monitoring reports. The County shall be responsible for notifying FDEP of the presence of persistent scarps and for coordinating any remediation measures, i_ f required 253 Indian River County Sector 3 Beach and Dune Restoration Project Page 2 Exhibit A -=2014 Scope of Work g Task 2 -- Post -construction Nesting Beach Sea Turtle Monitoring (FDEP Specific Condition No. 29). Daily early morning nesting surveys will continence on April 1, 2014 for all three phases of the Sector 3 Project. Post -construction monitoring of the entire Project Area will continue uninterrupted through September 30, 2013. Thereafter, the surveys will be conducted three days each week until the last marked nest has been evaluated. During the daily surveys, all emergences (turtle crawls) apparent from the Previous night will be interpreted to determine which species of turtle came ashore and whether or not it nested. Crawls will be denoted as being either above or below the previous high tide line. Nests and false crawls will be enumerated by pre -established survey zones and their approximate geographic locations determined by GPS (general accuracy of 3-5 meters). This data will be incorporated into EAI's GIS database and nest distribution maps produced for inclusion in a year-end summary report. Each false crawl will be categorized as to the stage at which the nesting attempt was abandoned in conformance with Florida Fish and Wildlife Conservation Commission (F WC) requirements for beach restoration projects. Additionally, all obstacles (e.g., scarps, seawalls, etc.) encountered by turtles during their emergences onto the beach will be documented. EAI will directly confer with existing Florida Fish and Wildlife Conservation Commission's (FWC's) Marine Turtle Permit Holders in collaboration with the County to appropriately coordinate its monitoring efforts with the existing yearly monitoring efforts by others within the Project Area. EAI will also coordinate its monitoring activities in a manner that best supports the County's Habitat Conservation Plan and will furnish data collected under this Scope of Work to the County's HCP Coordinator in a format compatible with the HCP database. Deliverables: EAI will submit (electronically) monthly reports of all nesting beach monitoring activities to the County, including dates and times of monitoring, names of monitoring personnel, and numbers of sea turtle nests and false crawls, by species. Task 3 — Nest .Marking and Monitoring (FDEP Speck Condition No. 29). A representative sample of nests within each phase of the Project Area, as well as the control, will be marked and monitored for the purpose of determining nest fate and reproductive success. The clutch of each marked nest will be located and 254 Indian River County Sector 3 Beach and Dune Restoration Project Pae 3 Exhibit A — 2014 Scope of Work g �w surrounded by a series of small stakes connected by brightly colored surveyor's tape. Marked nests will be monitored throughout their incubation period to determine nest fate (e.g., hatched, washed out, depredated, vandalized, etc.). After an appropriate incubation period, and in accordance with FWC guidelines, nests will be excavated to determine reproductive success. Nest contents will be assigned to standard categories (e.g., unhatched eggs, dead hatchlings, etc.) developed by FWC. Two measures of reproductive success will then be calculated: hatching success (the percentage of eggs in the nest that hatch) and emerging success (the percentage of eggs in the nest that produce hatchlings which successfully escape from the nest). For the purpose of evaluating the effects of the Sector 3 Beach and Dune Restoration Project on sea turtle reproductive success, at least 75 loggerhead nests will be marked in each of the three phases and in the control. This will yield a minimum of 300 marked loggerhead nests. All green turtle nests, up to a maximum of 200, will be marked for evaluations. Too few leatherback nests occur within the Project Area to provide a statistically meaningful number to assess project impacts, if any, on reproductive success. Therefore no leatherback nests will be marked. Nest fate and reproductive success data for loggerhead and green turtles will be compared between each of the three project phases and the control. As appropriate, statistical analyses will be performed on the data. All activities described in Tasks 2-3 will be performed under FWC Marine Turtle Permit TP -010 in accordance with current or future superseding conditions and guidelines issued by the permitting agency. Deliverables: EAI will submit (electronically) monthly reports of all nesting beach monitoring activities to the County, including numbers of nests marked and fated within each phase of the Project Area. Task 4 — Zn -water Sea Turtle Monitoring (FDE'P,Specific Condition No. 32), EAl will assess sea turtle population levels in the nearshore area within and adjacent to the Sector 3 Project Area. This assessment will be conducted quarterly during the following time frames: June -August 2014, September -November 2014, and December 2014 -February 2015. The surveys will employ the same methodology and transect locations used since 2007. The methodology will include concurrent sampling of the Project Area and an appropriate control area to permit isolation of potential project effects from natural background variability. In -water surveys will be conducted from a boat equipped with an elevated observation platform and a GPS navigational system to allow constant monitoring of speed and location.. The boat will traverse a series of 3 -kilometer long 255 Indian River County Sector 3 Beach and Dune Restoration Project page 4 Exhibit A — 2014 Scope of Work transects (three each within the Treatment and Control sites) at slow and constant speed (5-6 knots). Two experienced biologists will be positioned on the platform and will make observations at an eye level of approximately 12 ft above the water; one will monitor the port side and the other the starboard side. When a turtle is sighted, the position of the vessel at the time of the sighting will be recorded by GPS. The position of the turtle will be snapped based on the position of the boat and the observer's estimate of the distance and bearing to the turtle. In addition to recording the position of the turtle, the observer will also record the time the turtle was first observed, the species, its relative size, and whether it was at the surface or submerged. Surveys will only be conducted when weather conditions are acceptable for survey accuracy and safety. To eliminate the effect of day-to-day variability in turtle sighting conditions on the data set, surveys of the Treatment and Control sites will be conducted on the same day. If deteriorating weather conditions do not allow for a complete survey of both sites to be conducted in the same day, the entire survey effort will be repeated on the next acceptable date at no additional costs to the County. Deliverables: Data collected during in -water monitoring will be tabulated and transmitted to the County at the conclusion of each quarterly survey effort. At the conclusion of 201412015 monitoring, data will be analyzed and marine turtle abundance will be compared between the pre -construction baseline and the current year's data for each individual transect and for the sites as a whole (all transects combined) for both the Treatment and Control sites. Data for green and loggerhead turtles will be analyzed and presented separately. This annual report will present methods, results and conclusions of the monitoring effort. Task S — Nearshore Hardhottom Monitoring (FDEP Specific Conditions No. 48 through 52 and 55). CSA shall perform nearshore hardbottom monitoring within and surrounding the Phase 2 and 2b Project Area, extending from R-20 through R-36, and a reference area to the south (R-63 to R-65), to fulfill requirements for "Nearshore Hardbottom Monitoring" identified in the FDEP approved Biological Monitoring Plan (dated April 2009) and FDEP JCP Specific Conditions 48 through 54. Monitoring events shall consist of. 1) "Year 3" annual monitoring for the previously completed Phase 2 fill area (R-26-500 - R-36), and 2) "Year 2" annual monitoring of the previously completed Phase 2b fill area (R-20 - R-26+500). This task shall consist of two elements: field surveys along previously established transects, and mapping of the nearshore hardbottom edge. Monitoring shall include the survey of a total of 12 permanent cross -shore transects (R-21, R-22, 256 Indian River County Sector 3 Beach and Dune Restoration Project Pae 5 Exhibit A — 2014 Scope of Work g R-24, R-25, R-26, R-28.5, R-30.5, R-32, R-34, R-36, Ref. R-63, and Ref. R-65). Along each transect, video, still photographs, and repetitive in situ quadrat data will be collected. The monitoring also will include the mapping of the landward edge of hardbottom along the length of the Phase 2 and 2b Project Areas (approximately 16,000 ft). Deliverables: Data deliverables for this task include copies of digital video data and still photographs from the survey. Task 6 — Aerial Imagery Gro und-truthing and In terpreta tio em apping (FDEP Specific Condition No. 53), CSA shall coordinate with the County's selected contractor to schedule aerial imagery collection during a period of optimal site conditions to maximize data quality and allow concurrent in situ diver ground-truthing for habitat verification. The aerial images obtained from the contractor will be digitized by CSA (as needed) to produce CIS -based habitat maps (ESRI shape files) and facilitate further analysis. Using the habitat maps derived from the aerial photography, CSA will assess post -construction hardbottom impacts (physical burial) likely attributable to Phase 2 or 2b of the Project. Deliverables: CSA will perform ground -truth verification of the aerial photography to include bounce dives and/or cross -shore video transects, and will include the geo- referenced field positions in copies of the ground-truthing photography and/or transect video record provided to the County and I;DEP. CSA will use the ground-truthing to verify interpretation of the aerials used to produce the GIS - based habitat maps. Task 7 (Optional) — Satellite Imagery Ground-truthing and Interpretation/mapping. In the event that good -faith .coordination between CSA and the aerial imagery contractor is unable to schedule aerials during a period that will allow concurrent in situ diver ground-truthing, an optional task can be substituted. An appropriate satellite will be tasked to collect daytime 4 -spectral band digital images of the hardbottom within the Project Area. Using the satellite images, data will be digitized by GSA to produce the habitat maps (ESRI shape files) described above using the conventional method. CSA will also perform ground -truth verification of the satellite imagery, as described above, following a separate Notice to Proceed from the County. �W 257 Indian River County Sector 3 Beach and Dune Restoration Project Page 6 Exhibit A — 2414 Scope of Nark g This approach is still considered experimental at the FDEP level, but may prove to be an acceptable alternative in the event that aerial photographs are not acquired, as was the case in 2413. FDEP permission will be sought in the event this task becomes necessary. Task 8 — Preparation of an Annual .Biological Monitoring Report (FDEP Specific Condition No. 54). Following the completion of Tasks 5 and 6, CSA will analyze transect and quadrat data in accordance with the FDEP Biological Monitoring Plan and prepare a summary report. The report will include appropriate graphics, tables, statistical analyses of the collected data, comparisons to previous years' survey data, and an assessment of project -related impacts to hardbottom communities. The report will be delivered in both hard copy and digital format. Data deliverables on portable hard drive will include frame -grabbed images from all transects, PointCount files and associated data, Excel spreadsheets of PointCount data, and Excel spreadsheets of in situ quadrat data. Deliverables; The draft Biological Monitoring Report, as well as the UMAM analysis (Task 9) will be provided to the County for distribution to a 3rd party for impartial review and continent. CSA and/or EAI will then coordinate with the County and the 3rd party reviewer to identify and discuss any needed changes to the draft documents. After such changes are made by CSA, EA1 will forward the summary report to FDEP in partial fulfillment of permit conditions. Task 9—Post-Construction UM" Arnalysis ofHardbattom Impacts. Based upon the assessment of hardbottom impacts prepared under Task 5 and aerial imagery interpretation in Task 6, CSA will conduct a Uniform Mitigation. Assessment Methodology (UMAM) analysis, pursuant to Chapter 62-345, F.A.C. The UMAM analysis will include qualitative descriptions of impacted communities and associated ecological functions, and quantitative estimates of the extent of impacts. CSA will confer with FDEP staff during and upon completion Of the UMAM analysis to access any actual hardbottom impacts or the absence of impacts potentially attributable to the Project. Deliverables: The UMAM spreadsheets, in addition to supporting documentation, will be provided in hard copy and digital format to the County for review prior to final submittal to FDEP. 258 Indian River County Sector 3 Beach and Dude Restoration Project Page 7 Exhibit A — 2014 Scope of Work Task 10 Summary Spreadsheet of ,Sea Turtle Nesting Activity (FDEP Specyl-c Condition No. 29). At the end of the 2014 nesting season, an Excel spreadsheet of all nesting activity and reproductive success will be prepared and submitted electronically to FDEP and 1~ WC. Data will be reported separately for each phase of the Sector 3 Project and the control beach. Task 11— Final Interpretive Depart Upon conclusion of data analyses for the 2014 nesting season, a draft interpretive report, including an assessment of project impacts, if any, will be submitted to the County. This assessment will be based on statistical and other comparisons of nesting and reproductive success data between treatment and control areas. EAI will meet with the County to review and identify any changes warranted in the interpretive report. After such changes are made by EAI, a final � report will be prepared and submitted to the County. Task 12 —.Project Management This task includes all of the coordination and scheduling required to complete Tasks 1-1 I above. EAI will closely coordinate its operations with the County and its subcontractors to ensure that all field activities are conducted in accordance with regulatory permit conditions, FDEP-approved monitoring plans, FW C 7rr guidelines, and accepted scientific practices and that all requisite reports are delivered on schedule (Exhibit Q. �W 259 EXHIBIT 2 EXHIBIT B ECOLOGICAL ASSOCIATES, INC. P.O. BOX 405 JENSEN BEACH, FLORIDA 34958 FEIN: 65-0468575 WORK ORDER NO.4 - COST PROPOSAL — March 14, 2014 PROJECT NAME: Indian River County Sector 3 Sea Turtle Monitoring - 2014 (PROJECT 14-339) CLIENT: Mr. James D. Gray, Jr. Coastal Engineer Indian River County Public 'Works 1801 27`h Street Vero Beach, Florida 32980 Phone: (772) 226-1344 * Email: ' a ircov.com PROJECT DESCRIPTION: Daily sea turtle monitoring and related permit -compliance monitoring along approximately 9.1 miles of beach from R-19 south, to R-68 in Indian River County, Florida, as described in EAI"s Scope of Work dated March 14, 2414. PROJECT DURATION: ,April 2014 -- February 2015. COSTS: All work will be performed in accordance with the provisions of the Professional Coastal Environmental Services Agreement, dated March 19, 2013, between Indian River County and Ecological Associates, Inc. All services under this Work Order will be provided at fixed cost (lump sum), as itemized below. 260 �w �w Indian River County Sector 3 Beach and Dune Restoration Project Page 2 Exhibit B -- 2014 Cost Proposal TASK DESCRIPTION 7 Satellite ima ery taskin and collection (Optional 8 Nearshore hardbottom summary report 9 UMAM analysis, -including report 10 FDEP per at -re uired sea turtle monitorinR data s readsheei 11 Final interpretive report to client assessing project effects on Westin and re roductive success 12 Pro`ect management TOTAL COST CHARGE $3,726.00 ${7(3�,8572.00 $9,5 J 77.00 $3,290.00 $4,672.00 $4,838.00 261 a� � TO)= o c� ti o ar. 4 o 4-1 ai A 0� v 4 v A�4 as U3 O 0 �' p ® -G a *d c�i o o rA Q w � � Ei -a 0 cn A Off ? ? c' Z3 ,0 W a73 V r o o G bob a �w Ci C1 U O C) cis ami "` o o a 73ca 2 Ci -C§ �+ 4 + +v+ 0 S W 0 0 3 w n cry a w S°���°� r 2 P4 w F-4 0 on 262 263 lilitw (lllliw (4,., INDIAN RIVER COUNTY, FLORIDA DEPARTMENT OF UTILITY SERVICES Date: March 19, 2014 To: Joseph A. Baird, County Administrator From: Vincent Burke, P.E., Director of Utility Services Prepared By: Arjuna Weragoda, P.E., Capital Projects Manager( Subject: Sewer Feasibility Study for the Summerplace Area —Termination UCP 4101 DESCRIPTIONS AND CONDITIONS: On August 201", 2013, the Indian River County Board of County Commissioners (BCC) approved Work Order No. 4 with Schulke, Bittle and Stoddard, L.L.C., to provide professional services to investigate the feasibility of installing centralized sewer services. On February 18'h, 2014 the findings were presented to the board. ANALYSIS: The presentation on February 181" included a discussion of the three alternatives included in the evaluation, preferred alternative, cost, grant possibilities and public outreach. The board authorized staff to present the results of the sewer feasibility study to the Summerplace residents and publish both feasibility studies on the County web site. On March 171", 2014 staff presented the findings to the Summerplace residents at the Environmental Learning Center (ELC). An overwhelming number of the Summerplace and Oceana ire Heights residents are in opposition to the project. Staff is also in receipt of a petition signed by approximately 116 residents in opposition to the subject project.. RECOMMENDATION: Due to the overwhelming opposition to the project, Staff recommends the Board of County Commissioners direct staff to terminate the septic to sewer conversion project for Summerplace and Oceanaire Heights at this time. ATTACHMENT(s)- APPROVED FOR AGENDA: By:& d - P, A. Baird, County Administrator For: Date Indian River Co. Approved bate Administration Legal Budget Utilities ' 3 Utilities -Finance I a F:\Utilities\UTILITY - Engineering\Projects - Utility Construction Permits' IRC - Sewer Feasibility Studies UCP # 4101\2. Summerplace Area\Agenda - Summer Place Sewer Feasibility Termination 03-19-14.docx 264 EMERGENCY AGENDA ITEM APRIL 1, 2014 AGENDA ITEM: 14A1 ITEM 14.A.1 April 1, 2414 INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS INTER -OFFICE MEMORANDUM TO: Members of the Board of County Commissioners DATE: March 28, 2014 SUBJECT: Travel Authorization FROM: Peter D. O'Bryan, Commissioner District 4 I wound like to request the Board to authorize the County Administrator and/or his designee and the County Attorney and/or his designee to travel to Tallahassee during the remainder of the 2014 Legislative Session in order to respond to legislative changes that may impact the County's Legislative Priority List and/or funding allocations. �G4 A. t. BCC AGENDA April 1, 2014 ITEM 14.1](1) INDIAN RIVER COUNTY BOARS) OF COUNTY COMMISSIONERS INTER -OFFICE MEMORANDUM TO: Members of the Board of County Commissioners DATE: March 26, 2014 SUBJECT: Treasure Coast Regional Planning Council (TCRPC) Response to Commission Request to Put. Seven50 !~lame Change on Their Agenda FROM: Commissioner Bob Solari The initial response from the TCRPC was to ignore our request to be put on its agenda in order to discuss the possibility of changing the name Seven54 to a name which more accurately reflects the number of counties still participating in the project. After discussion at the March 21't meeting of the TCRPC they have now agreed to put us on their agenda for the April meeting. �W 265 BCC AGENDA April 1, 2014 ITEM 14.D(2) INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS INTER -OFFICE MEMORANDUM TO: Members of the Board of County Commissioners DATE: March 26, 2014 SUBJECT: Treasure Coast Regional Planning Council March 215t discussion about All Aboard Florida (RAF) FROM: Commissioner Bob Solari At its March 215t meeting the TCRPC heard a very good presentation from a member of its staff, Kim Delaney. There was a lot of discussion after Ms. Delaney's presentation some of it 1 believe worth sharing with the Commission. OTOV DRAFT Subject to modifications TREASURE COAST REGIONAL PLANNING COUNCIL MEMORANDUM To: Council Members AGENDA ITEM 10 From: Staff Date: March 21, 2014 Council Meeting Subject: All Aboard Florida Update Introduction The purpose of this item is to provide an opportunity for Council to receive an update regarding various activities related to the Florida East Coast Industries' (FECI) proposed All Aboard Florida (AAF) project. The project is intended to provide new high-speed intercity express service between Miami and Orlando on the Florida East Coast (FEC) rail corridor. This item includes an overview of the permit process and summary of potential measures to mitigate local and regional impacts. Background In 2012, FECI introduced a proposal for a privately -funded service known as All Aboard Florida, which proposes new intercity express rail service between downtown Miami and Orlando, with additional stations in downtown Fort Lauderdale and downtown West Palm Beach. The project has been the subject of extensive Council and local government discussion since its announcement. As currently envisioned, the project would provide sixteen daily round-trip trains, totaling 32 additional trains on the corridor with maximum speeds of 79 MPH south of West. Palm Beach, 110 MPH between West Palm Beach and Cocoa, and 125 MPH from Cocoa to Orlando. The FEC rail corridor is proposed to also continue carrying freight service, which is projected to increase over time. Although the rail corridor is privately owned, it is included in the Florida Department of Transportation (FDOT) Strategic Intermodal System, which prioritizes it for statewide transportation funding to advance economic competitiveness and quality of life. Permit Review Process FECI has applied for a "Railroad Improvement and Investment Fund" loan from the Federal Railroad Administration (FRA), which requires an Environmental Impact Statement (EIS) be prepared by the FRA. Although the details of the loan application are not published, FECI representatives have previously estimated project costs at approximately $1.5 billion. The EIS will be prepared in accordance with the National Environmental Policy Act (NEPA) and other Federal regulations, and it will incorporate documentation provided by FECI. When private railroads own the right-of-way upon which tracks will be constructed, environmental compliance 267 DRAFT Subject to modifications is required with applicable Federal and State laws. However, no additional permitting from FRA is typically required. The FRA anticipates publishing a draft EIS this Spring, which will initiate a public comment period of 45 days or longer at the discretion of the FRA. The FRA will schedule up to six workshops along the corridor. Public comment can be provided at the workshops or via U.S mail or email. After receipt of comments, FRA will publish a final EIS, followed by publication of a "Record of Decision," which will recommend a preferred alternative. Evaluation The reintroduction of passenger rail service on the Florida. East Coast rail corridor has been a long-standing regional priority that can provide improved mobility and varied economic and environmental benefits. However, the service as currently proposed concentrates public benefits in communities where stations are planned (West Palm Beach, Fort Lauderdale, Miami, and Orlando), bypassing the three northern counties entirely. All local governments along the corridor will have costs and impacts of different forms. There are modifications to the project and ancillary activities that could more fairly distribute benefits throughout the corridor and lessen impacts to local governments. Each of these is described below. (1) Additional Passenger Rail Stations Access to passenger rail service is the key benefit the AAF project can provide to the Treasure Coast Region. FECI has indicated it intends to initiate the AAF service with only four new stations — in West Palm Beach, Fort Lauderdale, Miami, and Orlando. No stations are currently proposed for Martin, St. Lucie, or Indian River counties. To expand. the benefits of passenger rail service, the following mitigating measures are suggested: • Advance the Amtrak/FEC Corridor Proied: Currently funded in the FDOT Five - Year Work Program, the Amtrak/FEC project has previously identified station locations in Stuart, Fort fierce, and Vero Beach which could also accommodate AAF trains. FECI, FDOT, Amtrak, and local governments should work together to enable the Amtrak/FEC project to be constructed concurrent with the AAF project. Add Additional AAF Stovs in Stuart, Fart Pierce— and Vero Beach: The most meaningful benefit the AAF project can offer to the Treasure Coast is its ability to provide connections within the communities it passes through. To more fairly distribute the project's benefits, FECI, FDOT and local governments should work together to evaluate ways in which additional stops can be added in Stuart, Fort Pierce, and Vero Beach as part of AAF's initial service pattern. The introduction of regularly scheduled AAF service three or four times daily in these smaller communities, in addition to the Amtrak intercity service, would provide significant connectivity and expanded market potential. (2) Grade Crossing lmnrovements and Quiet Zones To accommodate both passenger and freight service in the corridor, FECI is proposing to install a second track from Miami to Cocoa within FEC's current right-of-way, which Z 268 Subject to modifications will require reconstruction of the 352 existing grade crossings. FECI has completed diagnostic field reviews from Miami -Dade to Martin County to determine anticipated safety improvements, with field reviews for the remaining counties anticipated Iater this spring. Although not necessarily required by current grade crossing agreements, FECI has indicated it will fund the cost of all safety improvements necessary for the operation of the proposed AAF service. The added safety improvements and equipment to be installed by FECI will help in achieving quiet zone designations at locally selected grade crossings. Many communities along the corridor have prioritized quiet zones, where no train horns must be sounded due to more extensive safety equipment. At the request of the Palm Beach and Broward Metropolitan Planning Organizations (MPOs), FECI and FDOT are working collaboratively in support of a TIGER grant to fund quiet zone safety infrastructure in these two counties. A similar effort has not been initiated by the northern MPOsITPOs thus far. To reduce costs to local governments and improve conditions along the FEC corridor, the following mitigating measures are suggested: Provide FDOT Fundingfor Zone Construction Costs: It is expected that additional infrastructure will be required at many grade crossings to increase the safety rating sufficient for quiet zone designation. FDOT and local governments should work together to identify appropriate sources of transportation funding (e.g., Strategic Intermodal System, Transportation Regional Incentive Program (TRIP) funds) to fill the quiet zone funding gap, thereby relieving local governments of this financial obligation. • Provide FECI and FDOT Support for Quiet Zone TIGER Grant for Martin St. Lucie �✓ and Indian River Counties: To help fund quiet zones, the Palm Beach and Broward MPOs are working with local governments, in collaboration with FECI and FDOT, to submit a TIGER grant application in April 2014. Each of these MPOs has allocated local funding towards this effort, totaling $8.6 million. The northern MPO/TPOs have more limited funding but will receive larger project impacts. FDOT and FECI should work together with local governments and the MPOITPOs in Martin, St. Lucie, and Indian River counties to provide sufficient funding to enable a TIGER grant for all five counties for quiet zone infrastructure costs. Brevard County's Space Coast TPO should also be considered a partner in the TIGER. grant application. �W Provide FECI Support for Installation of Safe Pedestrian Pathways at All Grade Crossings: The higher speed and more frequent train service proposed by FECI creates a heightened demand for safe pedestrian pathways at legal grade crossings to discourage illegal pedestrian trespassing across the rail corridor. In addition to the installation of pedestrian barriers as necessary, FECI, FDOT, and local governments should work together to identify measures by which sidewalks can be incorporated into the project as part of the corridor safety improvements. This would reduce the capital cost burden to local governments. Establish Consistent Predicable and Reasonable FECI Grade Crossing Fee Schedule for Local Governments: Each of the 352 grade crossings between {Cocoa and Miami is governed by an independent grade crossing agreement. Reviews of agreements 3 269 �w Subject to modifications have indicated the terms between FEC and local governments are inconsistent. Further, FEC rate increases are unpredictable, causing financial 'burden for local governments. FECI should work with local governments to establish a consistent, predictable, and reasonable schedule of costs for all grade crossings, with long-term cost projections, to reduce costs to local governments and enable more informed budgeting. Request Clarification on "Sealed Corridor" Requirements: FECI proposes to operate the AAF service from West Palm Beach north to Cocoa at speeds up to I10 MPH, which requires additional safety requirements that have been referred to by FRA as a sealed corridor. FRA has implied a sealed corridor would require most of the safety infrastructure necessary to establish a quiet zone; however, there is no FRA documentation clearly defining these requirements. Concerns have been raised in the region regarding fencing or other pedestrian barriers to prevent trespassing in the rail corridor. The FRA should provide a clear definition of what is required within a sealed corridor and how it relates to the establishment of quiet zones. (3) Mitigation of Railroad Bridge and Marine Navigation Conflicts The FEC rail corridor crosses several significant waterways between Cocoa and Miami, and there are three movable bridges on the rail corridor. Unlike vehicular bridges which can accommodate many boats while closed, a great deal of boating traffic cannot traverse railroad bridges when closed to accommodate a train crossing. This limitation spreads the project's navigational impact across a larger segment of the boating public. Although the Code of Federal Regulations (CFR) permits a longer bridge closing, FECI indicates AAF project improvements will reduce bridge closure time for passenger trains to twelve minutes in ideal conditions. Bridge closure time would be several minutes longer for freight trains. The CFR places no limit on the number of times the bridges may be closed to accommodate the passage of trains. In Fort Lauderdale, FECI representatives have indicated the New River Bridge will remain double -tracked, and a bridge tender will be stationed there. FECI has indicated it will arrange the AAF service schedule such that the northbound and southbound trains will cross the bridge simultaneously, reducing bridge closings to only once per hour. The two bridges in the Treasure Coast Region will be impacted more severely by the AAF project, as each bridge would be required to close twice per hour (once each for hourly northbound and southbound trains), plus additional closures for freight trains moving independent of passenger trains. The Loxahatchee River Bridge in JupiterfTequesta is proposed to be doublc-tracked as it was historically. Properties west of the bridge include varied residential, recreational, and cultural uses. The Loxahatchee River Bridge also provides exclusive public safety access inland for the Village of Tequesta's advanced life support vessel, which is docked east of the bridge. The St. Lucie River Bridge in Stuart is proposed to remain a single-track bridge as it was originally constructed, and the track immediately north of the bridge includes two nearly 4 270 Subject to modifications 90 -degree bends in its alignment. The St. Lucie River is also a component of the Okeechobee Waterway, which provides a cross -Florida connection through Lake Okeechobee to Fort Myers. Waterfront lands are more extensive and diverse west of the St. Lucie River Bridge, including residential, commercial, industrial, recreational, and cultural uses in Martin and St. Lucie counties. The bridge also provides access to designated community redevelopment areas in "Old Palm City" and Indiantown, where a recent state Enterprise Zone designation was secured to support marine commercial activity.. Roadway networks adjacent to the bridges are well-defined, with numerous grade crossings in close proximity, intensifying the need to ensure smooth bridge operations as well as appropriate staging areas for trains awaiting bridge closings. Significant public concerns have been raised regarding impacts to marine navigation, boating and public safety, property values, emergency response and quality of life impacts. To reduce these impacts, the following mitigating measures are suggested: • Synchronize Passenger and Freight Schedules to Reduce Bride Closures: The addition of thirty-two passenger trains daily to existing freight traffic on the FEC rail corridor will present a significant conflict for marine navigation. With the introduction of "Positive Train Control," FECI has indicated rail service can be operated more efficiently and with greater synchronization. The project's potential impacts on these two bridges extend well beyond the communities in which the bridges are located, as they provide access both for recreational and commercial users ( on both sides of the bridges. FECI, FDOT, local governments, and marine interests fir► should work together to explore ways in which passenger and freight service schedules can be synchronized such that the railroad bridges are only required to close once to accommodate crossings by passenger and freight trains simultaneously or in sequence. FECI should work closely with local governments to Iocate sidings such that approaching trains may be staged without interference to vehicular traffic to enable two trains to cross with one closure. �w Establish Limits on Maximum Bride Closure Time: The Federal Code of Regulations regarding the Loxahatchee River and St. Lucie River bridges presume the draw spans are "normally in the fully open position" (CFR § 117.299 and CFR § 117.31.7). The proposed operation of nearly fifty daily trains will not allow the bridges to remain "normally" open. To maximize passage for the boating public through the railroad bridges, FECI, U.S. Coast Guard, local governments; and marine interests should work together to evaluate and develop revisions to the CFR for Loxahatchee and St. Lucie River bridge regulations that more fairly balance the navigational needs of the public with the needs of the railroad. • EstablishOn-Site Bridge Tenders: Given the proposed AAF schedule and anticipated number of bridge closings, a high degree of human surveillance should be provided at the railroad bridges, especially during peak boating times (e.g., weekends, holidays). FECI, U.S. Coast Guard, and local governments should work together to identify S 271 I Subject to modifications appropriate staffing hours, communications, and Iocations for bridge tenders to be provided at the Loxahatchee and St. Lucie River bridges. Modernize ariiddg-e Mechanisms and Structures: The additional demand proposed by the AAF project on the antiquated Loxahatchee River and St. Lucie River bridges could cause rapid deterioration of the bridge machinery and substructure. A detailed analysis of both bridges should be conducted to identify long-term needs, and FECI, U.S. Coast Guard, and local governments should work together to determine key mechanical and structural components needing modernization to ensure continued safe and reliable operation. Provide Funding for Second Police/Fire Response Vessel and Dockage: Because the Loxahatchee River bridge provides exclusive access for the Village of Tequesta advanced life safety vessel, FECI and FDOT should work with the Village of Tequesta to assist in securing a new dock location and support the purchase of a second life safety vessel to be located west of the Loxahatchee River bridge. + Provide FDOT Fundin for Long -Tenn Bridge Reconstruction: As part of the FDOT SIS, the FEC railroad bridges are eligible FDOT funding. Marine navigation, especially for larger cargo vessels, is compromised at the St. Lucie River bridge due to misalignment between its draw span and that of the AIA vehicular bridge to the west. The opening at the Loxahatchee River bridge is too narrow to allow two boats to pass through simultaneously, and boating traffic will be constrained with additional bridge closures. A bridge working group should be established, with participation by FDOT, FECI, local governments, and marine interests, to identify long-term structural rehabilitation of both bridges over time. As SIS facilities, the bridge evaluations should consider the key SIS criteria: economic competitiveness and quality of life. Consideration should be given to improve the alignment between the rail and vehicular bridge draw spans at the St. Lucie River crossing and widening of the Loxahatchee River bridge draw span. (4) Access to Broadband Capacity: As an ancillary corridor improvement, FECI's telecommunications division (Parallel Infrastructure) has indicated it will install a high-capacity fiber optic network within the FEC corridor from Jacksonville to Miami and from Orlando to Cocoa along State Road 528. This private infrastructure improvement will provide state-of-the-art broadband capacity that could revolutionize communications and research capabilities for the region and state. Broadband access can improve the delivery of public services such as emergency response, improve educational and research opportunities, and provide a significant economic development enhancement for the region. To help offset costs and impacts to local governments, the following mitigating measure is suggested: • Establish Discounted Broadband Access Rate for Public and Select Not -for -Profit Institutions: FECI, FDOT, and local governments should work together to identify an appropriate discounted rate for broadband access by local governments and agencies, 272 III Subject to modifications educational systems including colleges and universities, hospitals, and not -far -profit biomedical institutions. (5) Freight_ Rationalization The FEC rail corridor plays a critical role in the movement of freight through the region and state. The widening of the Panama Canal will enable cargo ships with three times the capacity of today's vessels to transport freight to Florida, and Port Miami and Port Everglades are currently being improved to accommodate these "PostPanamax" ships. Land uses along the FEC rail corridor have developed intensely over time, resulting in increased freight/land use conflicts. While freight trains produce significant noise and vibration impacts, passenger trains are lighter, faster, and shorter, making them easier to accommodate within an urban corridor. Freight trains also cause the greatest impact to marine navigation and bridge closures due to their slow speed and longer length. FDOT is currently evaluating the state's freight distribution network, which includes the inland CSX rail corridor and rail connections from the southern ports. To help reduce project impacts, the following mitigating measures are suggested: Reallocate Freight to the CSX Rail Corridor: The impacts of freight rail traffic through the urban coastal corridor creates significant impacts today. The corridor cannot reasonably accommodate projected freight traffic along with AAF's proposed 32 additional daily trains. A long-term, holistic solution is needed to enable the FEC corridor to be utilized for higher -volume passenger rail service while reducing the number and intensity of long-distance freight trains. A multi-party agreement should be developed among FECI, CSX, and FDOT to address the rationalization of freight in southeast Florida. (6) Land Use Impacts The FEC rail corridor is the historic corridor connecting Florida's coastal communities. Beginning in the early 1900s, as train stations were established, these communities developed around them as the center of what are today's historic coastal downtowns. Working with FEC, local governments have invested substantial capital investment in parking and Iandscaping improvements in these downtowns, located in easements granted by FEC. The double -tracking proposed by the AAF project would significantly impact the economic and visual conditions of these communities and their ability to function. To help reduce project impacts, the following mitigating measures are suggested: Reduce Impacts in Historic Downtowns: Although located on private lands leased from FEC, public parking and landscaping in historic downtowns is critical to their continued viability. FECI and local governments should work together to minimize impacts in historic downtowns to enable them to accommodate the proposed AAF improvements while balancing the long-term public/private agreements with FEC that have enabled them to become productive centers of commerce and residential activity. As the AAF project is designed, all efforts should be made to identify means in which the location of double tracking and sidings, and treatment of the edges of the 7 273 �w Subject to modifications rail corridor can be softened appropriately to better complement downtown redevelopment efforts. (7) Tri -Rail Coastal Link Access Negotiations Since 2004, local governments in Miami -Dade, Broward, and Palm Beach counties have been working with FDOT and other agencies towards the extension of Tri -Rail commuter service on the FEC rail corridor. Access negotiations between FDOT, FECI, and the South Florida Regional Transportation Authority (SFRTA) began last year. AAF stations in West Palm Beach, Fort Lauderdale, and Miami have been designed to accommodate future Tri -Rail service as well. This multi -modal connectivity can extend the benefits of the AAF service to other local governments where additional Tri -Rail stations would be located. To help reduce project impacts and costs to local governments, the following mitigating measure is suggested: Finalize Reasonable Access Fees and Terms for Tri -Rail Coastal Link Service: FECI, FDOT, and SFRTA should work together to determine reasonable access fees and terms to enable commuter service to be established on the corridor from Jupiter to Miami in conjunction with the development of the AAF project. Conclusion The proposed AAF service represents a unique opportunity to expand the utilization of a private freight corridor for economic benefit and mobility. The FEC rail corridor provides a connection to dozens of historic downtowns, both large and small, that were all once "railroad towns." However, the service as currently proposed does not consider the corridor's development pattern, locating only three stations in southeast Florida, where economic benefit is focused. The balance of the Region is bypassed, which imposes project costs without meaningful benefit. The project's navigational impacts at the Loxahatchee River and St. Lucie River are considerable, and measures to reduce these impacts, including the potential for freight reallocation and regulatory adjustment, remain outstanding. Other potential project benefits, such as broadband access, quiet zones, grade crossing improvements, and commuter rail access, also warrant further evaluation. These significant issues should be raised for consideration in the EIS well in advance of its publication to ensure their thorough evaluation by the FRA and collaborating agencies. Further, given the magnitude of potential impacts from the proposed project, efforts should be taken to arrange a FRA workshop in the Region for local governments and others to fully understand the process and methods by which public comments will be received and evaluated. These issues have also been communicated in correspondence to Governor Scott, the Treasure Coast Legislative Delegation, and the Treasure Coast Congressional Delegation. This correspondence is attached. S 274 M Subject to modifications Recommendation Council should direct staff to: 1) transmit these comments to the Federal Railroad Administration in advance of the publication of the draft Environmental Impact Statement; and 2) request the Federal Railroad Administration conduct workshops in the Region for local governments prior to the issuance of the Environmental Impact Statement. Attachments �W 275 DISTRICT INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Honorable Emergency Services District Boars} of Commissioners THROUGH: Joseph A. Baird, County Administrator THROUGH: John icing, Director Department of Emera ervices FROM: Brian Burkeen, Assistant Chief DATE: March 17, 2014 SUBJECT: Authorization for Final Payment and Release of Retainage to Barth Construction, Inc. for the Construction of the RSD Building It is respectfully requested that the information contained herein be given formal consideration by the Emergency Services District Board of Commissioners at the next scheduled meeting. DESCRIPTION AND CONDITIONS: The County awarded the construction agreement to Barth Construction, Inc. on December 18, 2012, to begin the building process for the Receiving Supplies and Distribution (RSD) building located at the Emergency Operations Center. ANALYSIS: The contractor for the construction' of the RSD building, Barth Construction, Inc. has completed all phases of the work pursuant to the contract and has submitted a request for final payment in the amount of $56,795.25. Donadio and Associates, Architects, P.A., the county's representative, has reviewed the request and believes all work has been completed and all final release of liens has been received. FUNDING: ITEM Amount - Account Number RSD Center $56,795.25 10312022-066510-12011 RECOMMENDATION: Staff recommends the Board approve the final payment in the amount of $56,795.25 �W 276 ATTACHMENTS: Letter from Donadio and Associates Architects, P.A. dated March 3, 2014 Pay Request #8 AIA G707 Consent of Surety to Final Payment AIA G706 Contractors Affidavit of Payment of Debts and Liens AIA G706A Contractors Affidavit of Release of Liens APPROVED FOR AGENDA FOR: Aril 1 2014 BY: Josep A. aird County Administrator �W' River co. qp Date ,I,gqndian Itidm;n Legal -ate- oudget Dept Risk Mgr. General Svcs. 277 �w 111BARTH Construction, Inc. 1717 Indian River Blvd., Suite 202A Vero Beach, FL 32960 Phone: (772) 778-3072 Fax: (772) 770-3017 E -Mail: info barthconstruction.corn Internet: www.bartheonstruction.com LETTER OF TRANSMITTAL DATE: March 13, 2014 TO: Indian River County Dept. of Emergency Services ATTN: John King RE: EOC Storage Building WE ARE SENDING YOU THE ATTACHED: Shop Drawings Plans Change Order X Invoices Specifications Other COPIES DATE DESCRIPTION 2 1131114 Pay Request #8 1 AIA G707 — Consent of Surety to Final Payment 1 AIA G706 — Contractor's Affidavit of Payment of Debts and Claims 1 AIA G706A — Contractor's Affidavit of Release of Liens I Letter from Donadio & Associates El THESE ARE TRANSMITTED AS CHECKED BELOW: For Approval Approved as Submitted For Bids Due REMARKS: X For Your Use As Requested Approved as Noted Returned for Corrections For Review & Comment COPY TO: file SIGNED: Narion Tuyek F:1Projects\1RC Fire Stations 20111Storage building at EOCIAccounting\Pay RequestslDRAW #8 To OWNER 3.13.14.doe 278 �w D0NADI0 & Associates, Architects, P.A. March 03, 2014 Mr. John King Indian River -County EMS 4225 43rd Avenue Vero Beach, Florida 32967 RE: Indian River County EOC Storage Building Final Application for Payment #8 Project No. 2012.32.14 Dear Mr. King, We have reviewed the Final Application for Payments 48 received from Barth Construction on 02/25/14 and to the best of our knowledge and belief; all Fees for work being requested are acceptable. Please issue a check in the amount of $56,795.25 for Payments #8 to Barth Construction. Also enclosed please find the following Final Documents: 1. AIA Document G707 Consent of Surety. 2. AIA Document G706 Contractor's Affidavit of Payment of Debts and Claims. 3. AIA Document G706A Contractor's Affidavit of Release of Liens. Should you have any questions, please call. Sincerely, Anthony J. 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Design, Permit and Build a 50'X 50" pre-engineered metal storage building at the Emergency (name, address) Operations Center, 4225 43rd Avenue, Vero Beach, FL 32960 TO (Owner): Indian River County 4225 43rd Avenue Vero Beach, FL 32960 ARCHITECT'S PROJECT NO: CONTRACT FOR: General Construction SONG NO: 54-192287 CONTRACTOR: Barth Construction, Inc. CONTRACT DATE: 10/22/2012 1717 Indian River Blvd, Suite ##202A Vero Beach, FL 32960 In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (here insert name and address of Surety Company) United Fire & Casualty Company PO Box 73909 Cedar Rapids, IA 52407-3909 r SURETY COMPANY, on bond of (here insert name and address of Contractor) Barth Construction, Inc. 1717 Indian River Blvd, Suite #202A Vero Beach, FL 32960 , CONTRACTOR, hereby approves of the final payment to the Contractors, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to (mere insert name and address of Owner) Indian River County 4225 43rd Avenue Vero Beach, FL 32960 ,OWNER, as set forth in the said Surety Company's bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of January 31, 2014 United Fire & Casualty Company Surety Company By: r Signature of Authorized RepeAgntative Atic eo_�� (Seal): Patricia L. Slaughter _ Title - Attorney -in -Fact and FL Licensed Resident Agent NOTE: 't3ris form is to be used as a companion document to ALA DOCUMENT 0706, CONTRACTORS AFtr DAVIT of PAYMENT OF DEBTS AND CLAIMS Current Edition AIA DOCUMENT 0707 • CONSENT OF SURETY COMPANY TO FINAL PAYMENT s APRIL 1970 EDITION • AIAID ONE PAGE a 1970. THE AMERICAN fNST1TUTE OF ARCHITECTS, 173 5 New York Ave., NW, WASHINGTON, D.C. 20006 283 WMEMEM-r.._ UNITED FIRE & INDEMNITY COWANY, GALVESTON, TX 118 Second Ave SE W1 FINANCIAL PACIFIC INSURANCE COIV,R'ANY, ROCKLIN, CA Cedar Rapids, IA 52401 CERTIFIED COPY OF POWER OF ATTORNEY 319-399-5494 (original on file at Home Office of Company — See Certification) KNOW ALL PERSONS BY THESE PRESENTS, That UNITED FIRE & CASUALTY COMPANY, a corporation duly organized and existing under the laws of the State of Iowa; UNITED FIRE & INDEMNITY COMPANY, a corporation duty organized and existing under the Iaws of the State of Texas; and FINAIINyyCIAL PACIFIC ppINSUamesRANCE COMPANY, a corporation duly organizedandexisting under the laws of the State of Californiaao ESLIEIMtDONAHUE, the ORCM E NtV OR JEFFREYcorporate K REICH,dO�R SUSAN L Rers in Cedar MH,ids, ORState TERESAdL,e make, onQR PATtate �RICIAmt L SLAUGHTER, OR GLORIA A RICHARDS, OR OR DON t3RAMLAGE, OR LISA ROSELAND, OR CHERYL FOLEY, ALL INDIVIDUALLY of MAITLAND FL their true and lawful Attorneys) -in -Fact with power and authority hereby conferred to sign, sea] and execute in its behalf all ]awful bonds, undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $35,C)00,000.00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney, pursuant to the authority hereby given and hereby raged and confirmed. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by UNITED FIRE & CASUALTY COMPANY, UNITED FIRE & INDEMNITY COMPANY, AND FINANCIAL PACIFIC INSURANCE COMPANY. This Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted on May 15, 2013, by the Boards of Directors of UNITED FIRE & CASUALTY COMPANY, UNITED FIRE & INDEMNITY COMPANY, and FINANCIAL PACIFIC INSURANCE COMPANY. "Article VI — Surety Bonds and Undertakings" Section 2, Appointment of Attorney -in -Fact. "The President or any Vice President, or any other officer of the Companies may, from time to time, appoint by written certificates attomeys-in-fact to act in behalf of the Companies in the execution of policies of insurance; bonds, undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby, and the Corporate seal, maybe affixed by facsimile to any power of dhorney or special power of attorney or certification of either authorized hereby; such signature and seal, when so used, being adopted by the Companies as the original signature of such officer and the original seal of the Companies; to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attomeys-in-fact; subject to the limitations set forth in their respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal of the Companies thereto. The President or any Vice President, the Board of Directors or any other officer of the Companies may at any time revoke all power and authority previously given to any attorney-in-fact. '0111 }�.+ fit+\x+111U 1{IAI H4!\V1i1111i17fl1,,,� esr,„ x� CORPORATE TK aglyPP�iq�' n y CORPORATEVaL Pe Q-2 SEALSEAL 'CZ a2 ! 1985 -"++Il i��rr�Q'� �rvia ^C��+�'�I1FOA�t.-��F �r1LI11H1+++N 'rmArmwIkklNo ! IN WITNESS WHEREOF, the COMPANIES have each caused these presents to be signed by its vice president and its corporate seal to be hereto affixed this I 1 t h day of October , 2013 UNITED FIRE & CASUALTY COMPANY UNITED FIRE & INDEMNITY COMPANY FINANCIAL PACIFIC INSURANCE COMPANY By: 12 State of Iowa, County of Linn, ss: a 11 �� ice President On 11th day of October, 2013, before me personally came Dennis J. Rfchmann to me known, who being by me .duly sworn, did depose and say; that he resides in Cedar Rapids, State of Iowa; that he is a Vice President of I ny) FIRE & CASUALTY COMPANY, a Vice President of UNITED FIRE & INDEMNITY COMPANY, and a Vice President of FINANCIAL PACIFIC INSURANCE COMPANY the corporations described in and which executed the above instrument; that he knows the seal of said corporations; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. Wo.Judith A. davls Iowa Notarial Seal NotaryPublic Commission number 173041 My Cammisslon Expkes 4/23/2015 My eomrtriSSion plies: 4123!2015 1, David A. Lange, Secretary of UNITED FIRE & CASUALTY COMPANY and Assistant Secretary of ITED FIRE & INDEMNITY COMPANY, and Assistant Secretary of FINANCIAL PACIFIC INSURANCE COMPANY, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attomey has not been revoked and is now in full force and effect. In testimony whereof I have hereunto subscribed my name and,afiixed the corporate seal of the said Corporations this 3lS+- day of 120 l `A rF 1N U,r, r eonroswre eoRroRATa � Z WL � is. By. �¢ SEAL f���iyelA N+'Y```• +g,fi'�1f►i111+ir� ` o�'r''�C'FOPt1`!+`i``'4 Secretary, OF&C Assistant Secretary, UF&I1FPIC EPOA0049 D913 284 �.e CONTRACTOR'S OWNER X AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS CONTRACTOR CONTRACTOR suR>=T�r OTHER El O AIA Document G706 TO (Owner) ARCHITECTS PROJECT NO: Indian River County CONTRACT FOR: Storage Building 4225 43'd Avenue Vero Beach, FL 32960 L J CONTRACT DATE: October 15, 2012 PROJECT: EOC Storage Building Skate of: Florida County of: Indian River The undersigned, pursuant to Article 9 of the General Conditions of the Contract for Construction, AIA Document A20 1, hereby certifies that, except as listed below, he has paid in full or has otherwise satisfied all obligations for all materials and equipment furnished, for all work, labor, and services performed, and for all known indebtedness and claims against the Contractor for damages wising in any manner in connection with the performance of the Contract referenced above for which the Owner or his property might in any way be held responsible. EXCEPTIONS: (if none, write "None", If required by the Owner, the Contractor shall furnish bond satisfactory to the Owner for each exception.) None. SUPPORTING DOCUMENTS ATTACHED HERETO: I . Consent of Surety to Final Payment. Whenever Surety is involved, Consent of Surety is required. AIA DOCUMENT G707, CONSENT OF SURETY, may be used for this purpose. Indicate attachment: (yes ) (no X ). The following supporting documents should be attached hereto if required by the Owner: I . Contractor's Release or Waiver of [Rens, conditional upon receipt of final payment. 2. Separate Releases or Waivers of Liens from Sub- contractors and material and equipment suppliers, to the extent required by the Owner, accompanied by a list thereof. 3. Contractor's Affidavit of Release of Liens (AIA DOCUMENT G706A), CONTRACTOR: Barth Construction, Inc. Address: 1717 Indian River Blvd., Suite 202-A Vero Beach, FL 32960 BY: scribed and sworn to before me this day ofl �r_l 12014 Notary Public ,/. My Commission Expires: -, / AIA DOCUMENT G706 • CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS • APRIL 1970 EDITION AIA 01970 THE AMERICAN INSTITUTE OFARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 WCOMAtMM I EE tS3sS EXPIRES: duly 21, 25316 tt K*d Ther Nolgq PAA #and ONE PAGE 285 SCRIPPS TREASURE COAST Its NEWSPAPERS Indian River Press Journal ,fir 1801 U.S. 1, Vero Beach, FL 32960 SCRIPPS AFFIDAVIT OF PUBLICATION O.A. 1. STATE OF FLORIDA COUNTY OF INDIAN RIVER Before the undersigned authority personally appeared, Sherri Cipriani, who on oath says that she is Classified Inside Sales Manager of the Indian River Press Journal, a daily newspaper published at Vero Beach in Indian River County, Florida: that the attached copy of advertisement was publshed in the Indian River Press Journal in the following Issues below. Afflant further says that the said Indian River Press Journal is a newspaper published in Vero Beach in said Indian River County, Florida, and that said newspaper has heretofore been continuously published in said Indian River County, Florida, daily and distributed in Indian River County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement; and affiant further says that she has neither paid or promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. The Indian River Press Journal has been entered as Periodical Matter at the Post Offices In Vero Beach, Indian River County, Florida and has been for a period of one year next preceding the first publication of the attached copy of advertisement. Customer INDIAN RIVER Ca PLANNING Ad Pub Number date Copyfine 2607021 3117/2014 PUBLIC HEARING Swor and subscr' ed` before me this day of, March 17, 2014, by V: who is Sherri Cipriani [X] personally known to me or [ ] who has Mary T. Byrne AlARY T 8YRNE s Notary Public • State ofJRMy Ctxn ft Explfes Aug Commission # EE 7q. lie Notary Public as identification. PO # 4-1-14 B©CC NEWSPAPER E -Sheep) LEGAL NOTICE ATTACHED DO NOT SEPARATE PAGES Rq GINA L 67 €4 r �' Cp N K C N Z r7 Z 0 jo E Z � O � r � ,y 43 En N O Q C co (] J N TCPAIM.COM MAMIFK* IM —AY, MAPCN 1?, .y14 , 1C 11PEOUAE COAST NEM—E" • Il -W.�' SCRIPPS TREASURE COAST -"' NEWSPAPERS Indian River Press Journal �T 1801 U.S. 1, Vero Beach, FL 32960 SCRIPPS AFFIDAVIT OF PUBLICATION STATE OF FLORIDA COUNTY OF INDIANRIVER Before the undersigned authority personally appeared, Sherri Cipriani, who on oath says that she is Classified Inside Sales Manager of the Indian River Press Journal, a daily newspaper published at Vero Beach in Indian River County, Florida: that the attached copy of advertisement was publshed in the Indian River Press Journal in the following issues below. Affiant further says that the said Indian River Press Journal is a newspaper published in Vero Beach in said Indian }diver County, Florida, and that said newspaper has heretofore been continuously published in said Indian River County, Florida, daily and distributed in Indian River County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement: and affiant further says that she has neither paid or promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. The Indian River Press Journal has been entered as Periodical Matter at the Post Offices in Vero Beach, Indian River County, Florida and has been for a period of one year next preceding the first publication of the attached copy of advertisement. Customer INDIAN RIVER CO ATTORNEY Ad Pub Number Date CoAyline PO # 10 -A.a. FIECE kAR 2 5 2014 o°'U"rr a ()FF1e°rteY �frs 2608720 312012014 NOTICE OF INTENT-HEARIN(EODE HOUSEKEEPING Sw17JAA subscribed efore me this day of, March 20, 2014, by V who is Sherri . iani [XI personally known to me or [ I who hasp Mary T. Byrne *V, MARY T WRKEy Public • SUde of FlotrldaMy GilExpkn Aa0 2,2014 Commission tF Ef 7134 Notary Public as identification. NEWSPAPER E -Shell LEGAL NOTICE ATTACHED DO NOT SEPARATE PAGES ORIGINAL IP • SCRIPPS TREASURE C0AS7 NEWSPAPERS • THURSDAY, MARCH 90, 7014 • IR NO OREC[ASIIEMSRE �F00EiLOSOAE ADYNtSm"N IN"GEOPSAE mrne1 07 IV 67 4 r CV X 00 Q Q Q nt z T- Z aT Z CL ;3 o F� Z `y W N 0 Q E U7 0 TOPAEM.COM CLALBIRED new NOW feature, focal news is more accessible than ever.