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HomeMy WebLinkAbout11/19/2024j�VE$C\ G� rC E1 BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY FLORIDA COMMISSION AGENDA TUESDAY, NOVEMBER 19, 2024 - 9:00 AM Commission Chambers Indian River County Administration Complex 1801 27th Street, Building A Vero Beach, Florida, 32960-3388 www.indianriver.gov COUNTY COMMISSIONERS Susan Adams, District 1 John A. Titkanich, Jr., County Administrator Joseph Flescher, District 2 Jennifer W. Shuler, County Attorney Joseph H. Earman, District 3 Ryan L. Butler, Clerk of the Circuit Court and Comptroller Deryl Loar, District 4 Laura Moss, District 5 1. CALL TO ORDER 2.A. A MOMENT OF SILENT REFLECTION FOR FIRST RESPONDERS AND MEMBERS OF THE ARMED FORCES 2.B. INVOCATION Minister Jack White, Gifford Church of Christ 3. PLEDGE OF ALLEGIANCE Commissioner Deryl Loar 3.A. OATH OF OFFICE BOARD OF COUNTY COMMISSIONERS The Honorable Nicole Menz, County Judge, Nineteenth Judicial Circuit Court of Florida 3.B. ELECTION OF BOARD OF COUNTY COMMISSION CHAIRMAN 3.C. ELECTION OF BOARD OF COUNTY COMMISSION VICE CHAIRMAN 4. ADDITIONS/DELETIONS TO THE AGENDA / EMERGENCY ITEMS 5. PROCLAMATIONS and PRESENTATIONS 5.A. Presentation by Major League Baseball on Project Updates and Events Coming to the Jackie Robinson Training Center 6. APPROVAL OF MINUTES November 19, 2024 Page 1 of 6 6.A. Regular Meeting of September 10, 2024 Attachments: 09-10-2024 BCC Draft 7. INFORMATION ITEMS FROM STAFF OR COMMISSIONERS NOT REQUIRING BOARD ACTION 7.A. Purchase Order Authorization Attachments: Staff Report 7.11. Event Calendar Attachments: Staff Report 7.C. Pelican Island Audubon Society Tree and Plant Recovery Workshop with Panel Presentations Attachments: Tree and Plant Recovery Workshop with Panel Presentations 8. CONSENT AGENDA 8.A. Award of RFP 2024059 for an Economic Development Strategic Action Plan (EDSAP) Attachments: Staff Report Sample Agreement Exhibit 1 - TIP Pricing Exhibit 2 - TIP Schedule 8.B. Review of the Affordable Housing Advisory Committee 2024 Incentives Review and Recommendation Report Attachments: Staff Report Resolution Draft Report 8.C. Final Payment, Release of Retainage and Change Order No. 1, Trans -Florida Railway Trail from Fellsmere to West of I-95 (IRC -2115) Attachments: Staff Report Contractor's Application for Payment 2115-9 Change Order No. 1 November 19, 2024 Page 2 of 6 8.1). FDOT Small County Outreach Program (SCOP) Agreement and Resolution Authorizing the Chairman's Signature for Construction of Indian River Boulevard from SR-5/US-1/Federal Highway to 17th Street IRC -1817, FM No. 444269-1-54-01 Attachments: Staff Report Indian River County Grant Form Authorizing Resolution FDOT Small County Outreach Program (SCOP) Agreement 8.E. Award of Bid No. 2025008 43rd Avenue Bicycle and Pedestrian Improvements 14th Lane and 15th Place Resurfacing Attachments: Staff Report Sample Agreement 8.F. Approval for Purchase of Fire Rescue Apparatus Attachments: Staff Report Sutphen Quote 8.G. Septic Tank Encroachment Agreement Approval for 425 11th Court Attachments: Staff Report Septic Tank Encroachment Agreement Exhibit A 8.11. Florida Communities Trust Guaranty for Indian River Land Trust - Tony Robinson Extension Property Attachments: Staff Report 11-5-24_IRLT Management Guaranty Letter Toni Robinson Ext Map 9. CONSTITUTIONAL OFFICERS and GOVERNMENTAL AGENCIES 9.A. Supervisor of Elections Annual Fiscal Report Attachments: BOCC End of Year Budget Report 9.B. Clerk of Circuit Court & Comptroller Annual Fiscal Report Attachments: Clerk of Court Annual Fiscal Report 9.C. Sheriff Eric Flowers Annual Fiscal Report Attachments: BOCC End of Year Budget Report 9.1). Sheriff Eric Flowers: Present Altumint Presentation Attachments: Altumint Presentation 10. PUBLIC ITEMS November 19, 2024 Page 3 of 6 A. PUBLIC HEARINGS 10.A.1. Public Hearing for Ordinance Amending Code Indian River County Code Sections 102.01(1), and 102.04 Attachments: Staff report IRC Business Impact Estimate IRC rev Chap 102 Ordinance Amending IRC Code 102.01 10.A.2. Public Hearing - Amended and Restated Developers Agreement Between Providence Point Vero Beach, LLC and Indian River County Attachments: Staff Report Aerial Photo Proposed Amended and Restated Developers Agreement with Providence Point Vero Beach, LLC Copy of Original Developers Agreement with Providence Point Vero Beach, LLC Affidavit of Publication - Amending Developers Agreement - Providence Pointe B. PUBLIC DISCUSSION ITEMS 10.B.1. Request to Speak from President Lance Lunceford, Taxpayers Association President regarding Fiscal Responsibility by County Attachments: Public Discussion Request - Lance Lunceford 10.11.2. Request to Speak from Bill Rigby on Federal and State Funding Procurement Laws Attachments: Nov 19—Request-to-Speak—Rigby C. PUBLIC NOTICE ITEMS 10.C.1. Public Notice of Public Hearing for December 3, 2024, to Consider Ordinance Imposing An Additional Cent of Tourist Development Tax Attachments: Staff Report 11. COUNTY ADMINISTRATOR MATTERS 12. DEPARTMENTAL MATTERS A. Community Services B. Emergency Services C. Human Resources D. Information Technology E. Natural Resources F. Office of Management and Budget November 19, 2024 Page 4 of 6 G. Parks, Recreation, and Conservation H. Planning and Development Services 12.11.1. Gifford Neighborhood Plan (GNP) Status Update Attachments: Staff Report GNP Main 2024 Imp. Matrix sorted by date -2024 I. Public Works J. Utilities Services 12.11. Adoption of Indian River County Department of Utility Services Water, Wastewater & Reuse Water Utility Construction Standards, December 2024, IRCDUS Project ID 00.23.543 Attachments: Staff Report Attachment A — List of Revisions Utility Construction Standards 13. COUNTY ATTORNEY MATTERS 13.A.1. Calcutta Drive Docks Guidance on Potential Changes Attachments: Staff Report Form License Agreements 14. COMMISSIONERS MATTERS A. Commissioner Susan Adams, Chairman B. Commissioner Joseph E. Flescher, Vice Chairman C. Commissioner Joseph H. Earman D. Commissioner Deryl Loar E. Commissioner Laura Moss 15. SPECIAL DISTRICTS AND BOARDS A. Emergency Services District B. Solid Waste Disposal District C. Environmental Control Board 16. ADJOURNMENT November 19, 2024 Page 5 of 6 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 Board 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. 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. Anyone who needs special accommodation with a hearing aid for this meeting may contact the Board of County Commission Office at 772-226-1490 at least 20 hours in advance of the meeting. The full agenda is available on line at the Indian River County Website at www.indianriver.gov 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 Meetings are broadcast live on Comcast Cable Channel 27 Rebroadcasts continuously with the following proposed schedule: Tuesday at 6.00 p.m. until Wednesday at 6:00 a. m., Wednesday at 9:00 a.m. until 5:00 p.m., Thursday at 1: 00 p.m. through Friday Morning, and Saturday at 12:00 Noon to 5: 00 p.m. November 19, 2024 Page 6 of 6 JACKIE ROBINSON TRAINING COMPLEX INDIAN RIVER COUNTY lji�- JACKIE ROBINSON T P A I N I N G© C O M P L L A JACKIE ROBINSON (47 FACILIT'Y I 6mm" P R 0 V E: M E N T": $tn eC�C. Mtlyrinr ini n ru eFrto tlhe C onference 3 IN 9 ff'I 61 I �Coanmwiity �veats : Ergaeir ornrinitTP o Hated atthe*T k o• : ate st #he:iRiC s v+ O Seams High so �9pamwlltY �1►ts '. urtican�: . n�ilton II IIB/*I *ft .. M. :nr1ei11ri: Qptfpt#ttty'to betWei yasi Not u 00*4 bit the • cie�nl#pwlroeh __ . , .AAs platers, .. a I btir�tt Dian i em hre , • ; -42 . sd. .. ; . ellef.:° set up cots-WO rlf Nbtl storm shifts # ►.. �rrrwe.t�Rti,�; : . ; �'�• .. 13 . . --Lu- ® JACKIE ROBINSON T A 4 1 M i Y G[9C 0 M P l[% 0 116 INFORMATIONAL INDIAN RIVER COUNTY OFFICE OF MANAGEMENT AND BUDGET PURCHASING DIVISION DATE: November 1, 2024 TO: BOARD OF COUNTY COMMISSIONERS THROUGH: John A. Titkanich, Jr., County Administrator Kristin Daniels, Director, Office of Management and Budget FROM: Jennifer Hyde, Purchasing Manager SUBJECT: Purchase Order Authorization BACKGROUND: Under the current thresholds established in Section 105.01 of the Indian River County Code, the County Administrator is authorized to approve purchases not associated with a bid or contract, up to $75,000. Nearly all of the fleet vehicles purchased by the County are through cooperative contracts from other agencies such as the Florida Sheriffs Association, State of Florida Department of Management Services, City of Tallahassee, and Duval County, as well as some national cooperatives, such as Sourcewell. With the beginning of the new fiscal year, several departments have available funds for needed vehicles, but the larger contract dealers do not have current availability, or even an estimate on when they may have suitable inventory. The Natural Resources Department requested quotes from several contract dealers for one full sized truck and two mid-sized SUVs. The minimum estimated wait for a vehicle was 3-6 months, and a few vendors declined to quote, since they could not provide a definitive timeline. The Department contacted local dealer Mullinax Ford regarding their inventory, and found three vehicles capable of meeting their needs. The cost of the full sized truck was cheaper than one of the contract quotes, and the SUVs are equivalent in price to the currently unavailable contract SUVs. The individual cost of each of the three vehicles immediately available through Mullinax was within the County Administrator's authority, however, in the interest of transparency, staff would like to present the total purchase to the Board for its information. FUNDING: Funds were expended as indicated in the following tables. 1 INFORMATIONAL PO 101024 to Mullinax Ford for Natural Resources Vehicles Vehicle Cost GL GL Description F-150 4x4 $44,953.50 11128138-o6642o Transportation Fund/Stormwater/Automotive Bronco $32,178.50 11128138-o6642o Transportation Fund/Stormwater/Automotive Bronco $32,178.50 00423137-o66420 MSTU Fund/Natural Resources/Automotive RECOMMENDATION: No action is requested. Indian River County Venue Event Calendar—November/December 2024 For more information go to: www.indianriver.gov HOLIDAY CLOSURES & HOURS • November 28: All County facilities closed in observance of Thanksgiving. • November 29: North County Aquatic Center, Gifford Aquatic Center, and Administrative Offices closed; Public Shooting Range, 9:00am-5:00pm, IG Center, 8:30am-5:00pm. • December 24-25: All County facilities closed in observance of Christmas. • January 1: Gifford Aquatic Center, Administrative Offices, Public Shooting Range, and IG Center closed; North County Aquatic Center, 10:00am-3:00pm. PRECISION HUNTER COMPETITION Thursday -Monday @ Indian River County Public Shooting Range • 9:00am-5:00pm. Cost $5 per target and the daily visit fee. • Ages 18 & older. - ➢ Join us for our newest competition all about precision and accuracy. You may purchase as many targets/entries as you like throughout the month. However, the target chosen by the shooter for submission must be submitted the same day it -is purchased. If the shooter wishes to purchase other targets on different days during the month, they may have their previous submission removed and replaced with the new submission if they wish. However, only ONE target per shooter can be submitted for scoring before the end of the month. ➢ Go to www.indianriver.gov/parksandrecreation to register or call 772-226-3096. BROADWAY BABIES Wednesdays, November 20 -December 11 @ iG Center • 1:00pm-2:00pm. Cost $30 for a 4 -week session or $10 drop-in. • Ages 3 months -4 years. ° ➢ Join Instructor Katherine Connors for this delightful interactive mommy and me style class! We will dance, sing and bop to the best of Broadway Showtunes. A variety of costumes, instruments, puppets, and improv games will be incorporated into classes. ➢ Go to www.indianriver.gov/parksandrecreation to register or call 772-226-1780. CHILDREN'S CRAFT WORKSHOP Wednesday, November 20 @ Bracket Library • 6:00am-7:00pm. FREE! ➢ Ages 6-12. ➢ Join us to make Scarecrow Mason Jars! ➢ Registration is REQUIRED. To register contact, Shannon at 772 400 6375 or email shawk@indianriver.gov. 3 ARTS AND CRAFTS FESTIVAL Saturday & Sunday, November 23-24 @ Indian River County Fairgrounds • Saturday, 9:00am-5:00pm. FREE! • Sunday, 10:00am-4:00pm. FREE! ➢ All ages welcome. ➢ A 250 -booth holiday Art & Craft Expo. Live Music, Food, Adult Beverages and Kids Zone! MOSAIC MARVELS: POLLINATORS Monday, November 25 @ Round Island Oceanside Park • 10:00am-11:30am. FREE! ➢ Ages 5 & older. ➢ Love crafts and nature? Join conservation staff for this unique and free craft event! Participants will create their own mosaic pollinator to take home as they learn about native pollinators. Supplies are limited; advanced registration is required. ➢ For more information contact Olivia at 772-226-1712 or register online at www.indianriver.gov/parksandrecreation. RECREATION AND CONSERVATION HIKING CLUB -NORTH SEBASTIAN CONSERVATION AREA (1.5 MILE) Monday, December 2 @ North Sebastian Conservation Area • 8:30am-10:30am. FREE! ➢ Ages 5 & older. ➢ Interested in exploring Indian River County conservation lands? Join our Recreation and Conservation staff for a free twice monthly hiking club! These interactive events have something for all levels of hiker. Cover miles of trails and gain knowledge as you go! Hikers reaching milestones are eligible to receive prizes! ➢ For more information contact Olivia at 772-226-1712 or register online at www.indianriver.gov/parksandrecreation. CROSS STITCH TUESDAYS Tuesday, December 3 @ Brackett • 4:30pm. FREE! ➢ All ages welcome. ➢ We provide basic instructions and cross stitch projects fbr free and meet the first Tuesday of each month. ➢ For more information contact Hollie at 772-400-6366 or hmcdougall@indianriver.gov. MERRY MAKERS Tuesdays, December 3, 10, & 17 @ iG Center • Ages 6-11, 5:00pm-6:00pm. Cost $10 per session. • Ages 12 & older, 6:30pm-7:30pm. Cost $10 per session. ➢ Join our Merry Makers Workshop, a festive weekly craft class leading up to Christman Participants will create holiday themed crafts, perfect for celebrating the season. ➢ Go to www.indianriver.gov/parksandrecreation to register or call 772-226-1780. 4 LITTLE EXPLORERES: TWEET TREATS Wednesday, December 4 @ Jones Pier Conservation Area • 1:00pm-2:00pm. FREE! ➢ Open to preschool and early elementary school children. ➢ Oh, come ye curious minds to celebrate native songbirds! Learn about the many species of birds and the foods they enjoy during this special Little Explorers event. Participants can expect a story time and seasonal craft. *This event will involve peanut products. ➢ For more information contact Olivia at 772-226-1712 or register online at www.indianriver.gov/parksandrecreation. POSITIVE COACHING ALLIANCE WORKSHOP Wednesday, December 4 @ iG Center • Ages 18 & older. ➢ The Positive Coaching Alliance and Indian River County recreation team have partnered to bring the "Developing Competitors Through Positive Coaching Workshop" to members of the community! There is no cost to attend and light refreshments will be served. ➢ Attendees will become PCA -certified Positive Coaches who know how to establish a Positive Youth Sports Culture where athletes feel safe, seen, heard and valued. ➢ Go to www.indianriver.gov/parksandrecreation to register or call 772-226-1780. HOLIDAY PAINTING PARTY Tuesday, December 5 @ Brackett • 2:00pm. FREE! ➢ Ages 18 & older. ➢ We're getting into the holiday spirit at the library! Join us at our paint and take holiday ornament Painting Party for Adults. Registration is requested. For more information wnta.d Hollie at 772-400-6366 or hmcdougall@indianriver.gov. POG CHAMPS GAMING CLUB Friday, December 6 @ Brackett • 3:30pm. FREE! ➢ Ages 13-18 only. ➢ POG (Play of Game) Champs unite! The gaming club invites game lovers to participate in both board games and video games. ➢ For more information contact Ms. Gi at (772) 400-6308orglee@indianriver.gov. FESTIVE FOREST: NATURE ORNAMENTS Friday, December 6 @ Hallstrom Farmstead Conservation Area • 10:00-11:30am. FREE! ➢ All ages welcome. ➢ Love crafts and nature? Join conservation staff for this unique and free craft eventt Participants will create their own tree shaped ornament for the holiday season! ➢ For more information contact Olivia at 772-226-1712 or register online at www.indianriver.gov/parksandrecreation. k KIDS' TRIATHLON Saturday, December 7 @ Victor Hart Sr. Community Enhancement Complex and Gifford Aquatic Center • 8:OOam. Cost $35. ➢ Ages 6-13. ➢ Swim, Bike and Run! Join the Rotary of Vero Beach for the Annual Kids Triathlon. ➢ For more information email info@ rotaryofverobeach.com or call 772-226-0782. WINTER WONDERLAND PARTY Saturday, December 7 @ Main Library • 10:O0am. FREE! ➢ Families. ➢ Everyone is invited for games, crafts and more. ➢ For more information contact Patti Fuchs at pfuchs@i ndianriver.gov or call 772-400-6318. VERO BEACH GUN SHOW PLUS MILITARY EXPO Saturday & Sunday, December 7-8 @ Indian River County Fairgrounds • Saturday, 9:OOam-5:00pm. Cost $8. • Sunday, 10:O0am-4:OOpm. Cost $8. ➢ All ages welcome. ➢ An annual crowd pleaser with soldiers in uniform, military vehicles, period correct weapons and a live WWII battle reenactment with gunfire, explosions and more! ➢ For more information visit www.patriotshows.com. GRINCH PARTY Tuesday, December 10 @ North Library • 10:OOam AND 6:OOpm. FREE! ➢ Join us for a Meet & Greet with The Grinch on Tuesday, December 10. Families can enjoy stories, crafts and pictures with the Grinch. There will be two sessions, at 10:00am and 6:OOpm. ➢ For more information call Ms. Susan at 772-400-6358 or smelasi@indianriver.gov. FLEET FARMING TWO-PART LECTURE Wednesday, December 11 & 18 @ North Library • 1:OOpm. FREE! ➢ Ages 18 & older. ➢ This two-part lecture series given by the local non-profit Fleet Farming. "Food Accessfor Seniors & Benefits" and "Nourish your Body: A Guide to Healthy Eating. ➢ For more information contact kanderson@indianriver.gov or 772-400-6360. FLORIDA EVERGREEN HIKE Thursday, December 12 @ North Sebastian Conservation Area • 9:30am-11:00am. FREE! ➢ All ages welcome. ➢ Though Florida's winters are mild, some trees still lose their leaves! Join staff to learn about the many species of evergreens that keep Florida a beautiful green year-roijhd.': 6 ➢ For more information contact Olivia at 772-226-1712 or register online at www.indianriver.gov/parksandrecreation. DIY NO -BAKE HOLIDAY COOKIES Friday, December 13 @ Main Library • 3:30pm. FREE! ➢ Teens. ➢ No oven, no problem! Treat yourself by making easy holiday themed sweets while socializing with your peers. ➢ For more information contact Ms. G at (772) 400-6308 or glee@indianriver.gov. AMERICAN RED CROSS LIFEGUARD RECERTIFICATION Saturday & Sunday, December 14-15 @ North County and Gifford Aquatic Centers • Saturday, 9:00am-5:00pm. Cost $150. • Sunday, 9:00am-12:00pm. ➢ Participants must possess a current American Red Cross Lifeguard Certificatiortto participate. ➢ The Saturday class will be held at North County Aquatic Center and the Sunday class will be held at Gifford Aquatic Center. Participants must attend both days. ➢ For more information contact Katie at 772-226-1174 or register online at www.indianriver.gov/parksandrecreation. BREAKFAST WITH SANTA Saturday, December 14 @ iG Center • 9:00am-11:00am. Cost $5. ➢ All ages welcome. ➢ Join us for a magical morning at Breakfast with Santa. Enjoy a scrumptious breakfast, holiday treats, and visit with the big guy! Space is limited. Register early! ➢ For more information contact 772-226-1780 or register online at www.indianriver.gov/parksandrecreation. BILLY YANK & JOHNNY REB: SONGS OF THE AMERICAN CIVIL WAR Sunday, December 15 @ Main Library • 1:30pm-3:00pm. FREE! ➢ All ages welcome. ➢ You are invited to an afternoon of songs and stories from the American Civil War (1861-1865). Musician, and historical reenactor, Gary Gustin performs both songs of the South and the North on banjo and guitar. ➢ Registration is not required. Contact Karrie at (772) 400-6310 or kcole@indianriver.gov for more information. FRIDGID FACTS: COLD ADAPTATIONS Monday, December 16 @ Ansin Riverfront Conservation Area Canoe Launch • 9:30am-10:30am. FREE! ➢ Ages 5 & older. ➢ While most animals cannot throw on a nice sweater, many have adaptations to'deal with chilly weather. Join staff to learn how our wonderful wildlife handles cooler temperatures and reduced food sources. 7 ➢ For more information contact Olivia at 772-226-1712 or register online at www.indianriver.gov/parksandrecreation. HOT COCOA & COZY CRAFTS Wednesday, December 18 @ North Library • 5:00pm. FREE! ➢ Teens. ➢ Stay cozy and warm during chilly times by joining our hot chocolate social. Crafts will be provided. ➢ For more information contact Ms. Gi at (772) 400-6308.or glee@indianrivergov. JINGLE SHELLS: WINTER BEACH WALK Wednesday, December 18 @ Round Island Oceanside Park • 8:30am-9:30am. FREE! ➢ Ages 5 & older. ➢ Want to learn more about the shells and wildlife on beaches? Join educator Olivia for a free interpretive walk on a local beach! ➢ For more information contact Olivia at 772-226-1712 or.register online at www.indianriver.gov/parksandrecreation. NOVEMBER MINT WORKDAY: VOLUNTEER EVENT Friday, December 20 @ Hallstrom Farmstead Conservation Area • 9:00am-12:00am. FREE! ➢ Ages 5 & older. ➢ Join us to improve endangered Lakela's Mint habitat on the 3rd Friday of every month! Volunteers will be removing invasive species and trimming overgrown vegetation. All.tools and gloves will be provided, but feel free to bring your own if you prefer. Water refills and light snacks will be provided. ➢ For more information contact Olivia at 772-226-1712 or register online at www.indianriver.gov/parksandrecreation. WINTER WONDERLAND CHRISTMAS VIBE Friday, Saturday & Sunday, December 20-22 @ Indian River County Fairgrounds • Friday, 11:00am-5:00pm. FREE! • Saturday, 9:30am-5:00pm. FREE! • Sunday, 10:00am-4:00pm. FREE! ➢ All ages welcome. ➢ Join us for a holiday art and craft expo. Lots of. vendors for last minute shopping, live music and local food trucks. Free make and take ornament on Sunday! ➢ For more information email barbaraannsnow@yahoo.com or call 586-242-9931. RECREATION AND CONSERVATION HIKING CLUB-HALLSTROM FARMSTEAD (1.5 MILE) Saturday, December 21 @ Hallstrom Farmstead Conservation Area • 8:30am-10:30am. FREE! ➢ Ages 5 & older. 8 ➢ Interested in exploring Indian River County conservation lands? Join our Recreation and Conservation staff for a free twice monthly hiking club! These interactive events have something for all levels of hiker. Cover miles of trails and gain knowledge as you go! Hikers reaching milestones are eligible to receive prizes! ➢ For more information contact Olivia at 772-226-1712*0r:register online at www.indianriver.gov/parksandrecreation. YOUTH BASKETBALL LEAGUES January 6 -February 28 @ iG Center • Weekday Evenings and Saturday Morning/Afternoon. Cost $50. ➢ `Ages 4-15. ➢ These Coed Youth Basketball Leagues are designed to teach fundamentals of basketball, teamwork, and good sportsmanship in a fun and encouraging environment. Teams will have volunteer coaches who will coordinate practices; residency location will be considered when forming teams. Tiny Tot teams are coached by Recreation staff and parents of players. Games will be played at various locations throughout the county including the iG Center, IRC: Fairgrounds, Sebastian River Middle School, and Sebastian River High School Gymnasiums. All players receive a jersey and a season ending medal. ➢ For more information call 772-226-1780 or register online at www.indianriver.gov/parksandrecreation. 100 MILE SWIMCLUB Daily @ North County and Gifford Aquatic Centers ➢ All ages are welcome. ➢ Get started by setting a personal goal, whether you want to swim 5 miles or 500. Sign up all year long by visiting our aquatics desk. Annual membership $10.00 for local tracking, (laps swam at North County or Gifford Aquatics pool) or 15.00 for Global tracking, (laps swam anywhere) valid January -December. ➢ All participants reaching the 100 miles will receive a yearly certificate indicating the total miles swam and be invited to the end of the year potluck and recognition ceremony. ➢ Swimmers who swim 100 miles at North County and Gifford Aquatic Centers, within the year, will receive an exclusive 100 Mile Swim Club T-shirt. ADULT OPEN GYM BASKETBALL Tuesday and Thursday @ iG Center • 8:30am-12:OOpm. Cost $3.74 plus tax. ➢ Adults 18 & older. ➢ Time where the gymnasium is available to adults to practice skills, shoot hoops, and play pick- up games. ➢ Call 772-226-1780 for more information and to confirm open gym dates. AQUAFIT Tuesday and Thursday @ North County Aquatic Center • 9:30am-10:30am. Cost $5 (or 8 class pass $35/10 class pass for $45). ➢ All ages are welcome. ➢ Move along to music as you perform instructor -guided moves designed to improve cardiovascular function, increase core strength, develop better, and burrrcalories. Let's make the water work for you. Flotation belts and water barbells are available at no cha 9 ➢ For more information, contact the North County Aquatic Center 772-226-1752. ARCHERY 101 Last Sunday @ IRC Shooting Range • 9:00am-11:00am. Cost $60. ➢ Archery 101 is an introduction to archery. Upon completion of the course, you will have a basic understanding of Archery and an increased sense of confidence heading out to the Archery Range or wooded Archery Course. ➢ Contact us at 772-226-3096 for more information or register online at www.indianriver.gov/parksandrecreation. BRIDGE CLASS Thursdays @ iG Center • 4:00pm-6:00pm. Cost $3. ➢ Ages 15 & older. ➢ This informal Bridge Class is designed for beginner to intermediate players. ➢ Go to www.indianriver.gov/parksandrecreation to register or call 772-226-1780. BOARD GAMES Thursday @ iG Center • 1:00pm-4:00pm. Cost $1. ➢ Ages 18 & older. ➢ Join us for a fun -filled afternoon playing some of our favorite board games! ➢ Go to www.indianriver.gov/parksandrecreation to register or call 772-226-1780. CARDIO -BOXING Thursdays @ iG Center • 6:O0pm-7:00pm. $5 per class drop-in. ➢ Ages 13 & older. ➢ Cardio -Boxing is a great way to tone up and improve coordination while burning calories! Emphasis is placed on cardiovascular movements and drills. This beginner friendly class provides an excellent work out for all fitness levels and modifications are available when needed. There is no sparing in this class, the boxing aspect includes: bag work, shadow boxing, foot work, and punching form. ➢ For more information contact 772-226-1780 or register online today at www.indianriver.gov/parksandrecreation. COLORING & COFFEE Tuesday @ iG Center • 9:00am-10:00am. Cost $1. ➢ Ages 18 & older. ➢ Looking for away to unwind and reduce stress? Join us for a morning of relaxation through coloring. Materials provided. ➢ For more information call 772-226-1780. 10 COUNTRY LINE DANCING Tuesday @ iG Center • 6:30pm-7:30pm. Cost $3. - ➢ Ages 14 & older. . ➢ Join us for a fun evening of Country Line Dancing! Instruction and:lessons provided. ➢ Go to www.indianriver.gov/parksandrecreation to register ofcW11,772-226-1780,:..: . GENTLE CHAIR YOGA Tuesday & Thursday @ iG Center • 12:00pm-1:00pm. Cost $5. ➢ All ages welcome! ➢ Designed to improve flexibility and strengthen muscles while using a chair for support. Walk-ins welcome. ➢ Go to www.indianriver.gov/parksandrecreation to register or call 772-2264780. HATHA YOGA Saturdays @ iG Center • 9:00am-10:00am. Cost $6. ➢ Ages 13 & older. ➢ This all -level Hatha Yoga class involves standing and seated poses using a mat or chair, while performing breathing exercises and meditation. Hatha Yoga is a slower and more gentle meditative practice, great for beginners or experienced students, and will still challenge participants mentally and physically. Adaptive Hatha Yoga is a style that Considers all bodies and abilities. It is accessible to everyone. ➢ For more information call 772-226-1780 register online at www.indianriver.gov/parksandrecreation. HEALTHIER YOU WEDNESDAYS Third Wednesday, @ iG Center • 11:00am-12:00pm. FREE! ➢ All ages welcome. ➢ Join Nutrition Educator Amanda Trott to learn the importance of healthy food choices and how to live a healthier, more nutritious lifestyle. ➢ For more information call 772-226-1780. HOMESCHOOL PE Tuesdays @ iG Center • 3:00pm-4:00pm. Cost $3. ➢ Ages 4-10 years. Limited spots please register. ➢ A great chance for children to exercise and make new friends. Teaching children valuable life skills such as teamwork, fairness, and good sportsmanship. There will be no class August 13-27. ➢ Go to www.indianriver.gov/parksandrecreation to register or ca#i 772-226-1780. HOT BODY LADIES BOOTCAMP Mondays & Wednesdays, @ iG Center • 6:00pm-7:00pm. Cost $7. ➢ Ages 13 & older. 11 ➢ Join us for a high intensity aerobics class that will get your heart pumping! This class for women combines HIIT (High Intensity Interval Training), calisthenics, and bodyweight exercises with cardio and strength training for a full body workout! Additional equipment such as weights, resistance bands, and exercise balls may be used. Please bring a mat, towel and water bottle to class. Cost $7 drop-in. Instructor: Sherry Ross. ➢ For more information call 772-226-1780 or register online at www.indianriver.gov/parksandrecreation. ILLUMINATIONS YOGA Mondays & Saturdays, @ iG Center • Mondays, 6:00pm-7:00pm. Cost $10. • Saturdays, 10:15-11:15am. Cost $10. ➢ Ages 13 & older. ➢ Discover ease in the body, mind and spirit with Illuminations Yoga. This gentle yoga practice evolved from Jenny's last book, Mind Over Mat where Jenny shares how you can find your unique path to health and wellbeing. Jenny is an Experienced Registered Yoga Teacher through Yoga Alliance. Everyone 16 & older is welcome, including beginners. A variety of modifications are provided so everyone can enjoy the practice. Instructor: Jenny G. ➢ For more information call 772-226-1780 or register online at www.indianriver.gov/parksandrecreation. IRC RIMFIRE CHALLENGE Last Saturday of every month @ IRC Shooting Range • 9:00am. Cost $15.00 plus tax. ➢ Open to all levels of shooting enthusiasts. It can be for fun, personal improvement or in preparation for a competition. No registration required. ➢ For more information call 772-226-3096. IRC STEEL CHALLENGE Last Friday of every month@ IRC Shooting Range • Begins at 9:00am. Cost $20.00 plus tax, includes standard pistol and rifle ranges. ➢ Allows shooters to test their abilities on steel targets and practice their magazine reloads in the process. No registration required. ➢ For more information call 772-226-3096. MAHJONG Tuesday and Thursday @ iG Center • 10:00am-1:00pm. Cost $2. ➢ Ages 18 & older. ➢ Tile sets are provided as you play in groups of 3-4. Please bring your own Mahjong card. For information regarding Mah Jongg instruction call 772-226-1780. ➢ Go to www.indianriver.gov/parksandrecreation to register. MAT PILATES Tuesday and Thursday @ iG Center • 9:15am-10:15am. Cost $12. ➢ All ages welcome. 12 ➢ Exercises are structured using special equipment designed to improve strength, flexibility, posture and enhance mental awareness. Walk-ins welcome. ➢ Go to www.indianriver.gov/parksandrecreation to register or call 772-226-1780. OPEN GYM PICKLEBALL Monday, Wednesday, and Friday @ iG Center • 8:30am-11:30am. Cost $4.67 plus tax per session. Monday -Friday @ iG Center • 12:OOpm-3:OOpm. Cost $4.67 plus tax per session. Saturday @ iG Center • 8:30-11:30pm. Cost $4.67 plus tax per session. ➢ Pickleball is played in the gymnasium (6 courts) as either singles or doubles with a paddle and a plastic whiffle ball. Please bring your own equipment. Call 772-226-1780 for more information. PICKLEBALL CLASSES —WITH DEREK PRINCE Monday (twice monthly, dates vary) @ iG Recreation Center • 12:30pm-2:OOpm. $30 per class. ➢ Beginner Pickleball Levels I — III / Pickleball Doubles Strategy / Intro to Pickleball. ➢ Go to www.indianriver.gov/parksandrecreation to register or call 772-226-1780. PRE-SCHOOL TUMBLING Friday @ iG Center • 2:30pm and 3:30pm. Cost $20. ➢ Preschool tumbling is a great start for ages 4-5. Children are taught basic tumbling skills:s0ch:as. forwards/backwards rolls, handstands, and cartwheels. Improve self-confidence, basic skills,:. strength, flexibility, and balance. Spaces are limited! ➢ Space is limited, pre -registration is required. For upcoming session dates or to registervisit www.indianriver.gov/parksandrecreation or call 772-226-1780. QI GONG Tuesday @ iG Center • 10:OOam-11:OOam. Cost $12. ➢ No special clothing or equipment required. Stand or sit. Walk-ins welcome. Leave refreshed, relaxed, and joyful. ➢ Go to www.indianriver.gov/parksandrecreation to register or Call 772-226-1780. SENIOR WELLNESS: AEROBICS AND WEIGHTS Monday, Wednesday, and Friday @ iG Center -Sponsored by the Florida Blue Foundation • 8:45am-9:45am and 10:OOam-11:OOam. FREE! Tuesday @ Wabasso Community Center Sponsored by the Florida Blue Foundation • 7:OOam-8:OOam. FREE. ➢ Special programming for our 55+ community to have social interaction and light exercise activity. Activities can be adapted to ability levels and interests. Walk-ins welcome. ➢ For more information call 772-226-1780. SENIOR WELLNESS: ROCK AND ROLL CARDIO Thursday @ Wabasso Community Center -Sponsored by the Florida Blue Foundation • 7:OOam-8:OOam. FREE! 13 Thursday @ iG Center Sponsored by the Florida Blue Foundation • 10:30am-11:30am. FREE! ➢ Like our regular Senior Wellness Program for 55 & older but with fun dancing music to spice it up a notch. Walk-ins welcome. ➢ For more information call 772-226-1780. SENIOR WELLNESS: UPBEAT BOXING Tuesday and Thursday @ iG Center -Sponsored by the Florida Blue Foundation • 3:OOpm-4:OOpm. FREE! ➢ Boxing fitness class geared for ages 55 +. Held twice a week to get you out, active and UP -BEAT! Walk-ins welcome. ➢ For more information call 772-226-1780. SINGING BOWLS Third Thursday @ iG Center • 7:OOpm. Cost $25. ➢ All ages welcome. ➢ Relax, meditate, unwind, and reduce stress while feeling the healing sounds of Tibetan Singing Bowls. Sit or bring your mat, pillow, or blanket while experiencing the energy of soothing vibrations. ➢ For more information call 772-226-1780 or register online at www.indianriver.gov/parksandrecreation. STRETCH & FLEX Monday, Tuesday, and Thursday @ iG Center • 9:15am-10:15am. Cost $5. ➢ Great cardiovascular workout set to music. Helps build endurance and strengthens the heart. ➢ Go to www.indianriver.gov/parksandrecreation to register or call 772-226-1780. SWIM LESSONS Private and group swimming lessons are available throughout the summer months. • Cost $80 per person for four 25 -minute lessons. • $40 per person per session for group lessons. ➢ Scholarships are available for those who qualify. ➢ For information, call the North County Aquatic Center at772-226-1752 or the Gifford.Aquatic Center at 772-226-1175. THURSDAY NIGHT LIGHTS Thursday @ IRC Shooting Range • 5:OOpm-9:OOpm. ➢ We light up the fields for a fun skeet -trap night activity. No registration repaired. ➢ For more information call 772-226-3096. 14 VETERANS YOGA PROJECT -MINDFUL RESILIENCE Wednesday @ iG Center • 2:OOpm-3:OOpm. FREE! ➢ Led by Certified Yoga Alliance Trainer Danielle Martinez. ➢ Class is open to active and retired military, first responders, their families, caregivers, and anyone looking to support veterans. ➢ Call 772-226-1780 for more information. VINYASA YOGA Wednesdays @ iG Center • 6:OOpm-7:OOpm. Cost $5. ➢ Ages 13 & older. ➢ Join Certified Instructor Mirit Wiener and flow to the music at Vinyasa Yoga. Vinyasa is a challenging practice fit for those yoga practitioners having a foundation and understanding of linking breath to movement as well as the seasoned practitioner with a more advanced practice. Vinyasa focuses on consistent movement linking breath to posture. Modifications and options for more restful poses are offered during class. This 1=hour class consists of warm up exercises, movement, standing sequences, balance, cool down, and rest. Participants should bring a yoga mat, towel and water to class. ➢ For more information call 772-226-1780 or register online at www.indianriver.gov/parksandrecreation. YOGA-LATES Tuesday and Thursday @ iG Center • 10:30am-11:30am. Cost $8. ➢ Mix between Yoga and Pilates. Walk-ins welcome. ➢ Go to www.indianriver.gov/parksandrecreation to register or call 772-226-1780. 15 CL c Q) to tLl C o (u, cog be = a> 0 yr 0 z CL c 0 tLl C c c yr 0 z E cl 0- C%. v —0 r, 55 Cs > E E Si 41- INDIAN RIVER COUNTY OFFICE OF MANAGEMENT AND BUDGET PURCHASING DIVISION DATE: October 24, 2024 TO: BOARD OF COUNTY COMMISSIONERS THROUGH: John A. Titkanich, Jr., County Administrator Kristin Daniels, Director, Office of Management and Budget Jennifer Hyde, Purchasing Manager FROM: Shelby Ball, Purchasing Specialist SUBJECT: Award of RFP 20240S9 for an Economic Development Strategic Action Plan (EDSAP) BACKGROUND: On behalf of the Planning and Development Services Department, a Request for Proposals ("RFP") was issued for the development of an Economic Development Strategic Action Plan (EDSAP). The EDSAP aims to enhance economic growth, attract investments, retain businesses, and foster employment opportunities within the County. DISCUSSION: A selection committee comprised of Chris Balter, Planning and Development Services Director, Ryan Sweeney, Planning and Development Services Assistant Director, Nancy Bunt, Assistant County Administrator, and Dori Stone, Past President of the Indian River County Chamber of Commerce independently reviewed and scored the received proposals. The criteria included each Firm's experience in economic development planning, methodology for data analysis including goal formulation and project schedule, references and evidence of success in previous projects, qualifications and availability of the Project Team, and cost-effectiveness and :practicality of the proposed budget. The committee then met to compile an initial ranking of firms. After the initial ranking, the committee agreed to interview the top ranked three firms. After the interviews, the committee declared their ranking as final, and recommended award to the top ranked Consultant. Firm Location 1. TIP Strategies, Inc. Austin, Texas 2. GAI Consultants, Inc./ Community Solutions Group Orlando, Florida 3. Redevelopment Management Associates LLC Pompano Beach, Florida 17 FUNDING: The total proposed cost of the project is $140,000 plus travel expenses not to exceed $150,000. Funding for this plan will come from the General Fund/ Management & Budget/ Other Professional Services account, number 00122913-033190. Account Number Account Description Total Cost 00122913-033190 General Fund/ Management & Budget/ Other Professional Services $150,000 RECOMMENDATION: Staff recommends the Board approve the final ranking of firms, award the RFP to TIP Strategies, Inc., approve the agreement, and authorize the Chairman to execute it, after review and approval by the County Attorney as to form and legal sufficiency, and after the receipt of the required Anti -Human Trafficking Affidavit and approval of the required insurance by the Risk Manager. ATTACHMENT Agreement 18 Consulting Agreement for Economic Development Strategic Action Plan (EDSAP) THIS AGREEMENT, entered into this Day of , 2024, by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida, hereinafter referred to as the "COUNTY", and hereinafter referred to as the "CONSULTANT". BACKGROUND RECITALS: The COUNTY selected CONSULTANT to complete development of an economic development strategic action plan (EDSAP), based on a proposal submitted in response to Request for Proposals 2024059. The COUNTY and the CONSULTANT, in consideration of their mutual covenants, herein agree with respect to the performance of professional consulting services by the CONSULTANT, and the payment for those services by the COUNTY, as set forth in this Agreement. The CONSULTANT shall provide the COUNTY with consulting services and such other related services as defined in the scope of services, provided in RFP 2024059. NOW THEREFORE, in accordance with the mutual covenants herein contained and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. COUNTY OBLIGATIONS The COUNTY will provide the CONSULTANT with a copy of any preliminary data or reports available as required in connection with the work to be performed under this Agreement, together with all available documents in the possession of the COUNTY pertinent to the Services. The CONSULTANT shall satisfy itself as to accuracy of any data provided. The CONSULTANT is responsible for bringing to the COUNTY's attention, for the County's resolution, material inconsistencies or errors in such data that come to the CONSULTANT'S attention. The COUNTY will cooperate fully with the CONSULTANT in order that all phases of the work may be properly scheduled and coordinated. 2. RESPONSIBILITIES OF THE CONSULTANT The CONSULTANT agrees to perform all necessary Services in connection with the work set forth in RFP 2024059. The CONSULTANT agrees to complete the work within the time frame specified in Exhibit 2. The CONSULTANT will maintain an adequate staff of qualified personnel. The CONSULTANT will comply with all present and future federal, state, and local laws, rules, regulations, policies, codes, and guidelines applicable to the Services performed under this Agreement. The CONSULTANT shall during the entire term of this Agreement, procure and keep in full force, effect, and good standing any and all necessary licenses, registrations, certificates, and any and all other authorizations as are required by local, state, or federal law, in order for the CONSULTANT to render its Services as described in this Agreement. The CONSULTANT shall also require all sub -consultants to comply by contract with the provisions of this section. 19 The CONSULTANT will cooperate fully with the COUNTY in order that all phases of the work may be properly scheduled and coordinated. The CONSULTANT will cooperate and coordinate with other COUNTY CONSULTANTS, as directed by the COUNTY. The CONSULTANT shall report the status of the Services under this Agreement to the County Project Manager upon request, and hold all drawings, calculations and related work open to the inspection of the County Project Manager or his authorized agent at any time, upon reasonable request. All documents, reports, maps, contract documents, and other data developed by the CONSULTANT for the purpose of this Agreement, are, and shall remain, the property of the COUNTY. The foregoing items will be created, maintained, updated, and provided in the format specified by the COUNTY. When all work contemplated under this Agreement is complete, and upon final payment, all of the above data shall be delivered to the County Project Manager. The CONSULTANT shall not assign or transfer any work under this Agreement without the prior written consent of the COUNTY. CONSULTANT is registered with and will use the Department of Homeland Security's E -Verify system (www.e- verify.gov) to confirm the employment eligibility of all newly hired employees for the duration of this agreement, as required by Section 448.095, F.S. CONSULTANT is also responsible for obtaining proof of E -Verify registration and utilization for all subconsultants. 3. TERM; DURATION OF AGREEMENT This Agreement shall remain in full force and effect for a period of one year, after the date of execution thereof, or upon completion of all project phases as defined by the COUNTY, whichever occurs earlier, unless otherwise terminated by mutual consent of the parties hereto, or terminated pursuant to Section 8 "Termination". 4. COMPENSATION The COUNTY shall pay to the CONSULTANT a mutually agreed upon maximum amount not -to -exceed professional fee for each completed task, on a deliverable basis, all as set forth in Exhibit 1. Invoices shall be submitted to the County Project Manager, in detail sufficient for proper prepayment and post payment audit. Upon submittal of a proper invoice the County Project Manager will determine if the tasks or portions thereof have been satisfactorily completed. Upon a determination of satisfactory completion, the County Project Manager will authorize payment to be made. All payments for services shall be made to the CONSULTANT by the COUNTY in accordance with the Florida Prompt Payment Act, as may be amended from time to time (Section 218.70, Florida Statutes, et seq.). No additional payment will be due to the CONSULTANT for administrative copies, printing, per diem, meals and lodgings, taxi fares and miscellaneous travel -connected expenses for CONSULTANT's personnel. The County will reimburse travel expenses consistent with County policies and reimbursement rates set forth in Section 112.061, Florida Statues. The COUNTY may at any time notify the CONSULTANT of requested changes to the Services, and thereupon the COUNTY and the CONSULTANT shall execute a mutually agreeable amendment to this agreement. Should this amendment result in the reduction in services, the CONSULTANT shall be paid for the Services already performed 2 20 and also for the Services remaining to be done and not reduced or eliminated, upon submission of invoices as set forth in this Agreement. The COUNTY may, at any time and for any reason, direct the CONSULTANT to suspend Services, in whole or in part under this Agreement. Such direction shall be in writing, and shall specify the period during which Services shall be stopped. The CONSULTANT shall resume its Services upon the date specified, or upon such other date as the COUNTY may thereafter specify in writing. Where the COUNTY has suspended the Services under this Agreement for a period in excess of six (6) months, the compensation of CONSULTANT for such suspended Services may be subject to modification. The period during which the Services are stopped by the COUNTY shall be added to the time of performance of this Agreement. 5. ADDITIONAL WORK If services in addition to the Services provided hereunder are required or desired by the County in connection with the Project, the COUNTY may, at the sole option of the COUNTY: separately obtain same outside of this Agreement; or request the CONSULTANT to provide, either directly by the CONSULTANT or by a sub consultant, such additional services by a written amendment to this Agreement. 6. OWNERSHIP AND REUSE OF DOCUMENTS Ownership and Copyright: Ownership and copyright of all reports, tracings, plans, electronic files, specifications, field books, survey information, maps, contract documents, and other data first developed by the CONSULTANT pursuant to this Agreement, shall be vested in the COUNTY. Said materials shall be made available to the COUNTY by the CONSULTANT at any time during normal business hours upon reasonable request of the COUNTY. On or before the tenth day after all work contemplated under this Agreement or individual Work Order is complete, all of the above materials shall be delivered to the County Project Manager. Reuse of Documents: All documents, including but not limited to reports, drawings and specifications, prepared or performed by the CONSULTANT pursuant to this Agreement, are related exclusively to the services described herein. They are not intended or represented to be suitable for reuse by the COUNTY or others on extensions of this project or on any other project. The COUNTY's reuse of any document or drawing shall be at the COUNTY's own risk. The COUNTY shall not hold the CONSULTANT liable for any misuse by others. 7. INSURANCE AND INDEMNIFICATION During the performance of the work covered by this Agreement, the CONSULTANT shall provide the COUNTY with evidence that the CONSULTANT has obtained and maintains the insurance listed in the Agreement. CONSULTANT shall maintain for the duration of the Agreement, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the CONSULTANT, its agents, representatives, or employees. The cost of such insurance shall be included in the CONSULTANT's fees. Minimum Scope of Insurance A. Worker's Compensation as required by the State of Florida. Employers Liability of $100,000 each accident, $500,000 disease policy limit, and $100,000 disease each employee. B. General Liability $1,000,000 combined single limit per accident for bodily injury and property damage. Coverage shall include premises/operations, products/completed operations, contractual liability, and independent contractors. COUNTY shall be named an "Additional Insured" on the certificate of insurance. 3 21 C. Auto Liability $500,000 combined single limit per accident for bodily injury and property damage. Coverage shall include owned vehicles, hired vehicles, and non -owned vehicles, if applicable. CONSULTANT's insurance coverage shall be primary. All above insurance policies shall be placed with insurers with a Best's rating of no less that A -VII. The insurer chosen shall also be licensed to do business in Florida. The insurance policies procured shall be occurrence forms, not claims made policies. The insurance companies chosen shall provide certificates of insurance prior to signing of contracts, to the Indian River County Risk Management Department. The CONSULTANT shall ensure any subconsultants to maintain the insurance as detailed herein. The Consultant shall indemnify and hold harmless the County and its commissioners, officers, employees and agents, from liabilities, damages, losses, and costs, including, but not limited to, reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the CONSULTANT and other persons employed or utilized by the CONSULTANT in the performance of the contract. 8. TERMINATION This Agreement may be terminated: (a) by the COUNTY, for any reason, upon thirty (30) days' prior written notice to the CONSULTANT; or (b) by the CONSULTANT, for any reason, upon thirty (30) days' prior written notice to the COUNTY; or (c) by the mutual Agreement of the parties; or d) as may otherwise be provided below. In the event of the termination of this Agreement, any liability of one party to the other arising out of any Services rendered, or for any act or event occurring prior to the termination, shall not be terminated or released. In the event of termination by the COUNTY, the COUNTY's sole obligation to the CONSULTANT shall be payment for those portions of satisfactorily completed work previously authorized. Such payment shall be determined on the basis of the percentage of work complete, as estimated by the CONSULTANT and agreed upon by the COUNTY up to the time of termination. In the event of such termination, the COUNTY may, without penalty or other obligation to the CONSULTANT, elect to employ other persons to perform the same or similar services. The obligation to provide services underthis Agreement may be terminated by either party upon seven (7) days prior written notice in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement through no fault of the terminating party. In the event that the CONSULTANT merges with another company, becomes a subsidiary of, or makes any other substantial change in structure, the COUNTY reserves the right to terminate this Agreement in accordance with its terms. In the event of termination of this Agreement, the CONSULTANT agrees to surrender any and all documents first prepared by the CONSULTANT for the COUNTY in connection with this Agreement. The COUNTY may terminate this Agreement for refusal by the CONSULTANT to allow public access to all documents, papers, letters, or other material subject to the provisions of Chapter 119 Florida Statutes and made or received by the CONSULTANT in conjunction with this Agreement. 0 22 The COUNTY may terminate this Agreement in whole or in part if the CONSULTANT submits a false invoice to the COUNTY. CONSULTANT certifies that it and those related entities of CONSULTANT as defined by Florida law are not on the Scrutinized Companies that Boycott Israel List, created pursuant to s. 215.4725 of the Florida Statutes, and are not engaged in a boycott of Israel. COUNTY may terminate this Contract if CONSULTANT, including all wholly owned subsidiaries, majority-owned subsidiaries, and parent companies that exist for the purpose of making profit, is found to have been placed on the Scrutinized Companies that Boycott Israel List or is engaged in a boycott of Israel as set forth in section 215.4725, Florida Statutes. CONSULTANT certifies that it and those related entities of CONSULTANT as defined by Florida law are not on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, create pursuant to Section 215.473 of the Florida Statutes and are not engaged in business operations in Cuba or Syria. COUNTY may terminate this agreement if CONSULTANT is found to have submitted a false certification as provided under section 287.135(5), Florida Statutes, been placed on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or been engaged in business operations in Cuba or Syria, as defined by section 287.135, Florida Statutes. 9. MISCELLANEOUS PROVISIONS Independent Contractor. It is specifically understood and acknowledged by the parties hereto that the CONSULTANT or employees or sub -consultants of the CONSULTANT are in no way to be considered employees of the COUNTY, but are independent contractors performing solely under the terms of the Agreement and not otherwise. Merger; Modification. This Agreement incorporates and includes all prior and contemporaneous negotiations, correspondence, conversations, agreements, or understandings applicable to the matters contained herein and the parties agree that there are no commitments, agreements, or understandings of any nature whatsoever concerning the subject matter of the Agreement that are not contained in this document. Accordingly, it is agreed that no deviation from the terms hereof shall be predicated upon any prior or contemporaneous representations or agreements, whether oral or written. No alteration, change, or modification of the terms of this Agreement shall be valid unless made in writing and signed by the CONSULTANT and the COUNTY. Governing Law; Venue. This Agreement, including all attachments hereto, shall be construed according to the laws of the State of Florida. Venue for any lawsuit brought by either party against the other party or otherwise arising out of this Agreement shall be in Indian River County, Florida, or, in the event of federal jurisdiction, in the United States District Court for the Southern District of Florida. Remedies; No Waiver. All remedies provided in this Agreement shall be deemed cumulative and additional, and not in lieu or exclusive of each other or of any other remedy available to either party, at law or in equity. Each right, power and remedy of the parties provided for in this Agreement shall be cumulative and concurrent and shall be in addition to every other right, power or remedy provided for in this Agreement or now or hereafter existing at law or in equity or by statute or otherwise. The failure of either party to insist upon compliance by the other party with any obligation, or exercise any remedy, does not waive the right to so in the event of a continuing or subsequent delinquency or default. A party's waiver of one or more defaults does not constitute a waiver of any other delinquency or default. If any legal action or other proceeding is brought for the enforcement of this Agreement or because of an alleged dispute, breach, default, or misrepresentation in connection with any provisions of this Agreement, each party shall bear its own costs. 5 23 Severability. If any term or provision of this Agreement or the application thereof to any person or circumstance shall, to any extent, be held invalid or unenforceable for the remainder of this Agreement, then the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable shall not be affected, and every other term and provision of this Agreement shall be deemed valid and enforceable to the extent permitted by law. Availability of Funds. The obligations of the COUNTY under this Agreement are subject to the availability of funds lawfully appropriated for its purpose by the Board of County Commissioners of Indian River County. No Pledge of Credit. The CONSULTANT shall not pledge the COUNTY's credit or make it a guarantor of payment or surety for any contract, debt, obligation, judgment, lien, or any form of indebtedness. Survival. Except as otherwise expressly provided herein, each obligation in this Agreement to be performed by CONSULTANT shall survive the termination or expiration of this Agreement. Construction. The headings of the sections of this Agreement are for the purpose of convenience only, and shall not be deemed to expand, limit, or modify the provisions contained in such sections. All pronouns and any variations thereof shall be deemed to refer to the masculine, feminine or neuter, singular or plural, as the identity of the parties or parties may require. The parties hereby acknowledge and agree that each was properly represented by counsel and this Agreement was negotiated and drafted at arm's-length so that the judicial rule of construction to the effect that a legal document shall be construed against the draftsperson shall be inapplicable to this Agreement. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed to be an original copy and all of which shall constitute but one and the same instrument. 10. Public Records Compliance Indian River County is a public agency subject to Chapter 119, Florida Statutes. The Consultant shall comply with Florida's Public Records Law. Specifically, the Consultant shall: (1) Keep and maintain public records required by the County to perform the service. (2) Upon request from the County's Custodian of Public Records, provide the County with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119 or as otherwise provided by law. (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the County. (4) Upon completion of the contract, transfer, at no cost, to the County all public records in possession of the Consultant or keep and maintain public records required by the County to perform the service. If the Consultant transfers all public records to the County upon completion of the contract, the Consultant shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the contractor keeps and maintains public records upon completion of the contract, the Consultant shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the County, upon request from the Custodian of Public Records, in a format that is compatible with the information technology systems of the County. 24 B. IF THE CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONSULTANT'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: (772) 226-1424 publicrecords@indianriver.gov Indian River County Office of the County Attorney 180127th Street Vero Beach, FL 32960 C. Failure of the Consultant to comply with these requirements shall be a material breach of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the date first written above. COUNTY: INDIAN RIVER COUNTY By: By: Susan Adams, Chairman By: John A. Titkanich, Jr., County Administrator APPROVED AS TO FORM AND LEGAL SUFFICIENCY: By: Jennifer W. Shuler, County Attorney Ryan L. Butler, Clerk of Court and Comptroller Attest: Deputy Clerk (SEAL) Designated Representative: Christopher Balter Planning & Development Services Director 180127 1h Street, Vero Beach, FL 32960 cbalter@indianriver.gov 772-226-1250 7 Attest (CONSULTANT) (CORPORATE SEAL) Address for giving notices: License No. (Where applicable) Agent for service of process: Designated Representative: (If CONSULTANT is a corporation or a partnership, attach evidence of authority to sign.) 25 Exhibit 1— Pricing 26 Exhibit 2 — Project Timeline 27 L BUDGET The fee for completion of this work is $140,000, plus expenses, with total costs not to exceed $150,000. If we are selected based on our approach, qualifications, and experience, our team will work with the County to align the scope with the financial resources available for the execution of this project. FEES Our contracts are typically structured as a flat fee, payable in set monthly installments based on the estimated length of the engagement. The breakdown shown below is an estimate and is intended to reflect anticipated level of effort. $140,000 EXPENSEZ Expenses are subject to approval and are billed at cost. They include custom data purchases (if any) and travel and lodging associated with conducting this work. ► Travel. We anticipate a combination of virtual and in-person meetings for this work. The not -to -exceed amount provided above assumes between three and four in-person trips to the region. The per unit cost shown below are estimates only. Actual trips may include a mix of travel modes and varying levels of staffing, travel days, etc. The timing and number of trips would be discussed as part of the development of a project work plan. ► Deliverables. All deliverables will be in electronic format. If requested, TIP can provide printed copies at cost. All deliverables will be provided in TIP's color scheme and fonts unless custom branding is agreed upon in advance. E. PROJECT SCHEDULE The TIP team is available to begin work immediately upon agreement of terms. The timeline assumes .a commencement date of October 1, 2024, as indicated on page 3 of the RFP, and estimates nine Mor0s for project . .. completion. It is intended to provide an overview of the process and can be adjusted to meet project objectives. .r CONSENT AGENDA BCC Meeting 11-19-2024 INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Board of County Commissioners THROUGH: John A. Titkanich, Jr., County Administrator PREPARED BY: Cindy Emerson, Community Services Director DATE: November 19, 2024 SUBJECT: Review of the Affordable Housing Advisory Committee 2024 Incentives Review and Recommendation Report It is requested that the following information be given formal consideration by the Board of County Commissioners at its regular meeting on November 19, 2024. DESCRIPTION AND CONDITIONS As part of HB 1375, enacted in 2007, the Legislature revised section 420.9076, F.S., to require that local governments establish a local Affordable Housing Advisory Committee (AHAC). On March 18, 2008, the Indian River County Board of County Commissioners (BCC) approved Resolution 2008-038 to establish Indian River County's AHAC. According to state law, the principal responsibility of the AHAC is to submit a report to the local governing body that includes a recommendation on, or evaluation of the affordable housing incentives identified in Paragraphs A through K of Section 420.9076 (4), F.S. (see page 2 of this staff report). Consistent with the provisions of Section 420.9076 F.S. (up until the 2020 legislative session), every three years, the AHAC was required to review the local government's established policies and procedures, ordinances, land development regulations, and comprehensive plans and recommend specific actions or initiatives to encourage or facilitate affordable housing, while protecting the ability of a property to appreciate in value. Pursuant to House Bill 1339, adopted during the 2020 Florida Legislative Session, the triennial requirement changed to an annual requirement starting in 2021. The County's first AHAC report was approved by the BCC on December 9, 2008, submitted to the Florida Housing Finance Corporation (FHFC) before its December 31, 2008, due date, and thereafter approved by the FHFC. Subsequent AHAC reports were prepared, recommended for approval by AHAC, approved by the BCC, and submitted to the FHFC in 2011, 2014, 2017, 2020, 2021, and 2022. The County's next AHAC report is due to the state by December 31, 2024. To meet that deadline, staff have prepared the 2024 incentives review and recommendations report for AHAC's consideration. 30 ANALYSIS Section 420.9076 (4) F.S. requires that, at a minimum, the advisory committee (AHAC) submit a report to the local governing body (BCC) that includes recommendations on affordable housing incentives in the following areas: a. The processing of approvals of development orders or permits, as defined in F.S. 163.3164(7) and (8), for affordable housing projects are expedited to a greater degree than other projects. b. All allowable fee waivers are provided for the development or construction of affordable housing. C. The allowance of flexibility in densities for affordable housing. d. The reservation of infrastructure capacity for housing for very low-income, low-income, and moderate -income. e. Affordable accessory residential units. f. The reduction of parking and setback requirements for affordable housing. g. The allowance of flexible lot configuration, including zero -lot -line configurations for affordable housing. h. The modification of street requirements for affordable housing. i. The establishment of a process by which a local government considers, before adoption, policies, procedures, ordinances, regulations, or plan provisions that increase the cost of housing. j. The preparation of a printed inventory of locally owned public lands suitable for affordable housing. k. The support of development near transportation hubs and major employment centers, and mixed-use developments. In 2008, 2011, 2014, 2017, 2020, 2021, and 2022, the Indian River County Affordable Housing Advisory Committee reviewed Indian River County's existing affordable housing incentives, as well as new affordable housing strategies and policies. Through that process, the AHAC reached a consensus and provided directions to staff on the county's then -existing and proposed strategies and policies. By assessing the county's affordable housing incentives and strategies, the AHAC addressed the affordable housing incentives referenced in paragraphs A through K of Section 420.9076(4) F.S. For each incentive, the report included a description, reference to existing county regulations, analysis, and recommendations. All recommendations of the previous AHAC reports were incorporated into the county's Comprehensive Plan and Land Development Regulations (LDRs). Recently, staff prepared a draft 2024 AHAC report. That AHAC report is a compilation and evaluation of the county's current affordable housing incentives, the incentives referenced in Section 420.9076(4) F.S., and affordable housing strategies and policies that were adopted by the county, as part of the county's 2010 EAR -based comprehensive plan amendments, and the county's previous AHAC report. As indicated in the draft 2024 AHAC housing incentives report, the county has already adopted and implemented all but one of the affordable housing incentives identified in items A through K of Section 420.9076(4) F.S. The incentive not adopted is item H, which relates to modifying minimum street requirements. Staff analysis shows that the county's current street right-of-way requirements are appropriate to ensure public safety is not excessive and should be maintained. Staffs AHAC report analysis indicates that the county has successfully implemented incentives for providing affordable housing within the county. County affordable housing incentives have been in place for many years and have been used by not-for-profit housing organizations and for-profit affordable housing developers to provide affordable housing for county residents. 2 31 CONCLUSION Currently, Indian River County provides all, but one of the eleven affordable housing incentives listed in items A through K of Section 420.9076 F.S. In the past, the ten adopted incentives have resulted in non-profit housing organizations and for-profit affordable housing developers providing affordable housing in the county. As structured, the AHAC report identifies the county's existing affordable housing incentives, provides an analysis of those incentives with respect to the incentives listed in items A through K of Section 420.9076 F.S., and includes a recommendation on each incentive. In the report, staff is recommending that the county maintain the ten adopted, existing incentives. AFFORDABLE HOUSING ADVISORY COMMITTEE ACTION At its regular meeting on October 30, 2024, the AHAC voted unanimously to recommend that the Board of County Commissioners approve the 2024 AHAC Incentives Review Report and direct staff to submit a copy of the report to the Florida Housing Finance Corporation (FHFC). RECOMMENDATION Staff and the Affordable Housing Advisory Committee recommend that the Board of County Commissioners approve the 2024 AHAC Incentives Review Report and direct staff to submit a copy of the report to the FHFC for review by December 31, 2024. ATTACHMENT 1. DRAFT 2024 AHAC Report 2. DRAFT RESOLUTION 32 3 RESOLUTION NO. 2024 - A RESOLUTION OF THE INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS APPROVING THE INDIAN RIVER COUNTY AFFORDABLE HOUSING ADVISORY COMMITTEE (AHAC) 2024 REPORT AND DIRECTING STAFF TO SUBMIT THE AHAC REPORT TO FLORIDA HOUSING FINANCE CORPORATION (FHFC) WHEREAS, The County, on April 6, 1993, adopted ordinance 93-13, establishing the county's Local Housing Assistance Program pursuant to section 420.9072, Florida Statutes and Rule 67-37, F.A.C.; and WHEREAS, pursuant to revised Section 420.9076(4), F.S., each local government participating in the State Housing Initiatives Partnership (SHIP) program must prepare an Affordable Housing Advisory Committee Report that recommends to the local governing body specific actions or initiatives to encourage or facilitate affordable housing; and WHEREAS the Indian River County Affordable Housing Advisory Committee (AHAC) held a public hearing pursuant to the requirements of Section 420.9076(5), F.S., on October 30, 2024, to review the Affordable Housing Advisory Committee's 2024 Report; and WHEREAS the AHAC at its October 30, 2024, public hearing voted to recommend that the Board of County Commissioners approve the report; and WHEREAS a copy of the Affordable Housing Advisory Committee report must be submitted to the Florida Housing Finance Corporation by December 31, 2024; and NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Indian River County, Florida THAT: Section 1. The above recitals are ratified in their entirety. Section 2. The attached Indian River County Affordable Housing Advisory Committee 2024 Report is hereby approved. 33 RESOLUTION NO. 2024 - Section 3. Staff are directed to submit a copy of the AHAC report to the Florida Housing Finance Corporation by December 31, 2024. The foregoing resolution was offered by Commissioner and seconded by Commissioner , and being put to a vote, the vote was as follows: Chairman, Susan Adams Vice Chairman, Joseph E. Flescher Commissioner, Joesph H. Earman Commissioner, Deryl Loar Commissioner, Laura Moss The Chairman thereupon declared the resolution duly passed and adopted this 19th day of November 2024. (Signatures on next page) 2 34 Attest by: RESOLUTION NO. 2024 - Board of County Commissioners of Indian River County Susan Adams, Chairman Ryan L. Butler, Clerk of Court and Comptroller APPROVED AS TO FORM AND LEGAL SUFFICIENCY I: Jennifer W. Shuler County Attorney 3 35 Proposed Indian River County Affordable Housing Advisory Committee 2024 Incentives Review and Recommendation Report Community Services Department Indian River County 1800 27b Avenue Vero Beach, Florida 32962 (772) 226-1870 Approved by the Affordable Housing Wvisory Committee at a Public Hearing on (Octo 30, 2024) Approv "by the oard of County Commissioners (November 19, 2024) Resolution No. 2024 — 1 36 With passage of HB 1375 in 2007, local governments that receive State Housing Initiatives Partnership Program funds were required to establish an Affordable Housing Advisory Committee (AHAC) by June 1, 2008. In Indian River County, the Board of County Commissioners created an Affordable Housing Advisory Committee on March 18, 2008. Between 2008 and 2019, triennially each AHAC was required to review their local government's established policies and procedures, ordinances, land development regulations and comprehensive plan and recommend specific actions or initiatives to encourage or facilitate affordable housing, while protecting the ability of property to appreciate in value. Pursuant to House Bill 1339 adopted during the 2020 Florida Legislative Session, each AHAC must now annually complete this task. In Indian River County, the first AHAC report was approved by the Board of County Commissioners on November 19, 2008. Following submission of the initial AHAC report, reports were required to be submitted triennially on December 31 every three years. Therefore, the subsequent AHAC reports were approved on December 6, 2011, December 9, 2014, December 5, 2017, December 1, 2020, and December 7, 2021. The next AHAC report must be submitted to the FHFC by December 31, 2024. According to Section 420.9076 (4) F.S., each A14AC report must give recommendations on affordable housing incentives in the following areas: A. The processing of approvals of development orders or permits, as defined in s. 163.3164(7) and (8), for affordable housing projects is expedited to a greater degree than other projects. B. All allowable fee waivers provided for the development or construction of affordable housing. C. The allowance of flexibility in densities for affordable housing. D. The reservation of infrastructure capacity for housing for very low-income persons, low income persons, and moderate -income persons. E. Affordable accessory residential units. F. The reduction of parking and setback requirements for affordable housing. G. The allowance of flexible lot configuration, including zero -lot -line configurations for affordable housing. H. The modification of street requirements for affordable housing. I. The establishment of a process by which a local government considers, before adoption, policies, procedures, ordinances, regulations, or plan provisions that increase the cost of housing. J. The preparation of a printed inventory of locally owned public lands suitable for affordable housing. K. The support of development near transportation hubs and major employment centers and mixed-use developments. 2 37 BACKGROUND In February, 1990, the Indian River County Board of County Commissioners adopted the Indian River County Comprehensive Plan. In the Housing Element of that plan, Policy 1.3 stated: "An advisory committee shall be appointed by the Board of County Commissioners to provide additional guidance on county housing policies. Comprised of representatives of the housing industry, financial institutions, Housing Authority, and citizens, the committee shall be advisory and terminated upon acceptance of its final report. This committee shall submit a final report to the Board of County Commissioners by 1993..." Consistent with Housing Policy 1.3, the Board of County Commissioners, on March 5, 1991, created a fifteen (15) member Indian River County Affordable Housing Advisory Committee (Resolution No. 91-29). That committee was comprised of representatives of the housing industry, financial institutions, and the Housing Authority, as well as citizens. In April 1993, the Affordable Housing Advisory Committee voted to adopt and transmit the Committee's Final Report to the Board of County Commissioners for its review and consideration. That final report was submitted to the Board of County Commissioners on May 25, 1993, and the original AHAC was then dissolved. In 1992, the Florida Legislature established the; State Housing Initiatives Partnership (SHIP) program. The purpose of the SHIP program is to provide funds to local governments for the provision of affordable housing for qualifying households. In order to receive SHIP funds, the county was required to satisfy several requirements, including the creation of a Local Affordable Housing Advisory Committee to conduct a review of the county's regulations and to develop a Local Housing Incentive Plan. To obtain SHIP funds, the Board of County Commissioners adopted the Indian River County Local Housing Assistance Program (Ordinance #93-13) in April 1993. Consistent with the requirements of Section 420.9076, F.S. and Section 308.07 of the County Code, the Board of County Commissioners created the county's second Affordable Housing Advisory Committee (AHAC) in 1993. The function of that committee was to review the County's Local Housing Assistance Plan and develop local housing incentive strategies. Once established, that committee worked with staff and fulfilled all of the requirements of Section 420.9076, F.S. On December 13, 1994, the Board of County Commissioners adopted the final Indian River County Affordable Housing Incentive Plan with resolution number 94-162. That plan which remains in effect includes many of the affordable housing incentives listed in paragraphs A through K of Section 420.9076(4) F.S. The second AHAC was dissolved in 2001. Since adoption of the affordable Housing Incentive Plan, the county's affordable housing incentives have been utilized by for-profit and non-profit housing developers and organizations to provide affordable housing within the county. Through those incentives, 2,634 affordable rental housing units have been constructed. Also, 1,698 income eligible 3 38 individuals have received SHIP and HHR funds for the purchase of a home and/or for rehabilitation of their housing unit. Consistent with the 2007 legislature's directive, Indian River County established its Affordable Housing Advisory Committee in March 2008 and, in December 2019, updated its membership composition consistent with state statute. The primary function of the AHAC is to prepare an update on the County's Local Housing Incentives Report. In 2008, 2011, 2014, 2017, 2020, and annually from 2021— 2023, the AHAC prepared the County's update. This is the ninth Local Housing Incentives Report update. Beginning in December 2018 and concluding in early 2020, the BCC directed the AHAC to study the affordable housing issue outside of the county's normal three-year window to update its incentives and recommendations report. That directive included the request to review the county's existing local affordable housing incentives and programs and County regulations impacting and encouraging the development of more affordable housing to develop recommendations for improvement. AHAC report ' corporates many of the AHAC's recent findings and recommendat' opted by the AllWon January 22, 2020, and those ultimately approved by the BC ebruary 18, 2020. ANALYSIS In this section, each of the Ch .76(4), uirements, A through K, are addressed. For each of the r` c tions from the county's Comprehensive Plan and Land Demo atio Rs) are provided. Each section also include ,. sis and r A.The process of approvals of development orders or permits, as defined in s.163.3164(7) and (8), for affordable housing projects is expedited to a greater degree than other projects. Section 163.3164(7), F.S. defines a development order as "any order granting, denying, or granting with conditions an application for a development permit." Section 163.3164(8), F.S. defines a development permit to "include any building permit, zoning permit, subdivision approval, rezoning, certification, special exception, variance, or any other official action of local government having the effect of permitting the development of land". In Indian River County, permits for affordable housing projects are expedited to a greater degree than other projects. Established policies and procedures for expedited permitting are found in Policies 1.5 and 1.6 of the Housing Element. These policies read as follows: POLICY 1.5: By 2015, the county shall establish a web -based permitting process. POLICY 1.6: The county shall take aft necessary steps to eliminate delays in the review of affordable housing development projects. In order to :define delay, the county hereby establishes the following maximum timeframes for approval of projects when an applicant provides needed information in a timely manner: - Administrative approval — 5 days; - Minor site plan — 5 weeks; - Major site plan — 6 weeks, - Special exception approval —13 weeks Whenever these review times increase by 150% or more due to the workload of review staff, the county will begin prioritizing the review ofaffordable housing development project applications. In prioritizing affordable housing development project applications, staff will schedule affordable housing project applications for rev' < re other types of project applications to ensure that maximum review timeframes are not exc affor " housing projects. ANALY Consistent with Policy 1.6, the Community Services Department processes affordable housing projects ahead of all other projects. This has been done since 1994. For each affordable housing project application, SHIP staff notifies other reviewing departments that the application is an affordable housing project and must be reviewed ahead of all other projects. Overall, this process has worked well, with affordable housing projects identified upfront and reviewing departments expediting these project reviews. For major affordable housing projects, this process has saved applicants several weeks in application review/processing time. In 2019, after a recommendation from the AHAC, the County revised the permit expediting process further to make identification of affordable housing permits more identifiable. For hardcopy permit application submissions, the new process uses a bright neon green affordable housing permit expediting form and a similarly colored permit review folder to designate the permit as a permit that must be expedited. 5 40 More recently, in 2020, in response to the COVID-19 health crisis, the Community Development Department implemented an electronic permit e-mail application process for all building permits, and this has now become a permanent feature. While not specific to affordable housing, the electronic permit application process eliminates the time it takes to produce paper copies and have them delivered. With this process, applicants may request that the permit be expedited in the subject line of the e-mail and provide a copy of the neon green permit expediting form. RECOMMENDATION: The county should maintain Housing Element Policy 1.5, regarding web -based permitting, and Policy 1.6, regarding prioritizing the permit process review of affordable housing development projects ahead of all other projects. No other action is needed. BOARD OF COUNTY COMMISSIONERS ACTION: Board of County Commissioners Approval of the AHAC B. All allowable fee waivers provided for the development or construction of affordable housing. Impact fees and utility capacity charges are one-time charges applied toward new construction to generate the revenue necessary to make capacity -producing capital improvements. Overall, these impact fees and utility capacity charges increase the cost of housing. Until Florida's 2019 legislative session, communities in Florida that adopted impact fees were required by statute and/or case law to apply those impact fees to all activities that create a demand for capital facilities. During the 2019 legislative session, however, Florida's Impact Fee Act was amended to allow exemptions for affordable housing (housing for households earning less than 120% of Area Median Income (AMI)). In March of 2020, with the County's most recent impact fee study and fee schedule update, Indian River County adopted a portion of the allowable affordable housing impact fee waiver/reduction allowance as part of the County's Impact Fee Regulations under Title X of the Indian River County code. Indian River County now provides: • impact fee exemptions for single-family homes of less than 1,000 square feet (under air) for households with incomes below 80% of AMI; and • impact fee reductions at 50% of the calculated rate for single-family homes between 1,000 square feet and 1,500 square feet (under air) for households with incomes below 80% of AML In October of 2022, the Board of County Commissioners directed County Staff to prepare a formal amendment to the County's Impact Fee Regulations under Title X of the Indian River County code and to begin providing the following impact fee waiver/reductions per the Pending Ordinance Doctrine: • impact fee exemptions for single-family homes of less than 1,500 square (under air) for households with incomes below 80% of AMI; and • impact fee exemptions for multifamily units of less than 1,500 square feet for households with incomes below 80% AMI Impact fees for single-family homes of any square footage larger than 1,500 square feet (under air) and impact fees for homes of less than 1,500 square feet (under air) not occupied by households with household incomes of less than 80% of AMI continue to be collected at the full calculated and adopted rates with no affordable housing reduction or waiver. Currently, Indian River 'County provides SHIP program loans and grants of up to $20,000.00 per unit to income -eligible households for the cost of impact fees and utility capacity charges for new units. The county also provides SHIP loans and grants for existing units to connect to the county's regional water and wastewater system. To obtain SHIP impact fee funds, applicants must execute loan or grant agreements with the county, indicating that they will comply with the county's Local Housing Assistance Program's requirements. Those loans or grants are limited to income -eligible households in the Very low Income (VLI) (not to exceed 50% of the county's median income), Low Income (LI) (51-80% of the county's median income), and moderate -income (MI) (between 81-120% of the county's median income) categories. 42 Besides providing impact fee loans and grants, the county also provides financing of water and sewer capacity charges for new units and existing units connecting to the county regional system. The following policies from the Housing Element of the Comprehensive Plan provide for financial assistance for payment of impact fees and connection charges for affordable housing units. POLICY4.3: The county shall maintain its current policy of financing water and sewer capacity charges for newly constructed housing units. POLICY 4.4: The County shall maintain its Housing Trust Fund, which provides below-market interest rate financing and/or grants for land acquisition, downpayment/closing cost loans, impact fee%apacity charges payment loans, and rehabilitation loans for affordable housing units in the county. The fund will also assist non-profit facilitators with pre -development expenses associated with very low, low, and moderate income housing development Some disbursements from the Housing Trust Fund will be grants, but the majority of funds will be revolving loans, with borrowers, paying back principal and applicable interest into the trust, therefore ensuring a permanent source of financing. ANALYSIS: Impact fees and utility capacity charges are needed to provide revenue for constructing capacity -producing capital improvements necessary to accommodate growth. Overall, impact fee revenue partially funds the construction of major roadways, libraries, schools, parks, correctional facilities, fire/ems facilities, law -enforcement facilities, solid waste facilities, and public buildings, and capacity charges fund the expansion of the county's regional water and sewer system. These fees are based on fair share payments by the people benefiting from the capital improvements, impact fees and utility capacity charges. With respect to affordable housing, those fees increase the cost of housing and put a burden on the production of affordable housing projects. To lessen the impact on affordable housing projects, the county in March of 2020 (upon recommendation by the AHAC and approval by the BCC) implemented new impact fee waivers/exemptions impact fees for single-family homes of less than 1,500 square feet occupied by households earning less than 80% of Area Median Income. The County's SHIP program can also be utilized to provide impact fee loans and grants to extremely low, very low, and moderate -income households and grants and loans to connect to the county water or sewer system (this includes loans associated with new home construction to Habitat for Humanity clients). Besides using SHIP funds, in the past, the county has provided impact fee grants and loans to eligible households as part of Community Development Block Grant (CDBG) neighborhood revitalization and housing projects. Although CDBG funds can be used for impact fee loans and grants, they are not always available for the county to utilize. This is due to a number of factors, including the fact that: • the County must apply to the state for CDBG program funds for a specific project; • the application process is highly competitive, and awards are not guaranteed; • the County can only have one active/open CDBG contract with the state at any given time; • at times, the County submits CDBG applications and obtains awards for non- housing -related projects; • CDBG awards can last from 2 to 4 years at a time, and 8 43 • the County cannot apply for more CDBG funds until the previously awarded CDBG project is complete and the awarded CDBG contract with the state is closed out. Overall, the county has provided many SHIP impact fee grants/loans to eligible households. Since this program has been successful, the county should keep its SHIP Program impact fee assistance strategy for income -qualified households. The County's new impact fee waiver categories for single-family and multifamily homes of less than 1,500 square feet for income -eligible households should also be maintained and evaluated in future years to determine their overall utilization and whether or not adjustments should be made to the eligible categories. RECOMMENDATION: The county should maintain Housing Element Policy 4.3 and Policy 4.4 regarding financing of impact fees, payment of impact fees, and payment of water and wastewater capacity charges for income -eligible households through SHIP funds. The County should also maintain its newly adopted impact fee waiver and reductions under Title X of the Indian River County Code for certain single-family and multifamily housing units occupied by households with incomes of less than 80% of AMI, and the County should continue to apply for other funding sources (such as CDBGs) to subsidize impact fees and utility capacity charges. BOARD OF COUNTY COMNUSSIONERS CTION: Board of County,, < f ApprovV the AHAC Recommendation 9 44 C.The allowance of flexibility in densities for affordable housing. Within Indian River County, the future land use map and zoning district designations establish a maximum density or intensity for all properties. Overall, density is an important factor in forming the character of a community and the preferred lifestyle of its residents. While higher densities may result in lower housing costs, higher across-the-board densities, do not always translate into lower housing prices. Consequently, the preferred method for reducing housing costs through increased density is to provide affordable housing density bonuses associated with affordable housing projects. Currently, Housing Policy 2.5 and LDR Section 911.14(4) provide affordable housing projects with up to a 20% density bonus over the maximum density established by the underlying land use designation. Currently, Housing Element Policy 2.5 and Section 911.14(4) of the LDRs provide for affordable housing density bonuses. Section 971,41(9) of the LDRs provides for small lot subdivisions for affordable housing. POLICY 2.5: The County shall maintain its affordable housing density bonus provision for planned development projects, allowing eligible affordable housing projects with a market value of affordable housing units not to exceed 2 I/2 times the county's mediate income, to receive up to a 20% density bonus based on the following table. Very Low Income (VLI) and 10 Low Income Density (LI) Bonus Range of Possible Affordable (Percent Addi .' ;I u* B r Providing Additional Buffer :. , Density Bonus Units increase and ng ne of the following options Percentage as in (Percentin units) (Percent increase in Percentage allowable allowable units) Of units). Project's Total Units Option I Option II Material equal to a 20' Material equal to a 25' wide Type C buffer* with 6' wide Type B buffer* with 6' opaque feature along opaque feature along residential district residential district boundaries and 4' opaque boundaries and 4' opaque feature along roadways feature along roadways More than 30% 10% 5% or 10% 10-20% *Buffer types are identified in Chapter 926 of the county's Land Development Regulations The county's current median income is $82,800 (per FHFA 04/01/2024). The County's Affordable Housing Density Bonus Provisions are Codified in Section 911.14(4) of the LDRs (located at Municode. comb 10 45 As part of the AHAC's January 22, 2020, recommendations, the AHAC recommended increasing the density bonus from 20% to 50%. The BCC agreed in concept, but requested that the County Attorney's office review to consider any legal considerations and present its findings to the BCC for a final determination. If reviewed and approved by the BCC, staff will ultimately need to prepare draft revisions to Section 971.41(9) for BCC consideration. Another option to increase affordable housing project yields is the county's small lot subdivision allowance. Although the county's small lot subdivision regulations, section 971.41(9) of the county's land development regulations, do not have an allowance for density bonuses, the smaller lot configuration allows for more lots to be created. While a standard RS -6 parcel (single-family residential up to 6 units per acre) has a minimum lot size of 7,000 square feet, the small lot subdivision regulation allows for lot sizes to be reduced to 5,000 square feet. While standard RS -6 zoning typically yields about 2.5 to 3 units per acre, a small lot subdivision can yield up to 5 units per acre. The countv's Small Lot Subdivision for Affordable Housing Proiects are Codified in As part of the AHAC's January 22, 2020 recommendations, the AHAC recommended and the BCC approved in concept allowing very small lotsubdivisions (smaller lots than currently provided for in the small lot subdivision regulations. In the future, regulations for very small lot subdivisions will be prepared and considered for adoption. ANALYSIS: The allowance of an up to 20% density bonus (or more based on recent recommendation by the AHAC) for affordable housing projects and the county's small lot subdivision provision and potential very small lot subdivision regulations approved in concept by the BCC provide and can provide for the development of affordable housing projects with higher densities and/or higher yields. Those provisions are appropriate tools for providing density increases for affordable housing projects. General density increases, however, are not acceptable in Indian River County and may not result in less expensive homes. RECOMMENi I N: The county should affordable housing density bonus and small lot subdivision provisions for affords ousing projects and move forward with providing specific ordinance revision recommendations to the BCC for very small lot subdivisions and for increased density bonuses for affordable housing development projects. BOARD OF COUNTY COMMISSIONERS ACTION: Board of County Commissioners Approval of the AHAC Recommendation Yes [] No ❑ 11 46 D.The reservation of infrastructure capacity for housing for very low income persons, low income persons, and moderate income persons. Consistent with state law, the Indian River County Comprehensive Plan provides that no development, including housing development, shall be approved unless there is sufficient infrastructure capacity or capacity funding available to serve the development. These requirements are contained in Chapter 910, Concurrency Management System, of the county's LDRs. This concurrency management requirement serves as the principal mechanism for ensuring that growth is managed in a manner consistent with the provisions of the comprehensive plan. In Indian River County, there are two types of concurrency certificates. One is a conditional concurrency certificate. A conditional concurrency certificate indicates that, at the time of conceptual development approval, there is sufficient capacity to accommodate the development. Conditional concurrency, however, does not require payment of impact fees and water and sewer capacity charges and does not vest or guarantee that capacity will be available at the time of building permit issuance. The second type of concurrency is initial concurrency. Initial Concurrency requires payment of impact fees and water and sewer capacity charges and vests (reserves capacity for) the development. In Indian River County, initial concurrency certificates vest capacity for the duration of the concurrency certificate, either one (1) year, three (3) years, or seven (7) years. According to county regulations, initial concurrency certificates may be issued only to projects with approved site plans or complete Land Development Permit applications. To obtain an initial concurrency certificate, an applicant must pay all applicable impact fees, as well as water and sewer capacity charges, in advance of development. This then vests the project and guarantees that adequate infrastructure will be available for the project at the time of building permit issuance. The vesting will last for the duration of the concurrency certificate and will expire at the end of the concurrency certificate timeframe. After issuance of an initial concurrency certificate, an applicant must obtain all building permits associated with the initial concurrency certificate and pursue development to completion by obtaining a Certificate of Occupancy (CO). ANALYSIS: Reserving infrastruc acity upfront for a project is important if there are deficiencies in concurrency -related acilities. In Indian River County, there currently is sufficient capacity in all concurrency -related facilities to accommodate development projects. Therefore, reserving capacity upfront is not a critical issue at this time. 12 47 As development activity increases in the future, however, capacity may become an issue. When that occurs, reserving capacity for a project may become an actuality. Reserving capacity for one project means that the capacity reserved for the project is not available for other projects. For that reason, the county requires that an applicant pay all impact fees and utility capacity charges in order to reserve capacity, thereby ensuring that the county has the funds to construct the increment of capacity consumed by the applicant's project. To date, no affordable housing project or unit has been denied due to concurrency requirements. RECOMMENDATION: The county should maintain its current concurrency management procedures, which allow for upfront reservation of infrastructure capacity. Like oft applicants, affordable housing applicants may apply for an Initial Concurrency Certificate and reserve infrastructure capacity upfront. Each time the county evaluates its affordable housing incentives, the county will also determine whether or not its concurrency requirements are an impediment to approving affordable housing projects or issuing permits for affordable housing units. BOARD OF COUNTY COMMISSIONERS, ACTION: Board of County Commissioners Approval of the AHAC Recommendation Yes [] No 13 48 E. Affordable accessory residential units. Through its land development regulations, Indian River County permits tilt construction of small dwelling units (second unit) as accessory to single family houses on a residentially zoned property. This regulation is intended to make inexpensive dwelling units associated with a primary residence available to low income households. Following is the applicable LDR section for accessory dwelling units. Section 971.41(10) of the LDRs Accessory Dwelling Unit: a) The construction of an accessory dwelling unit on a residentially zoned lot shall be allowed subject to the provisions of this section). The standards and requirements of this section are intended to make available inexpensive dwelling units to meet the needs of older households, single -member households, and single parent households. This is in recognition of the fact that housing costs continue to increase, that households continue to decline in size, and that the number of elderly Americans is on the rise. (b) Districts requiring administrative permit approval, A-3 A-2 A-1 RFD RS -1 V-2 RS -3 RS -6 RT -6 RM -3 RM -4 RM -6 RM -8 RM -10 Con -2 Con -3 Rose -4 RMH-6 RMH-8 I Requirements of section 971.41(10) shall not supersede property owner deed restrictions. (d) Additional information required: L A site plan conforming to Chapter 914 requireme e) Criteria for accessory dwelling units: 1. Accessory dwelling units shall be located on y" which satisfy the minimum lot size requirement of the applicable zoning district, with the exception o legal nonconforming lots that are at least 75 feet wide and have a minimum lot area of 9,750 square feet. 2. Any accessory dwelling unit shall be clearly incidental to the principal dwelling and shall only be developed in conjunction with or after development of the principal dwelling unit. 3. On lots that are less than 200,000 square feet in size, not more than one (1) accessory dwelling unit shall be established in conjunction with a principal dwelling unit. 4. No accessory dwelling unit shall be established in conjunction with a multifamily dwelling unit 5. For lots that are one(]) acre in size or less, the heated/cooled gross floor area of the accessory dwelling unit shall not exceed fifty (50) percent of the heated/cooled gross floor area of the principal structure or one thousand,000) gross square feet, whichever is less. For lots greater than one (1) acre in size or less, the heated/closed gross floor area of the accessory dwelling unit shall not exceed fifty (50) percent of the heatedlcooled gross floor area of the principal structure or one thousand two hundred (1,200) gross square feet, whichever is less. Existing accessory dwelling units may be enlarged consistent with the above allowances. Any accessory dwelling unit shall be no smaller than three hundred (300) gross square feet of heated/cooled area. 6. Lots two hundred thousand (200, 000) square feet in size or greater may be allowed a second accessory dwelling unit not exceeding six hundred (600) square feet in size. 7. For lots that are less than two hundred thousand (200,000) square feet in size, detached accessory dwelling units shall be located no farther than seventy-five (75) feet in distance from the principal dwelling unit from the closest point of the principal dwelling unit to the closest point of the accessory dwelling unit For lots two hundred thousand (200,000) square feet in size or greater, the maximum distance separation shall be one hundred fifty (150) feet measured in the same manner. 14 49 & Excluding converted garage accessory dwelling units, the accessory dwelling unit shall be designed so that the exterior facade material is similar in appearance to the facade of the existing principal structure. 9. One(]) off-street parking space shall be provided for each accessory dwelling unit in addition to the minimum spaces required for the principal dwelling unit 10. The accessory dwelling unit shall be serviced by centralized water and wastewater, or meet the environmental health department's well and septic tank and drain field requirements. Modification, expansion or installation of well and/or septic tank facilities to serve the accessory dwelling unit shall be designed in a manner that does not render any adjacent vacant properties "unbuildable" for development when well and/or septic tank facilities would be required to service development on those adjacent properties. 11. No accessory dwelling unit shall be sold separately from the principal dwelling unit All accessory dwelling unit and the principal dwelling unit shall be located on a single lot or parcel or on a combination of lots or parcels unified under a recorded unity of title document 12. An accessory dwelling unit shall be charged an impact fee based an the lowest appropriate residential unit impact fee category 13. Mobile or manufactured homes and recreational vehicles shard not be used as accessory dwelling nits. The accessory dwelling unit shall mee the minimum requirements for a dwelling unit in accordance with the Florida Building Code. 14. All applicable zoning district regulations pertaini to setbacks and lot coverage provisions shall be met 15. An accessory dwelling unit shall not be op er vacation rental, as defined in Section 901.03. No accessory dwelling unit may be utilized for com purposes or may be permitted to obtain home occupation permit On February 18, 2020, the BCC approved a reco on by the AHAC to increase the square footage cap for accessory dwelling units from to 50% of heated/cooled gross floor area of the principal home and to keep the 750 oot under air cap, except for lots greater than one acre in size con g a fesi greater than 2,500 square feet under air. In those; the acce dwe 'cap d be 1,000 square feet. On June 19, 2022, the BCC approved an L endment increases the maximum size for ADUs to 50% of the heated/cooled area a primary residence or 1,000 square feet (this is increased to 1,200 sf for lots exceeding one acre in size), whichever is less. On parcels that are 200,000 square feet or larger, a second accessory dwelling unit is allowed as long as the size does not exceed 600 sf. ANALYSIS: On September 29, 1992, the Board of County Commissioners adopted the county's accessory dwelling unit provision. In Indian River County, accessory dwelling units are allowed in all residential zoning districts. In addition to allowing for these smaller units, Section 971.41(10) of the county's land development regulations establishes specific land use criteria to regulate the size, location, and appearance of these units and prevent overcrowding. Even though the county has allowed accessory dwelling units since 1992, these types of units were not popular until 2004, when the price of land and housing started to increase. When housing affordability became an issue, more people started looking at ways to create affordable housing units. One method was to build more accessory dwelling units. These types of units are appropriate as affordable housing units. Recently recommended revisions will allow more opportunities for homeowners to create more appropriately sized affordable housing units throughout the Unincorporated County. is 50 RECOMMENDATION: The county's accessory dwelling unit provision with modifications proposed by AHAC and adopted by the Board of County Commissioners is appropriate. BOARD OF COUNTY COMMISSIONERS ACTION: Board of County Commissioners Approval of the AHAC Recommendation Yes [] No ❑ ... . . : .. t 16,51 F. The reduction of parking and setback requirements for affordable housing. As structured, the county's Land Development Regulations establish minimum setback and lot size requirements for both single-family residential zoning districts and multiple -family residential zoning districts. These setback requirements provide a standard separation between houses and between houses and roadways. For affordable housing projects, the small lot subdivision provisions of section 971.41 of the LDRs allow for a reduction of lot size and building setbacks for single-family homes. In the RS -6 zoning district, for example, single-family homes are required to have a minimum lot width of seventy (70) feet. With small lot subdivisions, however, lots having a minimum width of only fifty (50) feet and reduced sideyard setbacks of seven (7) feet (instead of ten (10) feet) can be created. While rear yard setbacks are reduced from 20 feet to 15 feet, the minimum front yard setback on all single-family homes from the edge of right-of-way is twenty (20) feet. This setback distance allows for cars to be parked in the driveway and not block the sidewalk or impede pedestrian moveme More recently, the AHAC proposed and on February 18, 2020 the Bproved the concept of allowing for very small lot subdivisions that would have lots as 'arrow as 36 feet. While the concept needs to be presented in code form to the BCC, it is anticipated that side, front, and rear yard setbacks will be similar to those of the County's small lot subdivision provisions. For residential uses, throughout the County's various residential zoning districts, the county requires two parking spaces for each dwelling unit. This requirement is detailed in section 954.05(56) and is as follows: Section 954.03(56) Single-family dwellings and duplexes. Two (2) spaces for each dwelling unit, single-family dwellings, and duplexes shall be exempted from all other requirements in subsections 954.07(4)' and 954.10. U ed parking spaces shall be exempted from the front yard setback requirements. ANALYSIS: To ensure health and10fty, all residential development must meet current minimum parking and setback requirements for the appropriate zoning district as established in the county LDRs. For example, the county's 20 -foot minimum front yard setback provides enough distance, but not an excessive distance, for parking a vehicle in a driveway without the vehicle projecting into the sidewalk. Reducing or eliminating parking requirements would force residents to park in roadway rights-of-way. This could create safety issues unless minimum mandatory right-of-way widths are increased (which would reduce lot depth and area). Generally, reduced setbacks for affordable housing projects are appropriate, because reduced setbacks can increase yield and reduce housing prices. In Indian River County, 17 52 the small lot subdivision allowances provide for reduced lot sizes, as well as reduced side yards and reduced rear yard setbacks, for affordable housing projects only. The very small lot subdivision concept proposed by AHAC and conceptually approved by the BCC on February 18, 2020, would serve to maintain an appropriate front yard setback but would reduce lot widths to as little as 36 feet. This would provide for the development of more homes and help to reduce overall development costs while maintaining minimal but acceptable setback distances. RECOMMENDATION: G. The allowance of flexible lot configuration, including zero lot line configurations for affordable housing. Currently, the Board of County Commissioners may grant waivers from the residential development standards found in Chapter 911 of the LDRs through the Planned Development (PD) process established in Chapter 915 of the county LDRs. If granted, these waivers can allow for development of small lot configuration, zero lot line and reduced setback projects. The waiver criteria for the PD process are found in section 915.15 of the LDRs and are provided below. Section 915.15. Planned development allowable waivers and development paraweters. (1) Conceptual P.D. plans shall list, for all areas and phases within the P.D. project area, the proposed waivers and development parameters for the following: a. Minimum lot size (in square feet); b. Minimum lot width (in feet); c. Minimum lot frontage (in feet); d Minimum yard setbacks for buildings: front, rear, and side; a Minimum yard setbacks for accessory structures (sack as pools, patios, and decks); front, rear, and side; f. Maximum lot coverage; building(s) and impervious surface area; g. Minimum separation distances between buildings; h. Minimum right-of-way widths (byroad type); L Minimum open space per lot and by phase [Note: The minimum open space for the entire project shall meet or exceed the requirements of section 915.18.1 j Minimum preservadon/conservation area per lob Note: more conceptual plan submittal requirements are listed -out in section 915.22 (2) Notwithstanding other provisions in this chapter (915) and Chapter 971, specific land use criteria listed in Chapter 971 may be waived (modified or not applied) where such criteria would merely apply to the compatibility of uses within the P.D. project area if approved by the county. Where specific land use criteria apply to the relationship of a uses) within a P.D. project and properties adjacent to the project area, the specific land use criteria shall apply pursuant to the provisions of chapter 971. (3) The convention dards and criteria found in Chapter 911, Zoning, not covered in section 915.15(1) shall apply unlip, otherwise specifically waived or modified by other provisions of this chapter. ANAL Generally, the PD process serves as a mechanism whereby the county can approve projects with reduced setbacks and/or mixed uses. The advantage of using the PD process instead of traditional zoning is that an applicant can increase or at least maximize his development project's density. In the PD process, however, there are development -required trade-offs, such as additional landscaping, which are required to gain the waivers for smaller lots and higher yields. These trade-offs can have the effect of off -setting any housing unit price reductions due to increasing yield. The county's small lot subdivision allowance, however, provides for specific reduced lot sizes, and setbacks without requiring any specific waivers. This is anticipated to be, to a greater extent, true with potential very small lot subdivision regulations recommended by the AHAC and conceptually approved by the BCC on February 18, 2020. County Planning Staff are in the process of studying the inclusion of affordable housing as a public benefit in the PD process. Once a quantifiable understanding of the full benefit of 19 54 affordable housing is established in comparison to other proposed benefits. Then staff will be able to move forward with making affordable housing a regular component of residential planned developments. RECOMMENDATION: The county should maintain its existing PD process, which allows for waivers from conventional zoning standards (setbacks, lot size, etc.) as an option for residential development projects. The County should continue to investigate the inclusion of affordable housing in the PD process and then move towards making it a regular component of a residential planned development. 20_ H. The modification of street requirements for affordable housing. As adopted, the county's existing sidewalk and street requirements provide for minimum construction standards to ensure public safety. According to section 913.09(b)(1) (Subdivisions and Plats) of the LDRs, all subdivisions must comply with the minimum standards set forth in Chapter 952 (Traffic). While Chapter 952 sets the minimum right- of-way width for a local or residential street at 60 feet, the minimum right-of-way width may be reduced to 50 feet if the street is constructed with a curb and gutter drainage system. In both cases, however, minimum lane widths remain the same at 11 feet. Although there is a higher cost associated with curb and gutter construction than with swale drainage, the reduction in the amount of right-of-way can produce a higher yield for a project. These street right-of-way requirements can be modified through the Planned Development (PD) process. Following is the county's current minimum right-of-way requirement, 913.09(b)(1) Minimum street and rights-of-way widths. The minimum street and rights-of-way widths shall be as stated in Chapter 952, Traffic, of the LDRs. The board of county commissioners may require the increase of right-of-way and pavement widths if it finds that the modification in width is consistent with the projected traffic needs and good engineeringpracdd&JVo variance will be granted on minimum right-of-way widths for public streets. Right-of-way widths f -way streets may be reduced from the above standards as approved by the public works director. :. . ANALYSIS: As structured, the county's minimum strut -of-way width requirements are based on the minimum area needed to accomm the: ous improvements that must be located in the right-of-way. Besides travel s walks, and drainage facilities, these improvements include water and sewer lines, lines, phone lines, cable lines, and others. Since the referenced improvements must be provided for in the road right-of-way, the county has determined that the minimum right-of-way width generally must be 60 feet for swale drainage roads and 50 feet for curb and gutter roadways. Reductions in those widths, however, may be accommodated via special designs approved through the County's PD (Planned Development) process. Because the county's minimum local road right-of-way width requirement may be modified through a PD process, when warranted, the county accommodates the subject incentive. RECOMMENDATION: The county's current street right-of-way general requirements are appropriate to ensure public safety, and the County's current allowance for modifications through the PD approval process should be maintained. 21 56 BOARD OF COUNTY COMMISSIONERS ACTION: Board of County Commissioners Approval of the AHAC Recommendation Yes [] No ❑ ...... 22 57 I. The establishment of a process by which local government considers, before adoption, policies, procedures, ordinances, regulations, or plan provisions that increase the cost of housing. Currently, Policy 1.7 of the Housing Element of the Comprehensive Plan requires that a financial impact statement be provided to appropriate advisory committees as well as to the Board of County Commissioners prior to the adoption of any new county regulation that may increase the cost of housing. Below is Policy 1.7 of the Housing Element of the Comprehensive Plan which details the adoption process for county regulations that may increase the cost of new housing. POLICY 1.7: As part of the adoption process for any county regulation which could affect housing development, county planning staff shall prepare a Financial Impact Stalewent to assess the anticipated impact of the proposed regulation on the cost of housing. When proposed regulatory activities are anticipated to increase the estimated cost per unit for the development of housing, the Financial Impact Statement shall include an estimated increased cost per unit projection. The financial impact statement then will be reviewed by the Planning and Zoning Commission, and, if possible, the Affordable Housing Advisory Committee. Those groups shall consider the regulation's effect on housing cost in making their recommendation to the Board of County Commissioners. The Board of County Commissioners will consider the financial impact statement in snaking its final decision on the adoption of any proposed regulations. ANALYSIS: Since 1994, staff has prepared Financial Impact Statements for all proposed new regulations impacting housing costs. By providing Financial Impact Statements of proposed regulations to decision -makers before the adoption of those regulations, planning staff ensures that decision -makers consider the costs as well as the benefits of proposed new policies, ordinances, and regulations. While these Financial Impact Statements do not prevent the Board ofCounty Commissioners from adopting new regulations, the statements do provide the Board with an additional tool to measure the effect of proposed regulations. RECOMMENDATION: The county's current process of providing Financial Impact Statements to the Board of County Commissioners prior to the adoption of any new regulations, ordinances, policies, procedures, or plan provisions that may increase the cost of affordable housing should be maintained. BOARD OF COUNTY COMMISSIONERS ACTION: Board of County Commissioners Approval of the AHAC Recommendation Yes No 0 23 58 J. The preparation of a printed inventory of locally owned public lands suitable for affordable housing. In 2006, the Florida State Legislature passed HB 1363 relating to affordable housing. One provision of that bill was that each local government must prepare an inventory of all real property that it owns within its jurisdiction that is appropriate for use as affordable housing. Beginning in July 2007, then every 3 years thereafter, Indian River County needs to prepare an inventory list of all real property within its jurisdiction to which the county holds fee simple title and is appropriate for use as affordable housing. At a public hearing on June 19, 2007, the Board of County; Commissioners reviewed an inventory list of 2007 county -owned properties. The Board then adopted a resolution that included an inventory list of county -owned properties that are appropriate for affordable housing. With respect to those properties, the Board of County Commissioners decided to donate the parcels to non-profit housing organizations for the construction of permanent affordable housing. Consistent with the legislature's three-year 'review requirement, the Board of County Commissioners, in 2010, 2013, 2016, 2019, and 2022 reviewed an associated inventory list of county owned properties appropriate for the provision of affordable housing. At those times, the Board decided to sell surplus properties and deposit the sale proceeds into the county's affordable housing trust fund, as well as donate surplus properties to non-profit affordable housing developers. Comprehensive Plan Housing Element Policy 2.4 provides for maintaining an inventory of all surplus county -owned land and making those lots available to housing developers. POLICY2.4: The county's general services department shall, pursuant to section 125.379 F.S., maintain an inurplus ,Gpunty-owned land and foreclosed properties that are appropriate for affor v ous these properties consistent with section 125.379 F.S. requirements. Consisten 'th state law, the BoardW County Commissioners, in 2007, reviewed and approved an inventory list of county -owned properties. Of all the properties on that list, ten were determined to be appropriate for affordable housing. The county then donated eight of these properties to non-profit affordable housing organizations for the construction of permanent affordable housing units. The non-profit housing organizations that received the donated lots were Habitat for Humanity, Every Dream Has a Price, and the Coalition for Attainable Homes. Donating county -owned surplus lands to non-profit housing organizations will reduce the cost of affordable housing units on the donated properties and is an appropriate, affordable housing tool. In 2010, 2013, 2016, 2019, and 2022, the county reviewed and approved its associated inventory lists of county -owned properties. The board determined certain properties to be surplus and directed staff to donate certain properties to non-profit housing organizations and sell the remaining properties and deposit the proceeds in the county's affordable housing trust fund. 24 59 RECOMMENDATION: Policy 2.4 of the Housing Element should be maintained, and the county should continue to keep a list of county owned surplus properties appropriate for affordable housing and disposing of those properties. BOARD OF COUNTY COMMISSIONERS ACTION: Board of County Commissioners Approval of the AHAC Recommendation Yes [�] No ❑ K. The support of development near transportation hubs and major employment centers and mixed-use developments. In Indian River County, the Future Land Use Map (FLUM) identifies areas appropriate for residential development and the appropriate density for those areas. The objective of the FLUM is to create a land use pattern that situates residential development in close proximity to schools, health care facilities, employment centers, and major roadways. Policy 1.9 of the housing element provides support of development near transportation hubs, major development centers, and mixed-use developments. The policy reads as follows: Policy 1.9: The county shall support housing development _near transportation hubs, major employment center, and mixed-use development by expediting the permit process for these types of housing projects. ANALYSIS: In Indian River County, the future land use map is an important tool in establishing appropriate locations for residential development. Generally, the map provides for residential development to be located near compatible land uses and existing neighborhoods and proximate to public transportation, major employment centers, and community services. Ideally, affordable housing projects -should be located near employment centers and transportation hubs for additional savings in terms of transportation costs and travel time. For ° that reason, the county supports locating affordable housing developments near transportation hubs, major employment centers, and mixed -,-,use leve opIn.by expedit' the p t process for these types of housing pro The county should maintain housing element policy 1.9 for support of residential developments to be located near transportation hubs, employment centers, and mixed-use developments by expediting permit reviews for these types of developments. At its next Evaluation and Appraisal Report (EAR) review, the county will examine its land use policies and land use designations to determine if such policies and designations are appropriate for encouraging development near transportation hubs and major employment centers and consistent with a recent AHAC recommendation will evaluate the need for additional multi -family allowances (either through increased multi -family zoning or increased allowances for multi -family housing in other zoning districts). Solutions will be reviewed with the County Attorney to consider any potential legal issues and proposed to the BCC. 26 61 BOARD OF COUNTY COMMISSIONERS ACTION: Board of County Commissioners Approval of the AHAC Recommendation Yes [] No ❑ Other Housing Strategies Besides the affordable housing incentives listed in paragraphs A through K of Section 420.9076 F.S., the county has established several other policies to assist non-profit housing organizations in providing affordable housing throughout the county. Community Land Trust (CLT) Policy 4.10 of the Housing Element reads as follows: Policy 4.10: the county shall assist non-profit housing organizations in establishing Community Land Trusts (CLT) by providing technical support to those organizations. One tool to provide homeownership opportunities to households that would otherwise be renters is a Community Land Trust. A Community Land Trust (CLT) is a nonprofit organization that seeks to preserve housing affordability over the long term. By selling homes to low or moderate -income 'lies, but retaining ownership of the land under those homes, a CLT preserves housing lability even after an affordable housing unit is sold. Generally, a CLT leases a el to a eowner for 99 years while the homeowner owns the structure on th nd In the an trust m , btu f land ee that, when they move, they will sell their home to another ow or moderate-inco ily at an affordable price. Consequently, the resale of CLT units is limited to income eligible resale of CLT units is limited to income - eligible income -eligible households, and resale prices are limited to keep CLT units affordable for the next homebuyer. By owning the land under the house, the land trust ensures that the subsidy is retained for the benefit of subsequent families. Therefore, the owner of a CLT unit may share in the 0, ty produced by the sale of a CLT unit, but will not realize a market rate 11 of return. According to the Centra orida Workforce Housing Toolkit, some of the most established CLT's are Durham, North Carolina; Burlington, Vermont; The New Town, Tempe, Arizona; Sawmill, Albuquerque, New Mexico; Middle Key, Florida; and Hannibal Square, Winter Park, Florida. Generally, CLTs are used: ■ In fast-growing areas, where the price of real estate is escalating rapidly. They can be used in gentrifying areas to preserve a community's character. Limits on resale prices ensure that some housing remains affordable, even in these areas. 27 62 ■ In disinvested neighborhoods, where CLTs can be used to increase owner occupancy, decrease absentee ownership, improve the physical condition of housing, and stabilize the community. Such CLTs assist not only the buyers of the CLT homes, but also existing homeowners in the area, who likely are lower income families. ■ In expensive resort communities, where CLTs can provide housing for the community's workers. Benefits: - Provides permanent stock of affordable & workforce housing - Lowers housing cost - Provides some return on equity - Provides for deduction of mortgage interest payments - Provides financial stability (no fear of rent increase) - No cost to the county Issues: - - Better for a household than renting, but not as good as traditional home ownership - Resale restriction limits the ability of the owner to utilize full equity - Resale formula must be prepared carefully to provide some benefit to the homeowner without making the house unaffordable for the next homebuyer - Mech of resales (direct sale or through, CLT) are complicated and must be estab ' upfront - Pa f ad valorem taxes and insurance are additional costs that an owner of a CLT h ust incur that a ren oes not . Conclu" A CLT is an effec providin affordable homeownership opportunities. Although CLTs are gen ed by private non-profit groups, local governments usually assist non-profit ho groups which are willing to form CLTs. This assistance may involve providing technical tance, providing surplus properties appropriate for affordable housing and others, . The county should maintain Housing Element policy 4.10 to assist non-profit housing organizations seeking to establish a CLT. BOARD OF COUNTY COMMISSIONERS ACTION: Board of County Commissioners Approval of the AHAC Recommendation Yes [] No 0 28 63 ,a. 2964 Private/Public Housing Trust Fund Policy 4.13 of the Housing Element reads as follows: Policy 4.13: The county shall create a new private/public housing trust fund Generally, Housing Trust Funds are established through an ordinance or legislation passed by a county, city, or state legislature. Two steps are necessary to create a Housing Trust Fund. First, a revenue source must be dedicated to the Housing Trust Fund, or other obligations (e.g., developer extractions) that create revenue must be established. Second, the Housing Trust Fund must be created as a separate and distinct entity that can receive and disburse funds. Currently, the county has a housing trust fund for SHIP program funds and an HHR trust fund for HER program funds. A private/public housing trust fund may be established by a city or county to collect public and private funds that may be used to assist income eligible households with the provision of affordable housing. A private/public trust fund would be separate from a SHIP trust fund. Benefits: - Can provide gap financing (low-interest loan or grant) - No cost to the county unless the county decides to contribute to the trust fund - Local governments that cannot provide affordable housing within their jurisdictions could contribute to a trust fund - Could as a match to get other federal or state fiords - Additi } funding for the provision of Affordable or Workforce Housing (gap financ' levera other ea• No mai Establishing 'vate/public housing trust fund could facilitate the provision of more affordable housing. Within Indian River County, high cost barrier island towns that cannot provide affordable housing within their jurisdiction could contribute to a private/public affordable housing trust fund. Also, private parties, businesses, and developers could contribute money to this trust fund. RECOMMENDATION: The county should maintain Housing Element policy 4.13 for its current SHIP trust fund and in support of other trust funds that may be established in the future. BOARD OF COUNTY COMMISSIONERS ACTION: Board of County Commissioners Approval of the AHAC Recommendation Yes [] 30 65 Community Development Corporation (CDC) Policy 4.11 of the Housing Element reads as follows: Policy 4.11: The county shall assist non-profit organizations in establishing Community Development Corporations (CDC) by providing technical support to those organizations. Community Development Corporation (CDC) is a broad term referring to not-for-profit organizations incorporated to provide programs, offer services, and engage in other activities that promote and support a community. CDCs usually serve a geographic location, such as a neighborhood or a town. They often focus on serving lower-income residents or struggling neighborhoods. They can be involved in a variety of activities, including economic development, education, and real estate development. These organizations are often associated with the development of affordable housing. Activities: Issues: Conclusion: Real estate development - affordable housing Economic development -small business lending -small business technical assistance -small business incubation (i.e., provision of space at low or no cost to start-up businesses) - Education -early childhood education workforce training N fit incubation Yo leadership development LY nt of affordable or workforce housing housing An active CDC can assist with the provision of affordable housing. RECOMMENDATION: The county should maintain policy 4.11 of the Housing Element for providing assistance to any not-for-profit organization proposing to form a CDC. 31 66 BOARD OF COUNTY COMMISSIONERS ACTION: Board of County Commissioners Approval of the AHAC Recommendation Yes [] No ❑ Employer Assisted Housing Policy 4.12 of the Housing Element reads as follows: Policy 4.12: The county shall assist employers with establishing employer assisted housing projects by providing technical support to those employers. Employer Assisted Housing (EAH) is an initiative where employers can assist their employees in purchasing a home; in exchange, the employer is guaranteed that the participating employee will remain with the firm for a designated period of time. The employee benefits as he/she receives substantial assistance in obtaining a home. The employer benefits as the program is an effective recruitment tool and aids in the retention of employees. Employers who wish to assist employees with housing can undertake any number of activities, including providing (or partnering with another agency to provide) homeownership education and counseling services; providing down payment assistance, closing cost assistance, and/or second mortgage financing as grants, low or nQ,akuterest loans or forgivable loans; offering an employee a savings plan with the employer nolling a matching contribution; providing a mortgage guarantee to assist employees with s ting; or acquiring property to rent to employees, either at market or subsidized rates. Employer assisted housing progra high and/or unemployrat is low, Employer assistedI housing for workers RECOMMENDATION: where housing prices are ;r is dominant. for large private and public employers an effective program for employers to provide affordable n those workers for longer periods. The county should maintain Housing Element policy 4.12 to assist employers with establishing an employer -assisted housing program. BOARD OF COUNTY COMMISSIONERS ACTION: Board of County Commissioners Approval of the AHAC Recommendation Yes [] No ❑ 33 68 New Construction Technologies Policy 1.8 of the Housing Element reads as follows: Policy 1.8: The county shall expedite permits for housing projects utilizing new construction technologies, including green building programs and Energy STAR® Program. New construction technologies (such as modular homes, factory made tiny homes, etc.) and new green building programs may be utilized for the provision of affordable housing. In some cases, new construction technologies can expedite the construction of new affordable homes and be more cost effective. As part of the January 22, 2020, AHAC recommendations approved by the BCC is a recommendation to develop tiny and modular home information packets. Those packets, once developed, will be made available to homeowners and builders to inform them of the possibilities, key code allowances and requirements, and review processes related to them. The informational packets should serve to promote more affordable housing by simply presenting the option and helping to facilitate their expedited development through prompt/informative information. Benefits: Decreases housing cost - Expedites housing producti+ Issues: ultimately g housing costs. Currently, the county allows new green building programs, and expedites permits for ing detailed information will help to encourage and of new affordable housing types. The county should maintain Housing Element policy 1.8 for expediting permits for affordable housing projects utilizing new construction technologies and green building programs. BOARD OF COUNTY COMMISSIONERS ACTION: Board of County Commissioners Approval of the AHAC Recommendation Yes [] No ❑ 34 69 CONCLUSION Since the adoption of the County's Comprehensive Plan Housing Element in 1990, the adoption of the County's Affordable Housing Incentive Plan in 1994, and then the adoption of the County's EAR -based amendments in 2010, the county has established and maintained a number of affordable housing incentives. As such, Indian River County currently provides ten of the eleven affordable housing incentives listed in items A through K of Section 420.9076(4) F.S. For reasons explained in the analysis, the item H incentive relating to modification of street requirements has not been adopted and is not recommended for adoption. In the past, the county's ten adopted affordable housing incentives have worked well in encouraging non-profit housing organizations and for-profit affordable housing developers to provide affordable housing. Recent analysis by the AHAC has identified an opportunity for revision to several of the existing incentive strategies. Those proposed revisions include ordinance revisions to allow very small lot subdivisions (in addition to the current allowance for small lot subdivisions), increased accessory dwelling unit size, impact fee exemptions for affordable housing, and greater affordable housing development density. County Staff have been able to implement increased accessory dwelling unit size over the last year and are currently in the process of impleme additional impact fee waiver exemptions. Other initiatives will each need to be "ed in greater detail, drafted in ordinance format, and presented to the BCC for fina - w and consideration. The table on the next page provides1ummaiy4MMcomn=Dations for items A through K of Section 420.90 *w I� 0 C a bo albU > Cd a° C4. c o °�� O. O d cd C cd U 'a+ 3 W ' — o p 4P w p F. a w a caa O U V] M v°i 'C M b bA O ❑ p v z 'U a°, ¢A; �a° ba; �. ? O a ed O �' ami O o0 ° c« Y U O. N 72 � > a C .4 Q W ° U O !� ° U ,0 `+ + �� Q w N (V O � O b �, .b �' W W W W eUe y �, d u v bC .o b ° Y p cOC a G Q :a a 020°0 ago 3b oy�°' x .d x y x c u x a3i vo, N v b ami o U v a a a a a cw y a�.� a o a� o 4 a s C7 ° y o a:� o> •c 3" a -0 97b a3� ,g A.4° 3 wU.0UU v ami A4 w cd .5 a u d a •L O L a d z 0 h a f� Q W w � y Vi p a a i i i i i � � U � ° w ��+ y W N 4w 4�. •�+ � H N VJ U -o U 3 f+°. N O •�. ou A O .,=, U °? � is •� �U j Q o> a .o o v� W w w Q o. b 0 w AG . Cd h 6> iii Q Oq U A w 0 N w 0 3q�� 72 Oed .� � o p q coon o °� I E o o, 0 W eo W en W en E -i`0 'A o 0 O o y o ami o 3 0 •f0�.f��, i Ct� ed 0 0 0 w yy .N •�+ 04Pr V w ed � O� 4°r +�•' .1Z ,[n �, > c� UJ �'0.� �' m 0 �' Q y y �' N � v N O > .o � 0.2 � 0 'o,� a `� a. ao �. °r v °a a a a°i o o r� o c o A o ci o w a. W :9 02 eta .°a N b v a o � ` a 7 a d 0 z �d � w b ^i. ac d 4 U �� c iooi a . 0 o W v ,c O O A. o a ami o ° a°i p' pp. a -d 10 v� w yCd o, w �; W Cz N. e� 0 v� a end t0� U a H UA h s N co (n M w � u � b u u u a a Q L a a Q 0 z A fA r� � d ChM b h Q C/i Q in a d a a � i � � a � o d � U o .Y W H O C wxzH h a co (n M AHAC RECOMMENDATION: The Affordable Housing Advisory Committee recommends that the Board of County Commissioners approve the 2024 AHAC Report, maintain the county's current affordable housing incentives, and proceed with additional revisions to the incentive as outlined in this report. EASHIP SHARMAHACWHAC 2024\AHAC 2024 Draft Report.Docx 39 74 nz I INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Board of County Commissioners THROUGH: John A. Titkanich, Jr., County Administrator Nancy A. Bunt, Assistant County Administrator Addie Javed, PhD, P.E., CFM, Public Works Director Kirstin Leiendecker, P.E., Assistant Public Works Director Mark Winslow, P.E., Project Engineer FROM: SUBJECT: DATE: Jill Williams, Contract Support Specialist Final Payment, Release of Retainage and Change Order No. 1 Trans -Florida Railway Trail from Fellsmere to West of 1-95 (IRC -2115;) November 1, 2024 DESCRIPTION AND CONDITIONS On October 31, 2023, the Board of County Commissioners awarded Bid No. 2024006 to Timothy Rose Contracting, Inc. in the amount of $1,097,499.00 for the construction of the Trans -Florida Railway Trail from Fellsmere to West of 1-95. The trail consists of a coquina base and an asphalt surface, approximately 1.4 miles long that includes some drainage improvements and trail signage. It runs within an abandoned railroad line from the City of Fellsmere to west of 1-95 at the terminus of the Pedestrian Overpass. Change Order No. 1 is to make final adjustments to contract bid items for a decrease to the total contract by $91,562.39 resulting in a final contract price of.$1,005,936.61. Timothy Rose Contracting, Inc. has completed the project and has been paid $942,214.25, with $49,590.22 held in retainage. Timothy Rose Contracting, Inc. has submitted Contractor's Application for Payment No. 2115-9 for final payment in the amount of $14,132.14 and release of retainage in the amount of $49,590.22 for a total of $63,772.36. Following Board approval for closeout, the Parks, Recreation & Conservation Department will maintain the newly constructed trail. FUNDING Funding, in the amount of $63,772.36 will come from the following account numbers: Account Description Account Number Amount Optional Sales Tax/Trans Florida 31521441-066510-21035 $14,132:14 Greenway PH II Optional Sales Tax/Trans Florida 315-206000-21035 $49,590.22 Greenway PH II/Retainage — Tim Rose Contracting 75 Final Payment, Release of Retainage and Change Order No. 1 Trans -Florida Railway Trail from Fellsmere to West of 1-95 (IRC -2115) For November 19, 2024 RECOMMENDATION Staff recommends approval of Change Order No. 1 and payment of Contractor's Application Payment No. 2115-9 to Timothy Rose Contracting, Inc. in the amount of $63,772.36 for final payment and release of retainage. ATTACHMENTS ARE AVAILABLE FOR VIEWING IN ENGINEERING DIVISION 1. Contractor's Application for Payment No. 2115-9 2. Change Order No. 1 AGENDA ITEM FOR NOVEMBER 19. 2024 C:\Gmims\Legistar5\L5\Temp\ce lefl 83-8897-4122-aa.3543aba6f3b073.doc 76 r r 1=il 8 8 v $ M N m n 8 8 N 8 8 8 8 e 8 8 S = 0 0 m o m o e c o o e b o 0 0 o q c o 0 n ep O ' H W V Z 5 p O N 8 8 e S 8 g n 8 8 v8 8 8 8 8 8 8 8 8 8 8 o o o o m o q o 0 o e o o e o 0 � � 8 8 vo g n n c 8 8 g 8 8 8 8 8 8 0 8 0 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 $ 8 S 8 8 8 8 8 8 G o o cp o 0 06 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o c i C 8 O N S N Q N O 8 N v!14 8 t0 $ S $ OOC Oql N o 8 8pp m Na aN 00 T N b N b N 14 t: N Al N CO m q NM ro 6 f O V 8 g m O Z 8 8 lc 8 lon Iri 8 8 8 8 n $ 9 $ $ 8 ld $ 8 8 8 8 f< O v w o c $ o . m n m n m a Ol IV e o O b o 8 8 8 8 8 8 8 8 8 8 8 8 8 8 S 8 8 8 8 8 8 8 8 8 O 2 0 < 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 N N W 6 S FF F Y Q 7 c d; O o o n o Nq N o $ N vei g a e 00 e g F` So N�' m o o o g Og 0 G8 8 g 8^ 6< y n N O N W m N �e(1 b N t0 6 a N N 8 p p p8 O pz aO O O O O 16 p p pO pO y< N n 0 n r r o o 01 N o 0 0 dle. .me+ 1°On o 8 $ $ So $ 8 8 8 8 8 $ 8 8 8 $ 8 8 8 8 $ 8 0 g 8 8 8 lIN^i 8 „^y 11001 e � to ^ 1No uqi 11'Di m � � m 8 vi n lb0 O o a N e 4 q m m W O N 1� p O G C S p N N S G O G O G O G S N p p O p 8 8 O 1011 O Y01 O pqj N p N N N e 1� O CO C .y 7 N 8 N N O 0 e z a z N _ z i of ll .Ni a ? $ n a � ? z � ? < O E O su s s c m u u u a z z z o z 77 z 7 z rc c wg c ~ LL s s > >> F ry s u o z z w °� a a s �i z W% W u r o 0 O p m u u r r r Q S O y ... ^^E b^ QQ V V V O Q W Z z z e W b > W > Q Z s Z s Z s Z< Z<Z < N O w O o q a Z O O o h < O Oz w a a F a s a F r a z z> W ° a > z r f a ar ar o o oo z �7 5 w¢ s m Z t7 x 'a 'a t o Q < Z Q f Y 1~zl Y G ui Q Q Q N z LL o w f Q J Z °: z N W Q p o 3 Q 0 Q a o n W W w 'u D u u^ ¢ o <'- a 6 5- J F o p c f f 6 a W o V C F o o LL o- > > u LL 6 V Z m NN �' g c ,y � ti � � n N .•1�.1 s ro .ml. 1�yO? �y^{ .a'�.1 N N T O a O a O e ^ a r r ■| N`| IL ■§| ■§ 'L @|| � ��■§ kk§ 777 e- - --- § k § k § § § �e §.e..|� § - � - § a■tea§ < ■ §§a 2B! - ■ ) E`e @! � . ■ ¥ § § k � § �$ s2 ® k $ CR F5(( § ) § »� ■ e ( ( � _ & § B t § 0 �2+ §g / \ | !2§� # �r� �� � !� ,! ■ It. ( ) k | SECTION 00942 -Change Order Flom �1 DATE OF ISSUANCE: 11/19/2024 ER:ECTIii+ DATE.11/19/2024 OWNER:1 UVNTRACTOR 41`°itlJ Roes • • Inc. Projea [1.i°iJk! _ RdM Trd i° Li 66MM !• V.:._ :: of 'Mw i Project o 8 OMSMS Bid No. FIVII • 448073-1-68.01 1±0f You are directed to make the following changes in the Contract Documents: Reason for Change Order: The project is complete. This change order is intended to make final adjustments to bid line items and contract time to finalize the contract. Attachments: Description of Itemized Changes i ►NGE IN CONTRACT PRICE: ACCEPT Cori tion Amount Original Contract Price $1,097,499.00 Net decrease of this Change Order: ($91,562.39) Contract Price with all approved Change Orders.- rders: $1,005,936.61 ACCEPT « By: Timothy Rose Contracting, Inc. CONTRACTOR (Signature) CHANGE IN CONTRACT TIMES__ Description Time Original Contract Time: (days) Substantial Completion: 10 Final Completion: 240 Net increase (decrease) this By: Change Order: (days) Substantial Completion: 86 Final Completion: 86 Contract Time with all approved Change Orders: (days) Substantial Completion: 296 Final Completion: 326 RECOMMENDED: Mark»+:« C -U80 Winslowray By: i1B1.1fi031117339 IRC -2110_0011 -WORD 00942-1 F:1Public WorkslENGINEERING DIVISION PROJECTS%2115 Trans -Florida Railway Trait from Fellsmere to W. of 1-9541-AdmiMAgenda Ilems\Project Closeout\Change Order 8- UP11RC-2116 C01 WORD.dx Rev. 05101 79 CHANGE ORDERNO. 1 DESCRIPTION OF ITEMIZED CHANGES PROJECT NAME: TRANS -FLORIDA RAILWAY TRAIL FROM FELLSMERE TO WEST OF 1-95 PROJECT NO. IRC -2115 BID NO. 2024006 285-704 OPTIONAL BASE GROUP 4 6" CEMENTED COQUINA) (LBR 100 SY 7,143.37 14.25 101 793.02 334-1-12 SUPERPAVE ASPHALT CONCRETE TRAFFIC B(TYPE SP -9.5.1.5" TN 34.74 221.00 7,677.54 334-1-13B SUPERPAVE ASPHALT CONCRETE TRAFFIC C TYPE SP -12.5 1" TN 4.06 294.00 1.193.64 570-1-2 PERFORMANCE TURF SOD MATCH EXISTING SY 1486.45 4.00 5945.80 WCD-2 INSTALL APPROX 0 - 6 INCHES OF ASPHALT MILLINGS UNDER TRAIL SUBGRADE TO RAISE TRAIL PROFILE FROM STA 112 TO ISTA 127 APPROX 1500 LF LS 1 22 482.81 22 482.81 WCD-3 FURNISH, INSTALL AND GRADE ADD'L COQUINA BASE MATERIAL FROM STA 68+37 TO STA 83 OR APPROX 1,460 LF LS 1 38 127.00 38 127.00 WCD-4 EXTEND PAVED TRAIL 19.58 LF WEST FROM STA 68+37.35 TO ST 68+17.77 LS 1 4,631.00 4,631.00 WCD-5 PAY CONTRACTOR FOR BOLLARDS NOT INSTALLED ON PROJECT PER QUOTE - NON -PARTICIPATING - IRC TO RECEIVE LS 1 7,040.99 7,040.99 WCD-6 F&I 14' GALVENIZED GATES W/3' WIDE PAVED PEDESTRIAN ENTRANCES F&I PAVED APRONS F&I STONE APRONS LS 1 34 527.57 34 527.57 104-1 ARTIFICIAL COVERINGS/EROSION CONTROL ABATEMENT PRODUCTS SY 1.724 2.50 4,310.00 104-10-3 SEDIMENT BARRIER LF 1,637 6.75 11 049.75 104-15 SOIL TRACKING PREVENTION DEVICE EA 1 3,316.00 3,315.00 120-1 REGULAR EXCAVATION CY 601.19 29.00 17 434.51 120-6 EMBANKMENT cyt.. 25 20.50 512.50 160-4 TYPE B STABILIZATION 12" LBR-40 13,100 13-00 170.3MAD 519-78 BOLLARDS COLLAPSIBLE EA 4 2,016.00 8080.00 999-25A FORCE ACCOUNT LS 1 100 000.00 100 000.00 PAY APP 2115-9 ATTACHED AS BACKUP SUBTOTALS 223,419.37 314,981.76 TRANS -FLORIDA RAILWAY TRAIL FROM FELLSMERE TO WEST OF 1-95 TOTAL $ 91,562.39 g S H $ g 8 m y o HS G 8 C H C H C H C $ O C H C rL b P pIpR � WQ V 8 8 I8 u d 8 d 8 $ a S 8 d 8 o 8 d 0 y 8 c 8 d S d H o 8 d 8 d 8 d at 'oy '0 8 8 o $ a d o d S d o d 8 d e d S d o d 8 d 8 d 8 d 8 d o d H e 8 d 8 d 8 d H o 8 o 8 e S d o o S d Q f - Cyc $ g 'rpi o vci a ' 0 00 u�1 Z Pi s S S N O S O O S S S S S - 8 N + m d - d g S `o. 0 8 8 o H o S o H 8 °0 8 H H 'o o H 8 o d � $ d o d d c 6 c d d d d d d d d d d d d d d o d N ° C 8 O H S N < N O OO n N 00 $ n o g o 00 g S S O O N E n q roig 3 ° '� 8 o. o m M o o c o g o o au S o 'o o' u a a a o m CO f ^ eS G d cr W§ 1. 1 N 1 8 d 0S m o e 8 No 8 o 8 8 a 8 e $ 8 g 8 8 $ g { N H A b O N N ri 01 Ty op N N A h iY P O o N h Y�OB S S v'1 15�1I n N Y'1 S S p O O N H pOp ONy� ' N 7 N N S N H Q 8 M .I m NaOF k g' cK6 Q z li o 0 o G" W LL u LL > g >> & Z 8 .. f N f t;o o m 3 a o z = o z 'off 'off 'o� 8 8 8 o o o o off 0 0 046A y Y d O _ 1 1 I t1` i } m a a N Wf V 8 o S d O d d o 0 8 K o � O O O O O O p O O O p 8 C yy yW� �Wy �Wy R" R ppp e Z If D p E O s N F a z n Q 0 o o zj o a a o a a o Ilk o P � m g W 6 Iq s N oc.p z W a O ut tp N ,Y m m n 1n a o x z np 25 3, Oa a 0� a N 8 u rc N o �j 7a z o a oz 3 s zea sF aW 3 9 _ 1 1 I t1` i } OBJ INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Board of County Commissioners THROUGH: John A. Titkanich, Jr., County Administrator Nancy A. Bunt, Assistant County Administrator Addie Javed, PhD, P.E., CFM, Public Works Director Kirstin Leiendecker, P.E. Assistant Public Works Director Richard Reichenbach, P.E., Project Engineer FROM: Jill Williams, Contract Support Specialist SUBJECT: FDOT Small County Outreach Program (SCOP) Agreement and Resolution Authorizing the Chairman's Signature for Construction of Indian River Boulevard from SR-5/US-1/Federal Highway to 17th Street IRC -1817, FM No. 444269-1-54-01 DATE: November 4, 2024 DESCRIPTION AND CONDITIONS Indian River County applied for and received a Small County Outreach Program (SCOP) Grant from the Florida Department of Transportation (FDOT) in the amount of $1,546,281.00 for a project to mill and resurface Indian River Boulevard from SR-5/US-1/Federal Highway to 17th Street. The proposed resurfacing improvements will include roadway widening to add 6 -foot wide buffered bike lanes and a 6 -foot sidewalk including ADA sidewalk return improvements, drainage improvements, and interconnect improvements for hardening and resiliency. Work also includes the construction of PVC/HDPE water forcemains, utility fittings and gate valve assemblies, and abandonment of existing facilities. The Engineer's opinion of total cost for the project is $7,554,423.00. The County's anticipated portion is estimated to be $6,008,142.00. FIINnINc; Funds, in the amount of $543,404.00 are budgeted and available in the Secondary Roads/Road and Bridge/IR Blvd Ped & Bike Access account, number 10921441-066510-21021. Funds, in the amount of $445,276.00, will be allocated in the upcoming Fiscal Year 2024/25 Capital Improvements Element (CIE) in the Utilities/WIP/IR Blvd Ped & Bike Access account, number 471-169000-21021. The FDOT SCOP grant will cover $1,546,281.00. An additional $5,019,462.00 will be needed via budget amendment. The total project cost is $7,554,423.00. Account Description Account Number Amount Secondary Roads/Indian River 10921441-066510-21021 $7,109,147.00 Boulevard Ped & Bid Access Utilities/WIP/IR Blvd Ped & Bike 471-169000-21021 $445,276.00 Access 83 FDOT Small County Outreach Program (SCOP) Agreement and Resolution Indian River Blvd from SR-S/US-1/Federal Highway to 1711 Street IRC 1817, FM No. 444269-1-54-01 For November 19, 2024 RECOMMENDATION Staff recommends the Board of County Commissioners approve the Small County Outreach Program (SCOP) Agreement and Resolution and authorize the Chairman to execute the same. ATTACHMENTS 1. Indian River County Grant Form 2. Authorizing Resolution 3. FDOT Small County Outreach Program (SCOP) Agreement FM No. 444269-1-54-01 APPROVED AGENDA ITEM FOR NOVEMBER 19, 2024 C:\Granicus\Legistar5\L5\Temp\94f883a3-5e53-4688-98ce-7ledfdbOc991.docx 84 GRANTNAME: CONSTRUCTION FOR INDIAN RIVER BOULEVARD FROM SR4WAMERAL. HIGHWAY TO'1T.Rt*hiW &MCKW- OF GRANT: DEPARTMENT RECETV'ii� MANT:: �1, , �1� i� 1"1 "[t'LL� C�'A�'f PP�,S�hii. Min Liar; P.E. 77t ' '1 f)'k1E:. ` .: E1C' i'eat 1 r� tt �� ` Ilio It is gt t Sod vC30,202.7 j aTP $ tis fie grant regtitirg y tv fund icier ft $' _ ...:..... vt s Does the grant reg*e,, a viatchl ... " ..Nn 1f ygs, doathe grant allow the match tobe tWsanr'cosf �... 4 P ofmawh top" 660 * 1422 . 5.. Prant match a�tsnt required � 4. Wbm are: the notching fun* too* . 7.: Does the grant opm capital costs to oo i! Y x If n% �Pw mu4 do,y w91 be. mxdedh.h� =*W vpst vor start-up costs: (A#"a *ta 1istang of cosls) 8> you adding any oat pero utilizing the grant iunc RIM.,P)APM list. Of addidomat space is needed, please att"* 9. What is the lbW eon of each position including benefits, vMl.,� . tuva,leffidli 10. VR* is the estimated t <f' g *averAVO yse Grad Amt 09141r MMA, 01 cNetz= litiatveaO' E1C' i'eat S -3 Foot& Year $ ; Fifth Year $' _ ...:..... vt Sigamomof Pxgwer:. «� rw Kirstin Leiendecker, P 85. RESOLUTION NO. 2024 - RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA AUTHORIZING THE CHAIRMAN'S EXECUTION OF SMALL COUNTY OUTREACH PROGRAM (SCOP) AGREEMENT WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION FOR CONSTRUCTION OF INDIAN RIVER BOULEVARD FROM SR-S/US-1/FEDERAL HIGHWAY TO 17TH STREET WHEREAS, the milling and resurfacing of Indian River Boulevard from SR-5/US-1/Federal Highway to 17th Street is an Indian River County priority project; and WHEREAS, the Florida Department of Transportation (FDOT) is prepared to provide funds to pay a portion of the cost for construction of Indian River Boulevard from SR-5/US-1/Federal Highway to 17th Street under the Small County Outreach Program (SCOP); and WHEREAS, the State of Florida, Department of Transportation, has requested Indian River County execute and deliver to the State of Florida, Department of Transportation, Small County Outreach Program Agreement for FM No. 444269-1-54-01. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that the Chairman of the Board is hereby authorized to make, execute, and deliver to the State of Florida, Department of Transportation, a Small County Outreach Program (SCOP) Agreement for the aforementioned project. The foregoing resolution was offered by Commissioner motion was seconded by Commissioner follows: Susan Adams Joseph E. Flescher Laura Moss Deryl Loar Joseph H. Earman who moved its adoption. The and, upon being put to a vote, the vote was as The Chairman thereupon declared the resolution passed and adopted this day of , 2024. BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA By , Chairman Attest: Ryan L. Butler, Clerk of Court and Comptroller By: Deputy Clerk Approved as to Form and Legal Sufficiency Jennifer W. Shuler, County Attorney 86 FPN: 444269-1-54-01 FPN: FPN STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STATE -FUNDED GRANT AGREEMENT Fund: SCOP Org Code: 55043010404 Fund: _ Org Code: Fund: _ Org Code: County No:88 Contract No: 525-010-60 PROGRAM MANAGEMENT 5/24 FLAIR Category: 085576 FLAIR Obj: 751000 FLAIR Category: FLAIR Obj: FLAIR Category: FLAIR Obj: Vendor No: F596-000-674-074 THIS STATE -FUNDED GRANT AGREEMENT ("Agreement") is entered into on (This date to be entered by DOT only) by and between the State of Florida Department of Transportation, ("Department"), and Indian River County, ("Recipient"). The Department and the Recipient are sometimes referred to in this Agreement as a "Party" and collectively as the "Parties". NOW, THEREFORE, in consideration of the mutual benefits to be derived from joint participation on the Project, the Parties agree to the following: Authority: The Department is authorized to enter into this Agreement pursuant to Sections 334.044, 334.044(7), and (select the applicable statutory authority for the program(s) below): ❑ Section 339.2817 Florida Statutes, County Incentive Grant Program (CIGP), (CSFA 55.008) ® Section 339.2818 Florida Statutes, Small County Outreach Program (SCOP), (CSFA 55.009) ❑ Section 339.2816 Florida Statutes, Small County Road Assistance Program (SCRAP), (CSFA 55.016) ❑ Section 339.2819 Florida Statutes, Transportation Regional Incentive Program (TRIP), (CSFA 55.026) ❑ Insert Legal Authority, Insert Funding Program Name , Insert CSFA Number The Recipient by Resolution or other form of official authorization, a copy of which is attached as Exhibit "D", Recipient Resolution, and made a part of this Agreement, has authorized its officers to execute this Agreement on its behalf. Purpose of Agreement: The purpose of this Agreement is to provide for the Department's participation in Construction for Indian River Blvd from SR-5/US- I /Federal Highway to 17th Street, as further described in Exhibit "A", Project Description and Responsibilities, attached to and incorporated into this Agreement ("Project"); to provide Department financial assistance to the Recipient; state the terms and conditions upon which Department funds will be provided; and to set forth the manner in which the Project will be undertaken and completed. Term of the Agreement, Commencement and Completion of the Project: This Agreement shall commence upon full execution by both Parties and the Recipient shall complete the Project on or before 06/30/2027. If the Recipient does not complete the Project within this time period, this Agreement will expire on the last day of the scheduled completion as provided in this paragraph unless an extension of the time period is requested by the Recipient and granted in writing by the Department prior to the expiration of this Agreement. Expiration of this Agreement will be considered termination of the Project. The Recipient acknowledges that no funding for the Project will be provided by the State under this Agreement for work on the Project that is not timely completed and invoiced in accordance with the terms of this Agreement, or for work performed prior to full execution of the Agreement. Notwithstanding the expiration of the required completion date provided in this Agreement and the consequent potential unavailability of any unexpended portion of State funding to be provided under this Agreement, the Recipient shall remain obligated to complete all aspects of the Project identified in Exhibit "A" in accordance with the remaining terms of this Agreement, unless otherwise agreed by the Parties, in writing. Page 1 of 14 87 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-010-60 STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT siza Execution of this Agreement by both Parties shall be deemed a Notice to Proceed to the Recipient for the design phase or other non -construction phases of the Project. If the Project involves a construction phase, the Recipient shall not begin the construction phase of the Project until the Department issues a written Notice to Proceed for the construction phase. Prior to commencing the construction work described in this Agreement, the Recipient shall request a Notice to Proceed from the Department. 4. Amendments, Extensions and Assignment: This Agreement may be amended or extended upon mutual written agreement of the Parties. This Agreement shall not be assigned, transferred or otherwise encumbered by the Recipient under any circumstances without the prior written consent of the Department. 5. Termination or Suspension of Project: The Department may, by written notice to the Recipient, suspend any or all of the Department's obligations under this Agreement for the Recipient's failure to comply with applicable laws or the terms of this Agreement until such time as the event or condition resulting in such suspension has ceased or been corrected. The Department may also terminate this Agreement in whole or in part at any time the interest of the Department requires such termination. a. If the Department terminates the Agreement, the Department shall notify the Recipient of such termination in writing within thirty (30) days of the Department's determination to terminate the Agreement, with instructions as to the effective date of termination or to specify the stage of work at which the Agreement is to be terminated. b. The Parties to this Agreement may also terminate this Agreement when its continuation would not produce beneficial results commensurate with the further expenditure of funds. In this event, the Parties shall agree upon the termination conditions through mutual written agreement. c. If the Agreement is terminated before performance is completed, the Recipient shall be paid only for that work satisfactorily performed for which costs can be substantiated. Such payment, however, may not exceed an amount which is the same percentage of the contract price as the amount of work satisfactorily completed is a percentage of the total work called for by this Agreement. All work in progress on the Department right-of-way will become the property of the Department and will be turned over promptly by the Recipient. d. Upon termination of this Agreement, the Recipient shall, within thirty (30) days, refund to the Department any funds determined by the Department to have been expended in violation of this Agreement. 6. Project Cost: a. The estimated cost of the Project is $7,554,423.00. This amount is based upon the Schedule of Financial Assistance in Exhibit "B", Schedule of Financial Assistance, attached and incorporated in this Agreement. The Schedule of Financial Assistance may be modified by execution of an amendment of the Agreement by the Parties. b. The Department agrees to participate in the Project cost up to the maximum amount of $1,546,281.00 and, additionally the Department's participation in the Project shall not exceed 75% of the total cost of the Project, and as more fully described in Exhibit "B". The Department's participation may be increased or reduced upon a determination of the actual bid amounts of the Project by the execution of an amendment. The Recipient agrees to bear all expenses in excess of the amount of the Department's participation and any cost overruns or deficits incurred in connection with completion of the Project. c. The Department's participation in eligible Project costs is subject to, but not limited to: i. Legislative approval of the Department's appropriation request in the work program year that the Project is scheduled to be committed; ii. Approval of all plans, specifications, contracts or other obligating documents and all other terms of this Agreement; and Page 2 of 14 88 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-010-60 STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT 5/24 iii. Department approval of the Project scope and budget at the time appropriation authority becomes available. 7. Compensation and Payment: a. The Department shall reimburse the Recipient for costs incurred to perform services described in the Project Description and Responsibilities in Exhibit "A", and as set forth in the Schedule of Financial Assistance in Exhibit "B". b. The Recipient shall provide quantifiable, measurable, and verifiable units of deliverables. Each deliverable must specify the required minimum level of service to be performed and the criteria for evaluating successful completion. The Project and the quantifiable, measurable, and verifiable units of deliverables are described more fully in Exhibit "A", Project Description and Responsibilities. Any changes to the deliverables shall require an amendment executed by both parties. c. Invoices shall be submitted no more often than monthly and no less than quarterly by the Recipient in detail sufficient for a proper pre -audit and post -audit, based on the quantifiable, measurable and verifiable deliverables as established in Exhibit "A". Deliverables and costs incurred must be received and approved by the Department prior to reimbursements. Requests for reimbursement by the Recipient shall include an invoice, progress report and supporting documentation for the period of services being billed that are acceptable to the Department. The Recipient shall use the format for the invoice and progress report that is approved by the Department. d. If Recipient is considered a rural community or rural area of opportunity, as these terms are defined by Section 288.0656(2), Florida Statutes, Recipient may submit payment requests for eligible performance completed/costs incurred under this Agreement pursuant to Exhibit "H", Alternative Advance Payment Financial Provisions. e. Supporting documentation must establish that the deliverables were received and accepted in writing by the Recipient and must also establish that the required minimum standards or level of service to be performed based on the criteria for evaluating successful completion as specified in Exhibit "A" has been met. All costs invoiced shall be supported by properly executed payrolls, time records, invoices, contracts or vouchers evidencing in proper detail the nature and propriety of charges as described in Exhibit "F", Contract Payment Requirements. f. Travel expenses are not compensable under this Agreement. g. Payment shall only be made after receipt and approval of deliverables and costs incurred unless the payment is made under Exhibit "H" or advance payments are authorized by the Chief Financial Officer of the State of Florida under Chapters 215 and 216, Florida Statutes or the Department's Comptroller under Section 334.044(29), Florida Statutes. If the Department determines that the performance of the Recipient is unsatisfactory, the Department shall notify the Recipient of the deficiency to be corrected, which correction shall be made within a time -frame to be specified by the Department. The Recipient shall, within thirty (30) days after notice from the Department, provide the Department with a corrective action plan describing how the Recipient will address all issues of contract non-performance, unacceptable performance, failure to meet the minimum performance levels, deliverable deficiencies, or contract non-compliance. If the corrective action plan is unacceptable to the Department, the Recipient will not be reimbursed or paid under Exhibit "H", to the extent of the non- performance. The Recipient will not be reimbursed or paid until the Recipient resolves the deficiency. If the deficiency is subsequently resolved, the Recipient may bill the Department for any unpaid performance completed by the Recipient during the next billing period or as provided by Exhibit "H", Alternative Advance Payment Financial Provisions. If the Recipient is unable to resolve the deficiency, the funds shall be forfeited at the end of the Agreement's term. Recipients receiving financial assistance from the Department should be aware of the following time frames. Inspection and approval of deliverables and costs incurred shall take no longer than 20 days from the Department's receipt of the invoice. The Department has 20 days to deliver a request for Page 3 of 14 89 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-010-60 STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT 5/24 payment (voucher) to the Department of Financial Services. The 20 days are measured from the latter of the date the invoice is received or the deliverables and costs incurred are received, inspected, and approved. If a payment is not available within 40 days, a separate interest penalty at a rate as established pursuant to Section 55.03(1), Florida Statutes, will be due and payable, in addition to the invoice amount, to the Recipient. Interest penalties of less than one (1) dollar will not be enforced unless the Recipient requests payment. Invoices that have to be returned to a Recipient because of Recipient preparation errors will result in a delay in the payment. The invoice payment requirements do not start until a properly completed invoice is provided to the Department. A Vendor Ombudsman has been established within the Department of Financial Services. The duties of this individual include acting as an advocate for Recipient who may be experiencing problems in obtaining timely payment(s) from a state agency. The Vendor Ombudsman may be contacted at (850) 413-5516. The Recipient shall maintain an accounting system or separate accounts to ensure funds and projects are tracked separately. Records of costs incurred under the terms of this Agreement shall be maintained and made available upon request to the Department at all times during the period of this Agreement and for five years after final payment is made. Copies of these documents and records shall be furnished to the Department upon request. Records of costs incurred include the Recipient's general accounting records and the project records, together with supporting documents and records, of the contractor and all subcontractors performing work on the project, and all other records of the contractor and subcontractors considered necessary by the Department for a proper audit of costs. i. Progress Reports. Upon request, the Recipient agrees to provide progress reports to the Department in the standard format used by the Department and at intervals established by the Department. The Department will be entitled at all times to be advised, at its request, as to the status of the Project and of details thereof. j. If, after Project completion, any claim is made by the Department resulting from an audit or for work or services performed pursuant to this Agreement, the Department may offset such amount from payments due for work or services done under any agreement which it has with the Recipient owing such amount if, upon demand, payment of the amount is not made within 60 days to the Department. Offsetting any amount pursuant to this paragraph shall not be considered a breach of contract by the Department. k. The Recipient must submit the final invoice on the Project to the Department within 120 days after the completion of the Project. Invoices submitted after the 120 -day time period may not be paid. I. The Department's performance and obligation to pay under this Agreement is contingent upon an annual appropriation by the Legislature. If the Department's financial assistance for this Project is in multiple fiscal years, a notice of availability of funds from the Department's project manager must be received prior to costs being incurred by the Recipient. See Exhibit "B" for funding levels by fiscal year. Project costs utilizing any fiscal year funds are not eligible for reimbursement if incurred prior to funds approval being received. The Department will notify the Recipient, in writing, when funds are available. m. In the event this Agreement is in excess of $25,000 and has a term for a period of more than one year, the provisions of Section 339.135(6)(a), Florida Statutes, are hereby incorporated: "The Department, during any fiscal year, shall not expend money, incur any liability, or enter into any contract which, by its terms, involves the expenditure of money in excess of the amounts budgeted as available for expenditure during such fiscal year. Any contract, verbal or written, made in violation of this subsection is null and void, and no money may be paid on such contract. The Department shall require a statement from the comptroller of the Department that funds are available prior to entering into any such contract or other binding commitment of funds. Nothing herein contained shall prevent the making of contracts for periods exceeding 1 year, but any contract so made shall be executory only for the value of the services to be rendered or agreed to be paid for in succeeding fiscal years, and this paragraph shall be incorporated verbatim in all contracts of the Department Page 4 of 14 90 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-010-60 STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT siza which are for an amount in excess of $25,000 and which have a term for a period of more than 1 year." In. Any Project funds made available by the Department pursuant to this Agreement which are determined by the Department to have been expended by the Recipient in violation of this Agreement or any other applicable law or regulation, shall be promptly refunded in full to the Department. Acceptance by the Department of any documentation or certifications, mandatory or otherwise permitted, that the Recipient files shall not constitute a waiver of the Department's rights as the funding agency to verify all information at a later date by audit or investigation. o. In determining the amount of the payment, the Department will exclude all Project costs incurred by the Recipient prior to the execution of this Agreement, costs incurred prior to issuance of a Notice to Proceed, costs incurred after the expiration of the Agreement, costs which are not provided for in the latest approved Schedule of Financial Assistance in Exhibit "B" for the Project, costs agreed to be borne by the Recipient or its contractors and subcontractors for not meeting the Project commencement and final invoice time lines, and costs attributable to goods or services received under a contract or other arrangements which have not been approved in writing by the Department. 8. General Requirements: The Recipient shall complete the Project with all practical dispatch in a sound, economical, and efficient manner, and in accordance with the provisions in this Agreement and all applicable laws. a. The Recipient must obtain written approval from the Department prior to performing itself (through the efforts of its own employees) any aspect of the Project that will be funded under this Agreement. ❑ If this box is checked, then the Agency is permitted to utilize its own forces and the following provision applies: Use of Agency Workforce. In the event the Agency proceeds with any phase of the Project utilizing its own forces, the Agency will only be reimbursed for direct costs (this excludes general overhead). b. The Recipient shall provide to the Department certification and a copy of appropriate documentation substantiating that all required right-of-way necessary for the Project has been obtained. Certification is required prior to authorization for advertisement for or solicitation of bids for construction of the Project, including if no right-of-way is required. c. The Recipient shall comply and require its contractors and subcontractors to comply with all terms and conditions of this Agreement and all federal, state, and local laws and regulations applicable to this Project. d. The Recipient shall have the sole responsibility for resolving claims and requests for additional work for the Project by the Recipient's contractors and consultants. No funds will be provided for payment of claims or additional work on the Project under this Agreement without the prior written approval of the claim or request for additional work by Department. 9. Contracts of the Recipient a. The Department has the right to review and approve any and all third party contracts with respect to the Project before the Recipient executes any contract or obligates itself in any manner requiring the disbursement of Department funds under this Agreement, including consultant or construction contracts or amendments thereto. If the Department exercises this right and the Recipient fails to obtain such approval, the Department may deny payment to the Recipient. The Department may review the qualifications of any consultant or contractor and to approve or disapprove the employment of such consultant or contractor. b. It is understood and agreed by the parties hereto that participation by the Department in a project that involves the purchase of commodities or contractual services or the purchasing of capital equipment or the equipping of facilities, where purchases or costs exceed the Threshold Amount for CATEGORY TWO per Chapter 287.017 Florida Statutes, is contingent on the Recipient complying in full with the provisions of Chapter 287.057 Florida Statutes The Recipient shall certify to the Department that the purchase of Page 5 of 14 91 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-010-60 STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEM ENT 5/24 commodities or contractual services has been accomplished in compliance with Chapter 287.057 Florida Statutes It shall be the sole responsibility of the Recipient to ensure that any obligations made in accordance with this Section comply with the current threshold limits. Contracts, purchase orders, task orders, construction change orders, or any other agreement that would result in exceeding the current budget contained in Exhibit "B", or that are not consistent with the Project description and scope of services contained in Exhibit "A" must be approved by the Department prior to Recipient execution. Failure to obtain such approval, and subsequent execution of an amendment to the Agreement if required, shall be sufficient cause for nonpayment by the Department. c. Participation by the Department in a project that involves a consultant contract for engineering, architecture or surveying services, is contingent on the Recipient's complying in full with provisions of Section 287.055, Florida Statutes, Consultants' Competitive Negotiation Act. In all cases, the Recipient shall certify to the Department that selection has been accomplished in compliance with the Consultants' Competitive Negotiation Act. d. If the Project is procured pursuant to Chapter 255, Florida Statutes, for construction services and the cost of the Project is to be paid from state -appropriated funds, then the Recipient must comply with the requirements of Section 255.0991, Florida Statutes. 10. Design and Construction Standards and Required Approvals: In the event the Project includes construction the following provisions are incorporated into this Agreement: a. The Recipient is responsible for obtaining all permits necessary for the Project. b. In the event the Project involves construction on the Department's right-of-way, the Recipient shall provide the Department with written notification of either its intent to: L Award the construction of the Project to a Department prequalified contractor which is the lowest and best bidder in accordance with applicable state and federal statutes, rules, and regulations. The Recipient shall then submit a copy of the bid tally sheet(s) and awarded bid contract, or ii. Construct the Project utilizing existing Recipient employees, if the Recipient can complete said Project within the time frame set forth in this Agreement. The Recipient's use of this option is subject to approval by the Department. c. The Recipient shall hire a qualified contractor using the Recipient's normal bid procedures to perform the construction work for the Project. For projects that are not located on the Department's right-of-way, the Recipient is not required to hire a contractor prequalified by the Department unless the Department notifies the Recipient prior to letting that they are required to hire a contractor prequalified by the Department. d. The Recipient is responsible for provision of Construction Engineering Inspection (CEI) services. The Department reserves the right to require the Recipient to hire a Department pre -qualified consultant firm that includes one individual that has completed the Advanced Maintenance of Traffic Level Training. Notwithstanding any provision of law to the contrary, design services and CEI services may not be performed by the same entity. Administration of the CEI staff shall be under the responsible charge of a State of Florida Licensed Professional Engineer who shall provide the certification that all design and construction for the Project meets the minimum construction standards established by Department. The Department shall have the right to approve the CEI firm. The Department shall have the right, but not the obligation, to perform independent assurance testing during the course of construction of the Project. Subject to the approval of the Department, the Recipient may choose to satisfy the requirements set forth in this paragraph by either hiring a Department prequalified consultant firm or utilizing Recipient staff that meet the requirements of this paragraph, or a combination thereof. e. The Recipient is responsible for the preparation of all design plans for the Project. The Department reserves the right to require the Recipient to hire a Department pre -qualified consultant for the design phase of the Project using the Recipient's normal procurement procedures to perform the design services for the Project. Notwithstanding any provision of law to the contrary, design services and CEI services may not be Page 6 of 14 92 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-010-60 STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEM ENT 5/24 performed by the same entity. All design work on the Project shall be performed in accordance with the requirements of all applicable laws and governmental rules and regulations and federal and state accepted design standards for the type of construction contemplated by the Project, including, as applicable, but not limited to, the applicable provisions of the Manual of Uniform Traffic Control Devices (MUTCD) and the AASHTO Policy on Geometric Design of Streets and Highways. If any portion of the Project will be located on, under, or over any Department -owned right-of-way, the Department shall review the Project's design plans for compliance with all applicable standards of the Department, as provided in Exhibit "O", Terms and Conditions of Construction, which is attached to and incorporated into this Agreement. f. The Recipient shall adhere to the Department's Conflict of Interest Procedure (FDOT Topic No. 375-030- 006). g. The Recipient will provide copies of the final design plans and specifications and final bid documents to the Department's Construction Project Manager prior to commencing construction of the Project. The Department will specify the number of copies required and the required format. h. The Recipient shall require the Recipient's contractor to post a payment and performance bond in accordance with applicable law. i. The Recipient shall be responsible to ensure that the construction work under this Agreement is performed in accordance with the approved construction documents, and that it will meet all applicable Recipient and Department standards. j. Upon completion of the work authorized by this Agreement, the Recipient shall notify the Department in writing of the completion of construction of the Project; and for all design work that originally required certification by a Professional Engineer, this notification shall contain an Engineers Certification of Compliance, signed and sealed by a Professional Engineer, the form of which is attached hereto and incorporated herein as Exhibit "C", Engineers Certification of Completion. The certification shall state that work has been completed in compliance with the Project construction plans and specifications. If any deviations are found from the approved plans, the certification shall include a list of all deviations along with an explanation that justifies the reason to accept each deviation. k. The Recipient shall provide the Department with as -built plans of any portions of the Project funded through the Agreement prior to final inspection. 11. Maintenance Obligations: In the event the Project includes construction then the following provisions are incorporated into this Agreement: a. The Recipient agrees to maintain any portion of the Project not located on the State Highway System constructed under this Agreement for its useful life. If the Recipient constructs any improvement on Department right-of-way, the Recipient ❑ shall ® shall not maintain the improvements located on the Department right-of-way made for their useful life. If the Recipient is required to maintain Project improvements located on the Department right-of-way beyond final acceptance, then Recipient shall, prior to any disbursement of the State funding provided under this Agreement, also execute a Maintenance Memorandum of Agreement in a form that is acceptable to the Department. The Recipient has agreed to the foregoing by resolution, and such resolution is attached and incorporated into this Agreement as Exhibit "D". This provision will survive termination of this Agreement. 12. State Single Audit: The administration of resources awarded through the Department to the Recipient by this Agreement may be subject to audits and/or monitoring by the Department. The following requirements do not limit the authority of the Department to conduct or arrange for the conduct of additional audits or evaluations of state financial assistance or limit the authority of any state agency inspector general, the Auditor General, or any other state official. The Recipient shall comply with all audit and audit reporting requirements as specified below. Page 7 of 14 93 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-010-60 STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT 5/24 a. In addition to reviews of audits conducted in accordance with Section 215.97, Florida Statutes, monitoring procedures to monitor the Recipient's use of state financial assistance may include but not be limited to on- site visits by Department staff and/or other procedures including, reviewing any required performance and financial reports, following up, ensuring corrective action, and issuing management decisions on weaknesses found through audits when those findings pertain to state financial assistance awarded through the Department by this Agreement. By entering into this Agreement, the Recipient agrees to comply and cooperate fully with any monitoring procedures/processes deemed appropriate by the Department. The Recipient further agrees to comply and cooperate with any inspections, reviews, investigations, or audits deemed necessary by the Department, the Department of Financial Services (DFS) or the Auditor General. b. The Recipient, a nonstate entity as defined by Section 215.97(2)(n), Florida Statutes, as a recipient of state financial assistance awarded by the Department through this Agreement is subject to the following requirements: In the event the Recipient meets the audit threshold requirements established by Section 215.97, Florida Statutes, the Recipient must have a State single or project -specific audit conducted for such fiscal year in accordance with Section 215.97, Florida Statutes; applicable rules of the Department of Financial Services; and Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General. Exhibit "J", State Financial Assistance (Florida Single Audit Act) to this Agreement indicates state financial assistance awarded through the Department by this Agreement needed by the Recipient to further comply with the requirements of Section 215.97, Florida Statutes. In determining the state financial assistance expended in a fiscal year, the Recipient shall consider all sources of state financial assistance, including state financial assistance received from the Department by this Agreement, other state agencies and other nonstate entities. State financial assistance does not include Federal direct or pass-through awards and resources received by a nonstate entity for Federal program matching requirements. ii. In connection with the audit requirements, the Recipient shall ensure that the audit complies with the requirements of Section 215.97(8), Florida Statutes. This includes submission of a financial reporting package as defined by Section 215.97(2)(e), Florida Statutes, and Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General. iii. In the event the Recipient does not meet the audit threshold requirements established by Section 215.97, Florida Statutes, the Recipient is exempt for such fiscal year from the state single audit requirements of Section 215.97, Florida Statutes. However, the Recipient must provide a single audit exemption statement to the Department at FDOTSingleAudit@dot.state.fl.us no later than nine months after the end of the Recipient's audit period for each applicable audit year. In the event the Recipient does not meet the audit threshold requirements established by Section 215.97, Florida Statutes, in a fiscal year and elects to have an audit conducted in accordance with the provisions of Section 215.97, Florida Statutes, the cost of the audit must be paid from the Recipient's resources (i.e., the cost of such an audit must be paid from the Recipient's resources obtained from other than State entities). iv. In accordance with Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General, copies of financial reporting packages required by this Agreement shall be submitted to: Page 8 of 14 94 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-010-60 STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT5/24 5/24 Florida Department of Transportation Office of Comptroller, MS 24 605 Suwannee Street Tallahassee, FL 32399-0405 Email: FDOTSingleAudit(cDdot.state.fl.us And State of Florida Auditor General Local Government Audits/342 111 West Madison Street, Room 401 Tallahassee, FL 32399-1450 Email: flaudgen localgovta(�aud.state.fl.us v. Any copies of financial reporting packages, reports or other information required to be submitted to the Department shall be submitted timely in accordance with Section 215.97, Florida Statutes, and Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General, as applicable. vi. The Recipient, when submitting financial reporting packages to the Department for audits done in accordance with Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General, should indicate the date the reporting package was delivered to the Recipient in correspondence accompanying the reporting package. vii. Upon receipt, and within six months, the Department will review the Recipient's financial reporting package, including corrective action plans and management letters, to the extent necessary to determine whether timely and appropriate corrective action on all deficiencies has been taken pertaining to the state financial assistance provided through the Department by this Agreement. If the Recipient fails to have an audit conducted consistent with Section 215.97, Florida Statutes, the Department may take appropriate corrective action to enforce compliance. viii. As a condition of receiving state financial assistance, the Recipient shall permit the Department, or its designee, DFS or the Auditor General access to the Recipient's records including financial statements, the independent auditor's working papers and project records as necessary. Records related to unresolved audit findings, appeals or litigation shall be retained until the action is complete or the dispute is resolved. c. The Recipient shall retain sufficient records demonstrating its compliance with the terms of this Agreement for a period of five years from the date the audit report is issued and shall allow the Department, or its designee, DFS or the Auditor General access to such records upon request. The Recipient shall ensure that the audit working papers are made available to the Department, or its designee, DFS or the Auditor General upon request for a period of five years from the date the audit report is issued unless extended in writing by the Department. 13. Restrictions, Prohibitions, Controls and Labor Provisions: a. A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity; may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, Florida Statutes, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. b. In accordance with Section 287.134, Florida Statutes, an entity or affiliate who has been placed on the Discriminatory Vendor List, kept by the Florida Department of Management Services, may not submit a bid on a contract to provide goods or services to a public entity; may not submit a bid on a contract with a public Page 9 of 14 95... STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-010-60 STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT siza entity for the construction or repair of a public building or public work; may not submit bids on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor or consultant under a contract with any public entity; and may not transact business with any public entity. c. An entity or affiliate who has had its Certificate of Qualification suspended, revoked, denied or have further been determined by the Department to be a non -responsible contractor may not submit a bid or perform work for the construction or repair of a public building or public work on a contract with the Recipient. d. No funds received pursuant to this Agreement may be expended for lobbying the Florida Legislature, judicial branch, or any state agency, in accordance with Section 216.347, Florida Statutes. e. The Department shall consider the employment by any contractor of unauthorized aliens a violation of Section 274A(e) of the Immigration and Nationality Act. If the contractor knowingly employs unauthorized aliens, such violation will be cause for unilateral cancellation of this Agreement. f. The Recipient shall: i. Utilize the U.S. Department of Homeland Security's E -Verify system to verify the employment eligibility of all new employees hired by the Recipient during the term of the contract; and ii. Expressly require any contractor and subcontractors performing work or providing services pursuant to the state contract to likewise utilize the U.S. Department of Homeland Security's E - Verify system to verify the employment eligibility of all new employees hired by the contractor and subcontractor during the contract term. g. The Recipient shall comply and require its contractors and subcontractors to comply with all terms and conditions of this Agreement and all federal, state, and local laws and regulations applicable to this Project. 14. Indemnification and Insurance: a. It is specifically agreed between the parties executing this Agreement that it is not intended by any of the provisions of any part of this Agreement to create in the public or any member thereof, a third -party beneficiary under this Agreement, or to authorize anyone not a party to this Agreement to maintain a suit for personal injuries or property damage pursuant to the terms or provisions of this Agreement. The Recipient guarantees the payment of all just claims for materials, supplies, tools, or labor and other just claims against the Recipient or any subcontractor, in connection with this Agreement. b. To the extent provided by law, Recipient shall indemnify, defend, and hold harmless the Department against any actions, claims, or damages arising out of, relating to, or resulting from negligent or wrongful act(s) of Recipient, or any of its officers, agents, or employees, acting within the scope of their office or employment, in connection with the rights granted to or exercised by Recipient hereunder, to the extent and within the limitations of Section 768.28, Florida Statutes. The foregoing indemnification shall not constitute a waiver of the Department's or the Recipient's sovereign immunity beyond the limits set forth in Florida Statutes, Section 768.28, nor shall the same be construed to constitute agreement by Recipient to indemnify the Department for the negligent acts or omissions of the Department, its officers, agents, or employees, or for the acts of third parties. Nothing herein shall be construed as consent by Recipient to be sued by third parties in any manner arising out of this Agreement. This indemnification shall survive the termination of this Agreement. c. Recipient agrees to include the following indemnification in all contracts with contractors, subcontractors, consultants, or subconsultants (each referred to as "Entity" for the purposes of the below indemnification) who perform work in connection with this Agreement: "To the extent provided by law, [ENTITY] shall indemnify, defend, and hold harmless the [RECIPIENT] and the State of Florida, Department of Transportation, including the Department's officers, agents, and employees, against any actions, claims, or damages arising out of, relating to, or resulting from negligent or wrongful act(s) of [ENTITY], or any of its officers, agents, or Page 10 of 14 96 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-010-60 STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT5/24 5/24 employees, acting within the scope of their office or employment, in connection with the rights granted to or exercised by [ENTITY]. The foregoing indemnification shall not constitute a waiver of the Department's or [RECIPIENT']'s sovereign immunity beyond the limits set forth in Florida Statutes, Section 768.28. Nor shall the same be construed to constitute agreement by [ENTITY] to indemnify [RECIPIENT] for the negligent acts or omissions of [RECIPIENT], its officers, agents, or employees, or third parties. Nor shall the same be construed to constitute agreement by [ENTITY] to indemnify the Department for the negligent acts or omissions of the Department, its officers, agents, or employees, or third parties. This indemnification shall survive the termination of this Agreement." d. The Recipient shall provide Workers' Compensation Insurance in accordance with Florida's Workers' Compensation law for all employees. If subletting any of the work, ensure that the subcontractor(s) and subconsultants have Workers' Compensation Insurance for their employees in accordance with Florida's Workers' Compensation law. If using "leased employees" or employees obtained through professional employer organizations ("PEO's"), ensure that such employees are covered by Workers' Compensation insurance through the PEO's or other leasing entities. Ensure that any equipment rental agreements that include operators or other personnel who are employees of independent contractors, sole proprietorships or partners are covered by insurance required under Florida's Workers' Compensation law. If the Recipient elects to self -perform the Project, and such self -performance is approved by the Department in accordance with the terms of this Agreement, the Recipient may self -insure and proof of self-insurance shall be provided to the Department. If the Recipient elects to hire a contractor or consultant to perform the Project, then the Recipient shall, or cause its contractor or consultant to carry Commercial General Liability insurance providing continuous coverage for all work or operations performed under the Agreement. Such insurance shall be no more restrictive than that provided by the latest occurrence form edition of the standard Commercial General Liability Coverage Form (ISO Form CG 00 01) as filed for use in the State of Florida. Recipient shall, or cause its contractor to cause the Department to be made an Additional Insured as to such insurance. Such coverage shall be on an "occurrence" basis and shall include Products/Completed Operations coverage. The coverage afforded to the Department as an Additional Insured shall be primary as to any other available insurance and shall not be more restrictive than the coverage afforded to the Named Insured. The limits of coverage shall not be less than $1,000,000 for each occurrence and not less than a $5,000,000 annual general aggregate, inclusive of amounts provided by an umbrella or excess policy. The limits of coverage described herein shall apply fully to the work or operations performed under the Agreement, and may not be shared with or diminished by claims unrelated to the Agreement. The policy/ies and coverage described herein may be subject to a deductible and such deductibles shall be paid by the Named Insured. No policy/ies or coverage described herein may contain or be subject to a Retention or a Self -Insured Retention unless the Recipient is a state agency or subdivision of the State of Florida that elects to self -perform the Project. Prior to the execution of the Agreement, and at all renewal periods which occur prior to final acceptance of the work, the Department shall be provided with an ACORD Certificate of Liability Insurance reflecting the coverage described herein. The Department shall be notified in writing within ten days of any cancellation, notice of cancellation, lapse, renewal, or proposed change to any policy or coverage described herein. The Department's approval or failure to disapprove any policy/ies, coverage, or ACORD Certificates shall not relieve or excuse any obligation to procure and maintain the insurance required herein, nor serve as a waiver of any rights or defenses the Department may have. When the Agreement includes the construction of a railroad grade crossing, railroad overpass or underpass structure, or any other work or operations within the limits of the railroad right-of-way, including any encroachments thereon from work or operations in the vicinity of the railroad right-of-way, the Recipient shall, or cause its contractor to, in addition to the insurance coverage required above, procure and maintain Railroad Protective Liability Coverage (ISO Form CG 00 35) where the railroad is the Named Insured and where the limits are not less than $2,000,000 combined single limit for bodily injury and/or property damage per occurrence, and with an annual aggregate limit of not less than $6,000,000. The railroad shall also be added along with the Department as an Additional Insured on the policy/ies procured pursuant to the paragraph above. Prior to the execution of the Agreement, and at all renewal periods which occur prior to final acceptance of the work, both the Department and the railroad shall be provided with an ACORD Certificate of Liability Insurance reflecting the coverage described herein. The insurance described herein Page 11 of 14 97 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-010-60 STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT siza shall be maintained through final acceptance of the work. Both the Department and the railroad shall be notified in writing within ten days of any cancellation, notice of cancellation, renewal, or proposed change to any policy or coverage described herein. The Department's approval or failure to disapprove any policy/ies, coverage, or ACORD Certificates shall not relieve or excuse any obligation to procure and maintain the insurance required herein, nor serve as a waiver of any rights the Department may have. g. When the Agreement involves work on or in the vicinity of utility -owned property or facilities, the utility shall be added along with the Department as an Additional Insured on the Commercial General Liability policy/ies procured above. 15. Miscellaneous: a. In no event shall any payment to the Recipient constitute or be construed as a waiver by the Department of any breach of covenant or any default which may then exist on the part of the Recipient and the making of such payment by the Department, while any such breach or default shall exist, shall in no way impair or prejudice any right or remedy available to the Department with respect to such breach or default. b. If any provision of this Agreement is held invalid, the remainder of this Agreement shall not be affected. In such an instance, the remainder would then continue to conform to the terms and requirements of applicable law. c. The Recipient and the Department agree that the Recipient, its employees, contractors, subcontractors, consultants, and subconsultants are not agents of the Department as a result of this Agreement. d. By execution of the Agreement, the Recipient represents that it has not paid and, also agrees not to pay, any bonus or commission for the purpose of obtaining an approval of its application for the financing hereunder. e. Nothing in the Agreement shall require the Recipient to observe or enforce compliance with any provision or perform any act or do any other thing in contravention of any applicable state law. If any of the provisions of the Agreement violate any applicable state law, the Recipient will at once notify the Department in writing in order that appropriate changes and modifications may be made by the Department and the Recipient to the end that the Recipient may proceed as soon as possible with the Project. f. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, but all of which shall constitute the same Agreement. A facsimile or electronic transmission of this Agreement with a signature on behalf of a party will be legal and binding on such party. g. The Department reserves the right to unilaterally terminate this Agreement for failure by the Recipient to comply with the provisions of Chapter 119, Florida Statutes. h. The Recipient agrees to comply with Section 20.055(5), Florida Statutes, and to incorporate in all subcontracts the obligation to comply with Section 20.055(5), Florida Statutes i. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. In the event of a conflict between any portion of the contract and Florida law, the laws of Florida shall prevail. The Recipient agrees to waive forum and venue and that the Department shall determine the forum and venue in which any dispute under this Agreement is decided. j. This Agreement does not involve the purchase of Tangible Personal Property, as defined in Chapter 273, Florida Statutes. 16. Exhibits. a. Exhibits A, B, D, F, H, and J are attached to and incorporated into this Agreement. b. ® The Project will involve construction, therefore, Exhibit "C", Engineer's Certification of Compliance is attached and incorporated into this Agreement. Page 12 of 14 98 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-010-60 STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT 5/24 c. ❑ This Project utilizes Advance Project Reimbursement. If this Project utilizes Advance Project Reimbursement, then Exhibit "W', Advance Project Reimbursement is attached and incorporated into this Agreement. d. ❑ A portion or all of the Project will utilize the Department's right-of-way and, therefore, Exhibit O, Terms and Conditions of Construction in Department Right -of -Way, is attached and incorporated into this Agreement. e. ❑ The following Exhibit(s), in addition to those listed in 16.a. through 16.f., are attached and incorporated into this Agreement: f. Exhibit and Attachment List Exhibit A: Project Description and Responsibilities Exhibit B: Schedule of Financial Assistance *Exhibit C: Engineer's Certification of Compliance Exhibit D: Recipient Resolution Exhibit F: Contract Payment Requirements Exhibit H: Alternative Advance Payment Financial Provisions Exhibit J: State Financial Assistance (Florida Single Audit Act) *Exhibit K: Advance Project Reimbursement *Exhibit O: Terms and Conditions of Construction in Department Right -of -Way *Additional Exhibit(s): *Indicates that the Exhibit is only attached and incorporated if applicable box is selected. The remainder of this page intentionally left blank. Page 13 of 14 99 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STATE -FUNDED GRANT AGREEMENT 525-010.60 PROGRAM MANAGEMENT 5/24 IN WITNESS WHEREOF, the Parties have executed this Agreement on the day and year written above. RECIPIENT: BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY By: Name: Title: CHAIRMAN ATTEST: Ryan L. Butler, Clerk of Court & Comptroller Im , Deputy Clerk APPROVED AS TO FORM & LEGAL SUFFICIENCY: Recipient's LEGAL REVIEW: Print Name: Jennifer W. Shuler COUNTY ATTORNEY STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION By: Name: John P. Krane, P.E. Title: Director of Transportation Development Legal Review: By: Name: Francine Steelman, Assistant General Counsel See attached encumbrance form for date of Funding approval by Comptroller. Page 14 of 14 100 Alt Form 525-010-6oeA STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525 -011 -CA STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT osi21 EXHIBIT A PROJECT DESCRIPTION AND RESPONSIBILITIES FPN: 444269-1-54-01 This exhibit forms an integral part of the Agreement between the State of Florida, Department of Transportation and Indian River County (the Recipient) PROJECT LOCATION: ❑ The project is on the National Highway System. ❑ The project is on the State Highway System. PROJECT LENGTH AND MILE POST LIMITS: Project Length: 1.759 Roadway ID 88509000 Mile Post 0.00 / 1.759 PROJECT DESCRIPTION: This project consist of resurfacing/widening of Indian River Boulevard from 17th Street to 4th Street. Construction includes milling and resurfacing, shoulder widening to a minimum 6 -foot- wide buffered bike lane along the major North/South corridor, ADA sidewalk return improvements, drainage improvements, and interconnect improvements. SPECIAL CONSIDERATIONS BY RECIPIENT: The Recipient is required to provide a copy of the design plans for the Department's review and approval to coordinate permitting with the Department, and notfy the Department prior to commencement of any right-of-way activities. The Recipient shall commence the project's activities subsequent to the execution of this Agreement and shall perform in accordance with the following schedule: a) Study to be completed by n/a. b) Design to be completed by n/a. c) Right -of -Way requirements identified and provided to the Department by n/a. d) Right -of -Way to be certified by n/a . e) Construction contract to be let by12/31/2024 0 Construction to be completed by 06/30/2027 If this schedule cannot be met, the Recipient will notify the Department in writing with a revised schedule or the project is subject to the withdrawal of funding. SPECIAL CONSIDERATIONS BY DEPARTMENT: Issuance of the FDOT Notice to Proceed (NTP) to the Local Agency is subject to the submittal and approval of agency production package. ( Signed and Sealed 100% plans, engineer's cost estimate, applicable permits, and environmental documentation. Advertisement and contract award for the project is NOT permitted prior to the issuance of FDOT NTP. Page 1 of 1 101 Deliverables Exhibit A 444269-1-54-01 INDIAN RIVER BLVD FROM SR-5/US-1/FEDERAL HWY TO 17TH ST Pay Item Pay Item Description Quantit Unit 101-1 MOBILIZATION/ DEMOBILIZATION 1 LS 102-1 MAINTENANCE OF TRAFFIC 1 LS 104-2 PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION 1 LS 110-1-1 CLEARING & GRUBBING 17.6 AC 110-21 TREE PROTECTION BARRIER 500 LF 110-22 TREE ROOT & BRANCH PRUNING 10 EA 120-1 REGULAR EXCAVATION 4896 CY 120-6 EMBANKMENT 7849 CY 210-1 REWORKING BASE 2678 SY 285-702 OPTIONAL BASE GROUP 02 CEMENTED COQUINA, LBR 100, 5" 4294 SY 285-716 OPTIONAL BASE GROUP 18 (CEMENTED COQUINA, LBR 100, 16") 3014 SY 327-70-1 MILLING EXISTING ASPHALT PAVEMENT 1") 74444 SY 334-1-13A SUPERPAVE ASPHALT CONCRETE (SP -12.5) (TRAFFIC C) (1.5") 318 TN 334-1-13B SUPERPAVE ASPHALT CONCRETE SP -12.5 TRAFFIC C 2.0" 145 TN 337-7-82 ASPHALTIC CONCRETE FRICTION COURSE (FC -9.5) (TRAFFIC C) (1") 4429 TN 339-1 MISCELLANEOUS ASPHALT PAVEMENT 2" THICK, MIN. 90 TN 400-0-11 CLASS NS CONCRETE (GRAVITY WALL) (SCHEME 2) 1853 CY 425-1-541 INLETS - DRAINAGE (DITCH BOTTOM TYPE D) -10') 3 EA 425-1-541A INLETS - DRAINAGE (DITCH BOTTOM TYPE D) (-10') (WI CONC. APRON) 1 EA 425-1-543 INLETS - DRAINAGE DITCH BOTTOM TYPE D -10' W/ J -BOTTOM 1 EA 425-1-551 INLETS - DRAINAGE (DITCH BOTTOM TYPE E) (-10') 2 EA 425-1-701 INLETS - DRAINAGE (GUTTER TYPE S) -10') 5 EA 425-1-910 INLETS - DRAINAGE (CLOSED FLUME) 1 EA 425-2-41 MANHOLE TYPE 7(P -BOTTOM) <10' 5 EA 425-2-72 MANHOLE (TYPE 7) (J -BOTTOM) (<10') 6 EA 425-2-72 MANHOLE TYPE 7) (J -BOTTOM) <10' W/ 36" DIA. RING & COVER) 1 EA ** 425-5-1 ADJUST MANHOLES (UTILITY ARV MANHOLE) 6 "425-6 VALVE BOX (ADJUST) 11 430-94-01 DESILTING PIPE (12") 107 LF 430-94-01A DESILTING PIPE 15" 49 LF 430-94-01B DESILTING PIPE (18") 283 LF 430-94-01C DESILTING PIPE (14"x23") 62 LF 430-94-01D DESILTING PIPE (24") 343 LF 430-94-02 DESILTING PIPE (30") 162 LF 430-94-02A DESILTING PIPE (24"x38") 318 LF 430-94-02B DESILTING PIPE 36" 339 LF 430-94-02C DESILTING PIPE (54") 26 LF 430-175-118 PIPE CULVERT (ROUND) (18") (REINFORCED CONCRETE PIPE) (CL III) 254 LF 430-175-124 PIPE CULVERT (ROUND) (24") (REINFORCED CONCRETE PIPE) (CL III) 919 LF 430-175-136 PIPE CULVERT ROUND 36" REINFORCED CONCRETE PIPE CL III 137 LF 430-175-218 PIPE CULVERT (ELLIPTICAL) (14"x23") (REINFORCED CONCRETE PIPE) (CL III) 76 LF 430-175-219 PIPE CULVERT ELLIPTICAL 19"00") (REINFORCED CONCRETE PIPE) (CL III) 30 LF 430-175-224 PIPE CULVERT (ELLIPTICAL) (24"08") (REINFORCED CONCRETE PIPE) (CL III) 363 LF 430-530-100 STRAIGHT CONCRETE ENDWALLS 30" SINGLE 0 DEGREES 1 EA 430-982-129 MITERED END SECTION (ROUND) (24") (SD) 11 EA 430-982-625 MITERED END SECTION ELLIPTICAL 14"x23" SD 1 EA 430-982-633 MITERED END SECTION (ELLIPTICAL) (24"x38") (SD) 3 EA 515-1-2 PIPE HANDRAIL - GUIDERAIL (ALUMINUM) 2986 LF 520-1-10 CONCRETE CURB AND GUTTER (TYPE F) (3,000 PSI MIN.) 565 LF 520-6 CONCRETE SHOULDER GUTTER 264 LF 522-2 CONCRETE SIDEWALK AND DRIVEWAYS (6" THICK) (FIBER REINFORCED) (3,000 PSI MIN.) 5716 SY 102 527-2 DETECTABLE WARNINGS 255 SF 536-1-1 GUARDRAIL(W-BEAM) TL -3 1854 LF 536-6 PIPE RAIL FOR GUARDRAIL 1728 LF 536-7-2 SPECIAL GUARDRAIL POST (SPECIAL STEEL POST FOR CONCRETE STRUCTURE MOUNT) 6 EA 536-7-3 SPECIAL GUARDRAIL POST ENCASED FOR SHALLOW MOUNT 2 EA 536-85-20 GUARDRAIL END TREATMENT (TYPE II TRAILING ANCHORAGE) 4 EA 536-85-24 GUARDRAIL END TREATMENT PARALLEL APPROACH TERMINAL TL -3 4 EA 570-1-1 PERFORMANCE TURF (SOD) (BAHIA) 91200 SY 630-2-11 CONDUIT (SIGNAL) (F&I) (OPEN TRENCH) 145 LF 630-2-12 CONDUIT (DIRECTIONAL BORE) (F&I) (2-2" HDPE) 10135 LF 630-2-14 CONDUIT SIGNAL) (F&I) (ABOVEGROUND 100 LF 632-7-1 SIGNAL CABLE (F&I) 2 PI 632-7-6 SIGNAL CABLE REMOVE - INTERSECTION) 1 PI 633-1-121 FIBER OPTIC CABLE (F&I) (UNDERGROUND) (12 FIBER) 500 LF 633-1-124 FIBER OPTIC CABLE (F&I) (UNDERGROUND 144 STRAND 12285 LF 633-2-31 FIBER OPTIC CONNECTION (INSTALL) (SPLICE) 24 EA 633-2-32 FIBER OPTIC CONNECTION INSTALL TERMINATION 24 EA 635-2-12 PULL BOX (F&I) (24"X36") 22 EA 635-2-14 PULL & SPLICE BOX (F&I) 17" X 30") 10 EA 635-2-15 SLACK BOX (F&I) (30"X48") 8 EA 646-1-11 ALUMINUM SIGNALS POLE (F&I) (PEDESTAL 8 EA 646-1-60 ALUMINUM SIGNALS POLE (REMOVE) 1 EA 650-2-109 VEH. SIGNALS AUX (RETROFIT) (F&I) (REFLECTIVE FLEXIBLE BACKPLATE) (3 -SEC, STRAIGHT) 6 EA 650-2-109A VEH. SIGNALS AUX (RETROFIT) (F&I) (REFLECTIVE FLEXIBLE BACKPLATE) (5 -SEC, CLUSTER) 3 EA 653-1-11 PEDESTRIAN SIGNAL (F&I) (LED COUNTDOWN) (1 -WAY) 8 AS 653-1-60 PEDESTRIAN SIGNAL (REMOVE PED SIGNAL) (POLE TO REMAIN) 3 AS 665-1-11 PEDESTRIAN DETECTOR (F&I) (STANDARD 8 EA 665-1-60 PEDESTRIAN DETECTOR (REMOVE) (POLE TO REMAIN) 4 EA 671-240 TRAFFIC CONTROLLER (MODIFY) 2 EA 654-2-26 MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON SIGN ASSEMBLY (SOLAR) 2 EA 695-3-11 TMS VEHICLE SPEED/CLASSIFICATION SENSOR 2 EA 695-5-1 TMS SOLAR POWER UNIT 2 EA 695-6-12 TMS INDUCTIVE LOOP ASSEMBLY (2 LOOPS) 4 EA 695-7-172 TMS CABINET TYPE 4 PLANE BACK PEDESTAL 2 EA 695-8-11 TMS SYSTEM COMMUNICATIONS MODEM (INCLUDES ANTENNA) 2 EA 700-1-111 SINGLE COLUMN SIGN POST GROUND SIGN ASSEMBLY (F&I) (<12 SF 2 EA 700-1-112 SINGLE COLUMN SIGN (POST) GROUND SIGN ASSEMBLY (F&I) (12-20 SF) 1 EA 700-1-500 SINGLE COLUMN SIGN (POST) GROUND SIGN ASSEMBLY (RELOCATE) 23 EA 700-1-600 SINGLE COLUMN SIGN (POST) GROUND SIGN ASSEMBLY (REMOVE) 3 EA 706-1-3 RETRO -REFLECTIVE MARKERS 1397 EA 711-11-121 THERMOPLASTIC PAVEMENT MARKINGS (STD) (WHITE) (SOLID) (6") 42865 LF 711-11-122 THERMOPLASTIC PAVEMENT MARKINGS (STD) (WHITE) (SOLID) 8") 1131 LF 711-11-123 THERMOPLASTIC PAVEMENT MARKINGS (STD) (WHITE) (SOLID) (12") 1474 LF 711-11-124 THERMOPLASTIC PAVEMENT MARKINGS STD WHITE SOLID 18" 655 LF 711-11-125 THERMOPLASTIC PAVEMENT MARKINGS (STD) (WHITE) (SOLID) (24") 1425 LF 711-11-131A THERMOPLASTIC PAVEMENT MARKINGS STD WHITE 6" SKIP 2'4 4931 LF 711-11-131B THERMOPLASTIC PAVEMENT MARKINGS (STD) (WHITE) (6") (SKIP 6'-10') 1574 LF 711-11-131C THERMOPLASTIC PAVEMENT MARKINGS (STD) (WHITE) (6") (SKIP 10'-30') 16691 LF 711-11-160 THERMOPLASTIC PAVEMENT MARKINGS (STD) (WHITE) (MESSAGE) 32 EA 711-11-170 THERMOPLASTIC PAVEMENT MARKINGS STD WHITE(ARROW) 93 EA 711-11-221 THERMOPLASTIC PAVEMENT MARKINGS (STD) (YELLOW) (6") 18249 LF 711-11-231A THERMOPLASTIC PAVEMENT MARKINGS (STD) (YELLOW) (6") (SKIP 2'-4') 334 LF 711-11-231 B THERMOPLASTIC PAVEMENT MARKINGS (STD) (YELLOW) (6") (SKIP 6'-10') 948 LF 103 *" 1050-11-222 UTILITY PIPE (F&I) (PVC) (FORCE MAIN) (4") (OPEN TRENCH) 15 LF ** 1050-11-223 UTILITY PIPE (F&I) (PVC) (FORCE MAIN) (6") (OPEN TRENCH) 15 LF *' 1050-11-224A UTILITY PIPE (F&I) (PVC) (FORCE MAIN) (12") (OPEN TRENCH) 460 LF ** 1050-11-224B UTILITY PIPE (F&I) (PVC) (WATER MAIN) (16") (OPEN TRENCH) 115 LF ** 1050-11-323B UTILITY PIPE (F&I) (HDPE) (FORCE MAIN) (6") (HDD) 260 LF ** 1050-11-323B UTILITY PIPE (F&I) (HDPE FORCE MAIN 8" HDD 120 LF ** 1050-18-222 EXISTING 4" FORCE MAIN (REMOVE & DISPOSE OR CAP & PRESSURE GROUT) 952 LF ** 1050-18-223 EXISTING 6" FORCE MAIN (REMOVE & DISPOSE OR CAP & PRESSURE GROUT) 3543 LF ** 1050-18-224 EXISTING 12" FORCE MAIN (REMOVE & DISPOSE OR CAP & PRESSURE GROUT) 450 LF ** 1055-51-112A UTILITY FITTING (F&I) (ELBOW) (45 DEG.) (DI) (FORCE MAIN) (12") 2 EA ** 1055-51-112B UTILITY FITTING (F&I) (ELBOW) (90 DEG.) (DI) (FORCE MAIN) (12") 1 EA ** 1055-51.116 UTILITY FITTING (F&I) (ELBOW 45 DEG. DI WATER MAIN 16" 8 EA ** 1055-51-212 UTILITY FITTING (F&I) (DI) (TEE) (6"x12") (FM) 1 EA ** 1055-51-407 UTILITY FITTING (F&I) (PVCIHDPE TRANSITION COUPLING) (4" TO 6") (FM) 3 EA ** 1055-51-407A UTILITY FITTING (F&I) (PVC/HDPE TRANSITION COUPLING) (6" TO 6") (FM) 1 EA ** 1055-51-408 UTILITY FITTING (F&I)(PVC/HDPE TRANSITION COUPLING) (6" TO 8") (FM) 2 EA ** 1055-51-512 UTILITY FITTING (F&I) (DI) (CAP) (12") (FM) 2 EA ** 1060.12-213 UTILITY STRUCTURE AND MANHOLE (REMOVAL) 1 EA ** 1080-11-47A UTILITY FIXTURE - LINESTOP ASSEMBLY (F&I) (12") (FM) 2 EA ** 1080-11-47B UTILITY FIXTURE - LINESTOP ASSEMBLY (F&I) (16") (WM) 2 EA ** 1080-11-214 UTILITY FIXTURE (F&I) (BELOW GRADE AIR RELEASE VALVE) (FORCE MAIN) 3 EA ** 1080-11-216A UTILITY FIXTURE (F&I) (TEMPORARY JUMPER VALVE ASSEMBLY) 1 EA ** 1080-23-112A UTILITY FIXTURE (F&I) (TAPPING SLEEVE) (FORCE MAIN) (4"x12") 1 EA *' 1080-23-112B UTILITY FIXTURE (F&I) (TAPPING SLEEVE) (FORCE MAIN) (6"x12") 1 EA ** 1080-23-112C UTILITY FIXTURE (F&I) (TAPPING SLEEVE) (FORCE MAIN) (12""x12") 2 EA ** 1080-24-14 UTILITY FIXTURE (F&I) (GATE VALVE ASSEMBLY) FORCE MAIN 4" 2 EA ** 1080-24-16 UTILITY FIXTURE (F&I) (GATE VALVE ASSEMBLY) (FORCE MAIN) (6") 2 EA ** 1080.24-112 UTILITY FIXTURE (F&I) (GATE VALVE ASSEMBLY) (FORCE MAIN) (12") 2 EA ** 1080-29-112 UTILITY FIXTURE - MECHANICAL JOINT RESTRAINT (F&I) (12" FM) (INSTALLED ON EXISTING PIPE) 10 EA ** 1080-29-116 UTILITY FIXTURE - MECHANICAL JOINT RESTRAINT (F&I) (16" WM) (INSTALLED ON EXISTING PIPE) 12 EA *" 1080-32-116 UTILITY FIXTURE - SAMPLE POINT (F&I) (16") 1 EA ** 1644111-08 FIRE HYDRANT ASSEMBLY (F&I) (STANDARD) (HOSE) (6") 1 EA ** 999-1 CONSTRUCTION LAYOUT/RECORD DRAWINGS 1 EA 999-2 CONSTRUCTION LAYOUTIRECORD DRAWINGS (IRC UTILITIES) 1 EA (**) = Non Participation Items 104 Aft Form 525-010-6086 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-011-0B STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT 180127th Street 8/21 Vero Beach, Florida 32960 Page 1 of 1 EXHIBIT B MAXIMUM PARTICIPATION SCHEDULE OF FINANCIAL ASSISTANCE ) LOCALFUNDS RECIPIENT NAME & BILLING ADDRESS: FINANCIAL PROJECT NUMBER: Indian River County 444269-1-54.01 180127th Street Vero Beach, Florida 32960 MAXIMUM PARTICIPATION TOTAL PROJECT FUNDS ) LOCALFUNDS STATE FUNDS Indicate source of PHASE OF WORK by Fiscal Year: Local funds Design- Phase 34 Maximum Department Participation $ $ $ ❑ In -Kind FY: (Insert Program Name) ❑ Cash FY: Maximum Department Participation $ $ $ In -Kind (Insert Program Name) ❑ Cash Total Design Cost $ 0.00 $ 0.00 $ 0.00 Right -of -Way- Phase "Maximum Department Participation $ $ $ In -Kind FY: ,. (Insert Program Name) ❑Cash FY: , Maximum Department Participation $ $ $ ❑ In -Kind (Insert Program Name) ❑ Cash Total Right -of -Way Cost $ 0.00 $ 0.00 $ 0.00 Construction- Phase 54 Maximum Department Participation $7,554,423.00 $6,008,142.00 $1,546,281.00 In -Kind FY: 111611111111 (Small County Outreach Program ® Cash FY: Maximum Department Participation $ $ $ In -Kind (Insert Program Name) ❑ Cash Total Construction Cost $7,554,423.00 $6,008,142.00 $1,546,281.00 Construction Maximum Department Participation $ $ $ In -Kind Engineering and (Insert Program Name) ❑ Cash Inspection - Phase 64 FY: FY: Maximum Department Participation $ $ $ ❑ In -Kind (Insert Program Name) ❑ Cash Total Construction Engineering and Inspection Cost $ 0.00 $ 0.00 $ 0.00 (Phase: ) Maximum Department Participation $ $ $ ❑ In -Kind FY: (Insert Program Name) ❑ Cash FY: Maximum Department Participation $ $ $ ❑ In -Kind (Insert Program Name) ❑ Cash Total ``Lost $ 0.00 $ 0.00 $ 0.00 % % % TOTAL COST OF THE PROJECT $7,554,423.00-F-$6,008,142.00 $1,546,281.00 COST ANALYSIS CERTIFICATION AS REQUIRED BY SECTION 216.3475, FLORIDA STATUTES: I certify that the cost for each line item budget category has been evaluated and determined to be allowable, reasonable, and necessary as required by Section 216.3475, F.S. Documentation is on file evidencing the methodology used and the conclusions reached. Jason Nwamah District Grant Manager Name Signature Date 105 Alt Form 525-010-6OeC STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525 -011 -OC STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT 05/21 Page 1 of 1 EXHIBIT C ENGINEER'S CERTIFICATION OF COMPLIANCE Engineer's Certification of Compliance. The Recipient shall complete and submit the following Notice of Completion and, if applicable, Engineer's Certification of Compliance to the Department upon completion of the construction phase of the Project. NOTICE OF COMPLETION STATE -FUNDED GRANT AGREEMENT Between THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION and Indian River County PROJECT DESCRIPTION:Construction along Indian River Blvd from SR-5/US-1/Federal Highway to 17th Street. F P I D#: 444269-1-54-01 In accordance with the Terms and Conditions of the State -Funded Grant Agreement, the undersigned provides notification that the work authorized by this Agreement is complete as of , 20_ By: Name: Title: ENGINEER'S CERTIFICATION OF COMPLIANCE In accordance with the Terms and Conditions of the State -Funded Grant Agreement, the undersigned certifies that all work which originally required certification by a Professional Engineer has been completed in compliance with the Project construction plans and specifications. If any deviations have been made from the approved plans, a list of all deviations, along with an explanation that justifies the reason to accept each deviation, will be attached to this Certification. Also, with submittal of this certification the Recipient shall furnish the Department a set of "as -built" plans certified by the Engineer of Record/CEI. SEAL: By: P.E. Name: Date: 106 Aft Form 525-010-0OeD STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-011-01) STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT osf21 Page 1 of 1 EXHIBIT D RECIPIENT RESOLUTION The Recipient's Resolution authorizing entry into this Agreement is attached and incorporated into this Agreement. 107 Alt Form 525-010-6OeF STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525 -011 -OF STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT 05/21 Page 1 of 2 EXHIBIT F CONTRACT PAYMENT REQUIREMENTS Florida Department of Financial Services, Reference Guide for State Expenditures Cost Reimbursement Contracts Invoices for cost reimbursement contracts must be supported by an itemized listing of expenditures by category (salary, travel, expenses, etc.). Supporting documentation shall be submitted for each amount for which reimbursement is being claimed indicating that the item has been paid. Documentation for each amount for which reimbursement is being claimed must indicate that the item has been paid. Check numbers may be provided in lieu of copies of actual checks. Each piece of documentation should clearly reflect the dates of service. Only expenditures for categories in the approved agreement budget may be reimbursed. These expenditures must be allowable (pursuant to law) and directly related to the services being provided. Listed below are types and examples of supporting documentation for cost reimbursement agreements: Salaries: Timesheets that support the hours worked on the project or activity must be kept. A payroll register, or similar documentation should be maintained. The payroll register should show gross salary charges, fringe benefits, other deductions and net pay. If an individual for whom reimbursement is being claimed is paid by the hour, a document reflecting the hours worked times the rate of pay will be acceptable. Fringe benefits: Fringe benefits should be supported by invoices showing the amount paid on behalf of the employee, e.g., insurance premiums paid. If the contract specifically states that fringe benefits will be based on a specified percentage rather than the actual cost of fringe benefits, then the calculation for the fringe benefits amount must be shown. Exception: Governmental entities are not required to provide check numbers or copies of checks for fringe benefits. Travel: Reimbursement for travel must be in accordance with s. 112.061, F.S., which includes submission of the claim on the approved state travel voucher along with supporting receipts and invoices. Other direct costs: Reimbursement will be made based on paid invoices/receipts and proof of payment processing (cancelled/processed checks and bank statements). If nonexpendable property is purchased using state funds, the contract should include a provision for the transfer of the property to the State when services are terminated. Documentation must be provided to show compliance with DMS Rule 60A-1.017, F.A.C., regarding the requirements for contracts which include services and that provide for the contractor to purchase tangible personal property as defined in s. 273.02, F.S., for subsequent transfer to the State. Indirect costs: If the contract stipulates that indirect costs will be paid based on a specified rate, then the calculation should be shown. Indirect costs must be in the approved agreement budget and the entity must be able to demonstrate that the costs are not duplicated elsewhere as direct costs. All indirect cost rates must be evaluated for reasonableness and for allowability and must be allocated consistently. 108 Contracts between state agencies may submit alternative documentation to substantiate the reimbursement request, which may be in the form of FLAIR reports or other detailed reports. The Florida Department of Financial Services, online Reference Guide for State Expenditures can be found at this web address https://www.mVfloridacfo.com/Division/AA/Manuals/documents/ReferenceGuideforState Expenditures.pdf. AR Form STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-011-OH PROG Select Agreement MANAG MENT 05/21 Page 1 of 1 EXHIBIT H ALTERNATIVE ADVANCE PAYMENT FINANCIAL PROVISIONS If payments are authorized by the Chief Financial Officer of the State of Florida under Chapters 215 and 216, Florida Statutes or the Department's Comptroller under Section 334.044(29), Florida Statutes: 1. The invoiced amount to the Department for contractor(s) and consultant(s) cannot exceed the amount of the invoice received from the Recipient's contractor(s) or consultant(s). 2. All of the Recipient's costs must have been incurred and paid prior to the date of the invoice. 3. All invoices received from the Recipient shall clearly separate the cost of the contractor(s) or consultant(s) from the Recipient's costs billed to the Department. 4. All invoices submitted to the Department must provide complete documentation, including a copy of the contractor's or consultant's invoice(s), to substantiate the cost on the invoice. 5. The Recipient must certify on each invoice that the costs from the contractor(s) or consultant(s) are valid and have been incurred by the contractor(s) or consultant(s). 6. Each monthly invoice subsequent to the first invoice from the Recipient must contain a statement from the Recipient that the previous month's cost incurred by the contractor(s) or consultant(s) has been paid by the Recipient to the contractor(s) or consultant(s). 110 mil INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Board of County Commissioners THROUGH: John A. Titkanich, Jr., County Administrator Nancy A. Bunt, Assistant County Administrator Addie Javed, PhD, P.E., CFM, Public Works Director Kirstin Leiendecker, P.E., Assistant Public Works Director Mark Winslow, P.E., Project Engineer FROM: Jill Williams, Contract Support Specialist SUBJECT: Award of Bid No. 2025008 43rd Avenue Bicycle and Pedestrian Improvements 14' Lane and 15th Place Resurfacing DATE: November 6, 2024 DESCRIPTION AND CONDITIONS On August 20, 2024, the Board of County Commissioners awarded Bid No. 2024043 in the amount of $5,517,900.05 to Timothy Rose Contracting, Inc. for IRC7M0,.bicycle and pedestrian improvements at 43rd Avenue from 12th Street to 18th Street. The proposed improvements will include adding 6 -foot bike lanes and sidewalks, milling, resurfacing, striping, drainage, pedestrian signalization improvements and utility relocations. IRC -1818A, Bid No. 2025008 project is located off the 43rd Avenue project on 14th Lane and 15th Place and includes reconstruction of the roadway base utilizing full depth reclamation (FDR) and resurfacing with asphaltic concrete. Ancillary work includes installation of concrete valley gutter, drainage improvements, driveway apron replacement, clearing, tree removal, grading, sod and pavement markings. A bid opening for project IRC -1818A was held on November 5, 2024. As summarized below, five (5) responsive bids were received and opened during a public meeting. A detailed bid tabulation is on file and available for viewing in the Public Works Engineering Division. Bid totals are as follows: COMPANY BID AMOUNT Timothy Rose Contracting, Inc., Vero Beach, FL $388,803.64 Ranger Construction Industries, Fort Pierce, FL $4$1,135.00 GRSC, Inc., Stuart, FL $578,204.75* Sunshine Land Design, Inc., Stuart, FL $619,155.68* C.W. Roberts Contracting, Inc., Palm City, FL $1,051,795.00* *denotes mathematical error on bid form corrected 111 Award of Bid No. 2025008 43rd Avenue Bicycle & Pedestrian Improvements 14T" Lane and 15`h Place Resurfacing For August 20, 2024 BCC Meeting Timothy Rose Contracting, Inc. is considered to be the lowest, responsive, responsible bidder for the project with a bid totaling $388,803.64, which is $61,196.36 or 13.599% below the Engineers Cost Estimate of $450,000.00. Timothy Rose Contracting, Inc. has completed various projects forthe County in a satisfactory manner. FUNDING Funding is budgeted and available in Optional Sales Tax/Road & Bridge/Construction in Progress/43rd Avenue Pedestrian Access Improvements account, number 31521441-066510-22027 in the amount of $388,803.64. Account Description Account Number Amount Optional Sales Tax/Road & 31521441-066510-22027 $388,803.64 Bridge/Construction in Progress/43rd Avenue Pedestrian Access Improvements RECOMMENDATION Staff recommends the project be awarded to Timothy Rose Contracting, Inc. in the amount of $388,803.64. Staff further recommends the Board approve the sample agreement and authorize the Chairman to execute said agreement after review and approval of both the agreement and required Public Construction Bond by the County Attorney as to form and legal sufficiency, and the receipt and approval of required insurance by the Risk Manager. ATTACHMENTS 1. Sample Agreement AGENDA ITEM FOR NOVEMBER 19, 2024 C:\G=icusUxgistar5\L5\Temp\f717e1 b9d20ed359-883d-b1 e600449b9.doc 112 SECTION 00520 Agreement (Public Works) TABLE OF CONTENTS Title Page ARTICLE 1 - WORK..................................................................I .........................................2 ARTICLE 2 - THE PROJECT .................................... ....... .....................2 ARTICLE 3 - ENGINEER ............................................ .....:::.::..::::::: ..........:::.::...:.........2 ARTICLE 4 - CONTRACT TIMES .............................::..::..::. ..............:::.:: :. ...........2 ARTICLE 5 - CONTRACT PRICE ........................ .;..... ..................... ...................3 ARTICLE 6 - PAYMENT PROCEDURES ......... ........... ......................... ...3 ARTICLE 7 - INDEMNIFICATION ............. .,..... ., .................... ... ....,................5 ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS...................................................:...........5 ARTICLE 9 - CONTRACT DOCUMENTS. .. ........ .:..... ...... ... ..:.6 ARTICLE 10 - MISCELLANEOUS.............7 [ThE . in IS Pa AS LEFT BLANK INTENTIONALLY] Agreement (Public Works) REV 04-07 - 00520 - 1 C:\Granicus\Legistar5\LS\Temp\6c5a720b-1169-4d97-8bf2-a754e0e1528"cCx 413-- SECTION 00520 Agreement (Public Works) THIS AGREEMENT is by and between INDIAN State of Florida organized and existing under the OWNER) and (hereinafter called CONTRACTOR). RIVER COUNTY, a Political Subdivision of the Laws of the State of Florida, (hereinafter called OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1- WORK 1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: The proposed project is located off the 43rd Avenue Bicycle and Pedestrian Improvement Project on 14th Lane and 15th Place in Vero Beach, FL, includes reconstruction of the roadway base utilizing full depth reclamation (FDR) and resurfacing with asphaltic concrete. Ancillary work includes installation of concrete valley gutter, drainage improvements, driveway apron replacement, clearing, tree removal, grading, sod, and pavement markings. ARTICLE 2 - THE ECTI 2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Project Name:43RD AVENUE BICYCLE AND PEDESTRIAN IMPROVMENTS 14TH LANE & 15TH PLACE RESURFACING County Project Number: IRC -1818A Bid Number: 2025008 Project Address: 14th Lane &15th Place, Vero Beach, FL 32966 ARTICLE 3 - ENGINEER 3.01 The Indian River County Public Works Department is hereinafter called the ENGINEER and will act as OWNER's representative, assume all duties and responsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. 136 Agreement (Public Works) REV 04-07 - 00520 - 2 C\Gramcus\Legistar5\L5\Tem p\6c5a720b-1169-4d97-8bf2-a754e0e152Be. dou 114 ARTICLE 4 - CONTRACT TIMES 4.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Days to Achieve Substantial Completion, Final Completion and Final Payment A. The Work will be substantially completed on or before the 150th calendar day after the date when the Contract Times commence to run as provided in paragraph 2.03 of the General Conditions and completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions on or before the 180th calendar day after the date when the Contract Times commence to run. 4.03 Liquidated Damages A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. Liquidated damages will commence for this portion of work. The parties also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty), CONTRACTOR shall pay OWNER $1,685.00 for each calendar day that expires after the time specified in paragraph 4.02 for Substantial Completion until the Work is substantially complete. After Substantial Completion, if CONTRACTOR shall neglect, refuse, or fail to complete the remaining Work within the Contract Time or , any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER $1,685.00 for each calendar day that expires after the time specified in paragraph 4.02 for completion and readiness for final payment until the Work is completed and ready for final payment. ARTICLE 5 - CONTRACT PRICE 5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents, an amount in current funds equal to the sum of the amounts determined pursuant to paragraph 5.01.A and summarized in paragraph 5.01.B, below: A. For all Work, at the prices stated in CONTRACTOR's Bid, attached hereto as an exhibit. B. THE CONTRACT SUM subject to additions and deductions provided in the Contract: Numerical Amount: $ Written Amount: Agreement (Public Works) REV 04-07 - 00520 - 3 C:\Granicus\Legistar5\LS\Temp\6c5a720b-1169-4d97-8bf2-a754e0e1528e.dou 115 ARTICLE 6 - PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions and the Contract Documents. 6.02 Progress Payments. A. The OWNER shall make progress payments to the CONTRACTOR on the basis of the approved partial payment request as recommended by ENGINEER in accordance with the provisions of the Local Government Prompt Payment Act, Florida Statutes section 218.70 et. seq. The OWNER shall retain five percent (5%) of the payment amounts due to the CONTRACTOR until substantial completion of all work to be performed by CONTRACTOR under the Contract Documents. B. For construction projects less than $10 million, at the time the OWNER is in receipt of the Certificate of Substantial Completion, the OWNER shall have 30 calendar days to provide a list to the CONTRACTOR of items to be completed and the estimated cost to complete each item on the list. OWNER and CONTRACTOR agree that the CONTRACTOR'S itemized bid shall serve as the basis for determining the cost of each item on the list. For projects in excess of $10 million, OWNER shall have up to 45 calendar days following receipt of Certificate of Substantial Completion of the project to provide CONTRACTOR with said list. C. Payment of Retainage - Within 20 business days following the creation of the list, OWNER shall pay CONTRACTOR the remaining contract balance including all retainage previously withheld by OWNER except for an amount equal to 150% of the estimated cost to complete all of the items on the list. Upon completion of all items on the list, the CONTRACTOR may submit a payment request for the amount of the 150% retainage held by the OWNER. If a good faith dispute exists as to whether one or more of the items have been finished, the OWNER may continue to withhold the 150% of the total cost to complete such items. The OWNER shall provide CONTRACTOR written reasons for disputing completion of the list. 6.03 Pay Requests. A. Each req ` t for a progress payment shall be submitted on the application provided by OWNER and the application for payment shall contain the CONTRACTOR'S certification. All progress payments will be on the basis of progress of the work measured by the schedule of values established, or in the case of unit price work based on the number of units completed. 6.04 Paragraphs 6.02 and 6.03 do not apply to construction services work purchased by the County as OWNER which are paid for, in whole or in part, with federal funds and are subject to federal grantor laws and regulations or requirements that are contrary to any provision of the Local Agreement (Public Works) REV 04-07 - 00520 - 4 C:\Granicus\Legistar5\L5\Temp\6c5 a 7206-1169-4 d97-8 bf2-a 754eOe 1528e.d oa 116 Government Prompt Payment Act. In such event, payment and retainage provisions shall be governed by the applicable grant requirements and guidelines. 6.05 Acceptance of Final Payment as Release. A The acceptance by the CONTRACTOR of final payment shall be and shall operate as a release to the OWNER from all claims and all liability to the CONTRACTOR other than claims in stated amounts as may be specifically excepted by the CONTRACTOR for all things done or furnished in connection with the work under this Contract and for every act and neglect of the OWNER and others relating to or arising out of the work. Any payment, however, final or otherwise, shall not release the CONTRACTOR or its sureties from any obligations under the Contract Documents or the Public Construction Bond. ARTICLE 7 - INDEMNIFICATION 7.01 CONTRACTOR shall indemnify OWNER, ENGINEER, and others in accordance with paragraph 6.20 (Indemnification) of the General Conditions to the Construction Contract. ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce OWNER to enter f .this Agreement CONTRACTOR makes the AM following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents, and the other related data identified in the Bidding Documents. B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. CONTRACTOR has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site which have been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions. E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) Agreement (Public Works) REV 04-07 - 00520 - 5 C:\Granicus\Legistar5\L5\Temp\6c5a720b 1169-4d97-8bf2-a754e0e1528e.dou 117 at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, including applying the specific means, methods, techniques, sequences, and procedures of construction, if any, expressly required by the Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto F. CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Contract Documents. H. CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. J. The Contract Documents are generally sufficient to indicate and convey Mder8tending.of all terms and conditions for performance and„furnishing of the Work. K. CONTRACTOR is registered with and will use the Department of un Security's E -Verify system (www.e-verify.gov) to confirm the employment eligibility of all newly hired employees for the duration of this agreement, as required by Section 448.095, F.S. CONTRACTOR is also responsible for obtaining an affidavit from all subcontractors, as required in Section 448.095(5)(b), F.S., stating the ntractor does not employ, contract with, or subcontract with an unauthorized alien. ARTICLE 9 - CONTRACTCUMENM 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement (pages 00520-1 to 00520-10, inclusive); 2. Notice to Proceed (page 00550-1); 3. Public Construction Bond (pages 00610-1 to 00610-3, inclusive); 4. Sample Certificate of Liability Insurance (page 00620-1); Agreement (Public Works) REV 04-07 - 00520 - 6 C:\Granicus\Legistar5\L5\Tem p\6c5a720b-1169-4d97-8bf2-a754eOe1528e.doa 118 5. Contractor's Application for Payment (pages 00622-1 to 00622-6 inclusive); 6. Certificate of Substantial Completion (pages 00630-1 to 00630-2, inclusive); 7. Contractor's Final Certification of the Work (pages 00632-1 to 00632-2, inclusive); 8. Professional Surveyor 8L Mapper's Certification as to Elevations and Locations of the Work (page 00634-1); 9. General Conditions (pages 00700-1 to 00700-37, inclusive); 10. Supplementary Conditions (pages 00800-1 to 00800-11, inclusive); 11. Specifications as listed in Division 1 (General Requirements) and Division 2 (Technical Provisions); 12. Drawings consisting of a cover sheet (1), and sheets numbered'2 through 23, inclusive, with each sheet bearing the following general title: 14"' Ln. 8L 150' Pl. Resurfacing; 13. Addenda (if applicable ); 14. Appendices to this Agreement (enumerated as follows): Appendix A — Indian River County Fertilizer` Ordinances Appendix B — Indian River County Traffic Engineering Special Conditions for Right of Way Construction 15. CONTRACTOR'S BID (pages 00310-1 to 00310-6, inclusive); 16. Bid Bond (page 00430-1); 17. Sworn Statement Under Section 105.08, Indian River County Code, on Disclosure of Relationships (pages 00452-1 to 00452-2, inclusive); Sworn State t Under the Florida Trench Safety Act (pages 00454-1 to 00454-2, inclusive ; 19. ua ratio nnaire (page 00456-1 to 00456-3, inclusive); 20. List of Subco ctors (page 00458-1); 21. Certification Regarding Prohibition Against Contracting with Scrutinized Companies (page 00460-1); 22. Anti -Human Trafficking Affidavit (page 00462-1); 23. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: a) Written Amendments; Agreement (Public Works) REV 04-07 - 00520 - 7 C:\Granicus\Legistar5\L5\Temp\6c5a720b-1169-4d97-8bf2-a754e0e1528e.docz 119 b) Work Change Directives; c) Change Order(s); ARTICLE 10 - MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings indicated in the General Conditions. 10.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assig6or from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect_ to all covenants, agreements, and obligations contained in the Contract Documents. 10.04 Severability A. Any provisio pa �of t\Co7nDocuments held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 10.05 Venue A. This Contract shall be governed by the laws of the State of Florida. Venue for any lawsuit brought by either party against the other party or otherwise arising out of this Contract shall be in Indian River County, Florida, or, in the event of a federal jurisdiction, in the United States District Court for the Southern District of Florida. 10.06 Public Records Compliance Agreement (Public Works) REV 04-07 - 00520 - 8 Ct\Granicus\Legistar5\LS\Temp\6c5a720b-1169-4d97-8bf2-a754eOe1528e.docx 120:1 ... .. .. A. Indian River County is a public agency subject to Chapter 119, Florida Statutes. The CONTRACTOR shall comply with Florida's Public Records Law. Specifically, the CONTRACTOR shall: (1) Keep and maintain public records required by the County to perform the service. (2) Upon request from the County's Custodian of Public Records, provide the County with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119 or as otherwise provided by law. (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the County. (4) Upon completion of the contract, transfer, at no cost, to the County all public records in possession of the CONTRACTOR or keep and maintain public records required by the County to perform the service. If the CONTRACTOR transfers all public records to the County upon completion of the contract, the CONTRACTOR shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the CONTRACTOR keeps and maintains public records upon completion of the contract, the CONTRACTOR shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the County, upon request from the Custodian of Public Records, in a format that is compatible with the information technology systems of the County. B. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS ATr772) 226-14 :x publicrecords@indianriver.gov Indian River County Office of the County Attorney 180127 th Street Vero Beach, FL 32960 C. Failure of the Contractor to comply with these requirements shall be a material breach of this Agreement. [The remainder of this page was left blank intentionally] Agreement (Public Works) REV 04-07 - 00520 - 9 C:\G ra n i c us\Legi sta r5\LS\Tem p\6c5a720b-1169-4d97-Bbf2-a754e0e1528e.dooc 121 IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their behalf. This Agreement will be effective on day of 20 (the date the Contract is approved by the Indian River County Board of County Commissioners, which is the Effective Date of the Agreement). OWNER: INDIAN RIVER COUNTY M By: , Chairman John A. Titkanich, Jr., County Administrator CONTRACTOR: M (Contractor) (CORPORATE SEAL) Attest APPROVED AS TO FORM AND LEGAL SUFFICIENCY: By: - Jennifer W. Shuler, County . y Address for giving notices: Ryan L. Butler, Clerk of Court an 6 Attest: (SEAL) Designated Representative: Name: Kirstin Leiendecker, P.E. Title: Assistant Public Works Director 1801 27th Street Vero Beach, Florida 32960 (772) 226-1384 Facsimile: (772) 226-1371 License No. (Where applicable) Agent for service of process: Designated Representative: Name: Title: Address: Phone: Facsimile: (If CONTRACTOR is a corporation or a partnership, attach evidence of authority to sign.) * * END OF SECTION * * Agreement (Public Works) REV 04-07 - 00520 - 10 C\G ra n i c u s\Legi sta r5\L5\Te m p\6 c5a720 b-1169-4d97-8bf2-a754e0e 1528e.d ocx 122 ?r INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Board of County Commissioners THROUGH: John A. Titkanich, Jr., County Administrator David Johnson, Director of Emergency Services FROM: David Kiernan, Deputy Fire Chief Department of Emergency Services DATE: November 06, 2024 SUBJECT: Approval for Purchase of Fire Rescue Apparatus It is respectfully requested that the information contained herein be given formal consideration by the Emergency Services District Board of Commissioners at the next regular scheduled meeting. DESCRIPTIONS AND CONDITIONS: Indian River County Fire Rescue budgeted for the purchase of one (1) Fire Suppression Apparatus (Engine 16) in the Fiscal Year (FY) 2024/2025 Capital Improvement Element (CIE). All emergency vehicle manufacturers are experiencing extensive delays in manufacturing due to continued shortages in materials and experiencing rising costs due to new EPA mandates. The current build time is estimated at a minimum of 37-39 months for Fire Suppression Apparatus (with possible other unforeseen delays), which means any orders placed today would put the delivery into FY 2027/2028. The total cost of the Fire Rescue Suppression Apparatus programmed into the CIE for FY 2024/2025 is $870,000. Although the funds would not be expended until delivery, staff is requesting the Board's approval to allow a Purchase Order to be issued to order the Fire Rescue Apparatus and secure Sourcewell Contract #113-SUT pricing of $937,890. FUNDING: Funding for Engine 16, in the amount of $870,000, is budgeted and available in the Emergency Services District/Fire Services/Automotive account, number 11412022-066420. An additional $67,890 will be funded via future budget amendment, for a total apparatus cost of $937,890. Account Name I Account Number Amount Emergency Services District/Fire Services/Automotive 1 11412022-066420 $937,890 RECOMMENDATION: Staff recommends the Board authorize the Purchasing Division to issue a Purchase Order in the amount of $937,890. ATTACHMENT: Sutphen Quote 123 ` SUTPHEN PROPOSAL TO THE: Indian River County Fire Rescue DATE: November 7, 2024 Assistant Chief Sean Gibbons 4225 43' Avenue Vero Beach, FL 32967 We hereby propose and agree to furnish the following firefighting equipment upon your acceptance of this Proposal and the Terms and Conditions there in: One (1) Sutphen Heavy Duty MONARCH ENGINE Complete and Delivered for the Total Sum of .......................................................... $ 937,890.00 ** Cost based on Sourcewell Contract # 113021- SVT NOTE: If the invoice for the truck is paid in full within 72 hours of its' arriving at South Florida Emergency Vehicles, you may deduct $15,000.00 for a payment of $922.890.00. The apparatus and equipment being purchased hereunder shall be completed within approximately 37-39 months after the Sutphen's receipt and approval of Purchaser's acceptance of this Proposal. This Proposal shall be valid for 30 days. If a Purchase Agreement or Purchase Order is not received by Sutphen within 30 days of the date of this Proposal, Sutphen reserves the right to extend, withdraw, or modifythis Proposal, including pricing, delivery times, and prepayment discounts, as applicable. Respectfully submitted, 6V10 -9V0 -" Guy Lombardo South Florida Emergency Vehicles Authorized Representative for Sutphen Corporation 573-216-2562 124 TERMS & CONDITIONS Changes to National Fire Protection Association ("NFPA') 1900, Environmental Protection Agency ("EPA") or changes legislated by Federal, State or Local Governments or changes in parts availability or vendor relationships that impact the cost to manufacture the truck may incur additional charges which shall be borne by the Purchaser. These may include but are not limited to changes that affect the major vendors of the fire apparatus industry such as pump manufacturers, seat manufacturers, electrical power supplies (generators) and powertrain (engine & transmission). Any such changes shall be documented on a change order executed by both Sutphen and Purchaser. Sutphen shall provide written notice to the Purchaser as soon as it reasonably believes any cost increase provision may be invoked. Sutphen shall provide, upon written request, documentation of such changes and increases. Sutphen will use its reasonable best efforts to deliver the apparatus within the timeframe quoted herein, provided that such delivery date shall be automatically extended for delays beyond Sutphen's control, including, without limitation, strikes, labor disputes, riots, civil unrest, pandemics, war or other military actions, sabotage, government regulations or controls, fire or other casualty, or inability to obtain materials or services. If such delay occurs, Sutphen shall give notice of delay to Purchaser. Purchaser shall not be entitled to any discount or reduction in price for such delay and Sutphen shall not be liable for any damages (compensatory, incidental, consequential or otherwise) related to such delay. Final payment shall be made within 72 hours of the unit arriving at the dealership to receive the stated discount, FULL payment must be made at the time of delivery of the completed truck. Any loose equipment, shelving, and graphics will be completed by the dealership. Should payment be delayed, Sutphen reserves the right to charge interest at the rate of one and one-half percent (1.5%) per month, beginning on the day after payment is due. Transfer of the Manufacturer's Certificate of Origin (MCO) shall take place upon payment in full in accordance with these terms. Sutphen reserves the right to withhold delivery of the MCO until payment in full is received. The apparatus shall be tested per NFPA #1900 at Sutphen's manufacturing facility. Purchaser agrees that the apparatus and equipment being purchased hereunder shall not be driven or used in any manner until it is paid for in full. In the event there are any shortages or omissions with the apparatus at time of completion, Purchaser may withhold a sum equivalent to the price of any such shortages as determined by Sutphen. In the case of any default in payment hereunder or in the payment on any notes, negotiable paper, obligations or other instruments issued by Purchaser, Sutphen may take full possession of the apparatus and equipment or of the piece or pieces upon which default has been made, and any payments that have been made theretofore shall be applied as rent in full for the use of the apparatus and equipment up to the date of taking possession by Sutphen. Sutphen warrants to Purchaser that all goods and services furnished hereunder will conform in all respects to the terms of this order, including any applicable change orders, drawings, specifications, or standards incorporated herein, and/or defects in materials, workmanship, and free from such defects in design. In addition, Sutphen warrants that the goods and services are suitable for and will perform in accordance with the purposes for which they were intended, for a period of one year from the Warranty Registration Date, unless an extended warranty is purchased. The purchase price provided for herein does not include any federal, state or local sales tax, duties, imposts, revenues, excise or other taxes which may hereafter be imposed by governmental authority or otherwise and which are made applicable to the apparatus or equipment covered by this Proposal. In the event that any such taxes are subsequently imposed and become applicable, the purchase price herein shall be increased by the amount of such taxes and such sum shall be immediately paid by Purchaser to Sutphen. To the extent applicable, the prices and deliveries set forth herein are subject to the Defense Production Act. Sutphen shall provide insurance insuring the apparatus and equipment against loss by fire, theft, or collision and insuring against property damage and personal injury through the completion of the apparatus and transfer of the Manufacturer's Certificate of Origin. After the execution of this Agreement, Purchaser shall have no right to terminate the Agreement. Sutphen may, in its absolute and sole discretion, accept Purchaser's request to terminate the Agreement. In the event Sutphen accepts Purchaser's request to terminate the Agreement, Sutphen may charge a cancellation fee. The following charge schedule based on costs incurred may be applied, at Sutphen's sole discretion:(a) 10% after order is accepted by Sutphen; (b) 30% of the Purchase Price after production has commenced. The cancellation fee may increase accordingly as costs are incurred as the order progresses through engineering and into manufacturing. These Terms and Conditions ("T&C") contained in the Proposal provided herein take precedence over all previous negotiations, oral or written, and no representations or warranties are applicable except as specifically contained in these or in any subsequently signed agreement between the Parties. No waiver of any of the provisions of these T&C shall be deemed a waiver of any other provision, whether similar, nor shall any waiver constitute a continuing waiver. If a Purchase Order is issued, this Proposal, including the Terms and Conditions contained herein, shall supersede the terms in the Purchase Order where terms may be inconsistent. This Proposal shall be governed and controlled as to interpretation, enforcement, validity, construction, effect and in all other respects by the laws, statutes, and decisions of the State of Ohio. Exclusive jurisdiction and venue for any litigation at all related to this in the Franklin County Court of Common Pleas, Columbus, Ohio, and the parties hereto consent and submit to the general jurisdiction of this court. All of these T&C shall be binding upon and inure to the benefit of and be enforceable by Sutphen, Purchaser, their successors and assigns. O911CONSENT INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Board of County Commissioners THROUGH: John A. Titkanich, Jr., County Administrator Nancy Bunt, Assistant County Administrator Addie Javed, Public Works Director FROM: Kylie Yanchula, Natural Resources Director on behalf of the Public Works Department SUBJECT: Septic Tank Encroachment Agreement Approval for 425 111h Court DATE: November 19, 2024 DESCRIPTIONS AND CONDITIONS The drain field associated with 425 111h Court, Vero Beach, FL, collapsed during Hurricane Milton. The drain field and septic on the property encroached into the platted drainage easement dedicated to the County. The property owner intends to relocate the drain field outside of the drainage easement and is requesting an encroachment agreement so that the existing septic tank can remain in place. Staff have reviewed and surveyed the encroachment and are able to perform maintenance on the existing drainage pipe with the septic tank in its current location. The encroachment agreement will allow the property owner to go through the permitting process through the Florida Department of Health for the drain field relocation. The conditions of the agreement allow for continued maintenance and repair of the existing septic tank but require any future septic tank to be relocated outside of the drainage easement. FUNDING There is no funding associated with this request. RECOMMENDATION Staff recommends the Board of County Commissioners approve the Septic Tank Encroachment Agreement for 425 11th Court and authorize the Chair to execute the agreement after review and approval as to form and legal sufficiency by the County Attorney. ATTACHMENTS 1. Septic Tank Encroachment Agreement— 425 11th Ct — Kown Draft 2. Exhibit A APPROVED AGENDA ITEM FOR November 19, 2024 126 Prepared by and after recording return to: Jennifer W. Shuler, Esq. Indian River County 180127" St., Building A Vero Beach, Florida 32960 SEPTIC TANK ENCROACHMENT AGREEMENT THIS SEPTIC TANK ENCROACHMENT AGREEMENT ("Agreement") is made this _ day of November 2024 by and between Indian River County, a political subdivision of the State of Florida ("County"), whose address is 1801 27th Street, Vero Beach, Florida 32960, and Jack R. Kown ("Owner"), whose address is 425 1 Ph Court, Vero Beach, Florida 32962. The County and Owner are sometimes individually referred to herein as a "Party" and collectively as the "Parties." R ecitalc WHEREAS, the Owner owns that certain real property located at 425 11 t' Court, Vero Beach, Indian River County, Florida having Indian River County Parcel Identification Number 33391300012000100011.0 ("Property"); WHEREAS, the Property contains a platted drainage easement and the County has a right to said easement ("Easement"); WHEREAS, the Easement contains a stormwater pipe for the purposes of providing drainage conveyance; WHEREAS, Owner's existing septic tank encroaches onto the County Property ("Encroachment") as reflected on the drawing attached hereto as Exhibit A and by this reference made a part hereof ("Encroachment Area"); and WHEREAS, Owner has requested consent from the County to keep, maintain, and repair but not replace the Encroachment upon the County Property within the Encroachment Area, and the County is willing to grant such consent upon the terms and conditions hereafter set forth. NOW, THEREFORE, in consideration of the mutual covenants, terms and conditions set forth in this Agreement, Owner and the County hereby agree as follows: 1. Recitals. The Parties agree that the foregoing recitals are true and correct and are incorporated herein by this reference. 2. Encroachment. The County hereby consents for Owner to keep, maintain, and repair but not replace the Encroachment in the Easement within the Encroachment Area, subject to compliance with the following terms and conditions: a. Any maintenance on the Encroachment shall not impact the drainage pipe within the Easement. 127 b. Owner will repair any damage to the drainage pipe resulting from maintenance of the Encroachment during the term of this Agreement, unless such damage is caused by the County's negligence or misconduct. C. Except as to the Encroachment, Owner shall not construct any additional improvements of any kind within the confines of the Encroachment Area or the Easement. d. Notwithstanding the foregoing, in the event the Encroachment is destroyed or damaged and in need of replacement, now or in the future at any time, the Encroachment must be removed from the Easement and any replacement must be installed or constructed outside of the Easement. 3. Termination. The County may terminate this Agreement at any time upon at least one (1) year's prior written notice to Owner. Owner may terminate this Agreement at any time upon at least thirty (30) days' prior written notice to the County. 4. Removal; Restoration. Upon the termination of this Agreement, upon the County's written request, Owner shall remove the Encroachment and restore the Encroachment Area, normal wear and tear excepted. 5. Liability and Indemnification. The County shall in no way be liable or responsible for any accident or damage that may occur in conjunction with any of the activities described in this Agreement, unless caused by the County's negligence or misconduct. Owner shall defend, hold harmless and indemnify the County 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 Owner in conjunction with any of the activities described in this Agreement, unless caused by the County's negligence or misconduct; provided, however, in no event shall Owner be liable for any consequential, special, exemplary, punitive, indirect or incidental losses or damages. This section shall survive the termination of this Agreement with respect to any acts or omissions occurring prior to the date of termination. 6. Complete Agreement. This Agreement represents the complete and integrated agreement of the Parties with respect to the subject matter herein and supersedes all prior oral or written agreements. 7. Choice of Law. This Agreement shall be governed by and interpreted in accordance with the laws of the State of Florida. The Parties agree to first attempt to settle any dispute arising out of or in connection with this Agreement by good faith negotiation. If the Parties are unable to resolve amicably any dispute arising out of or in connection with this Agreement, each shall have all remedies available at law or in equity. 8. Successors and Assigns. This Agreement shall be binding upon and inure to the benefit of the Parties hereto and their respective successors and assigns. 9. Counterparts. This Encroachment Agreement may be executed in counterparts, each of which when conformed shall be an original and all of which together shall constitute a single document. Page 2 128 [Remainder of page intentionally left blank; Signature pages and Acknowledgements follow] Page 3 129 IN WITNESS WHEREOF, the Parties have duly executed and delivered this Agreement as of the date and year first above written. ATTEST: RYAN L. BUTLER CLERK & COMPTROLLER By: Deputy Clerk APPROVED AS TO FORM AND LEGAL SUFFICIENCY By: Jennifer Shuler, County Attorney Page 4 INDIAN RIVER COUNTY, a political subdivision of the State of Florida By: Its: Print Name: APPROVED AS TO TERMS AND CONDITIONS LE Department Director 130 i1.i/.�y�l �I•Y•�•� Sign: Print: Address: Sign: Print: Address: STATE OF FLORIDA COUNTY OF PALM BEACH Owner: Sign: Jack R. Kown ACKNOWLEDGMENT The foregoing instrument was acknowledged before me by means of ❑ physical presence or ❑ online notarization, this day of , 2024, by Jack R. Kown. [NOTARIAL SEAL] Notary: Print Name: Notary Public, State of Florida My commission expires: ❑ Personally Known OR ❑ Produced Identification/Type of Identification Produced Page 5 131 Exhibit A Encroachment Area Page 6 132 60' ------------- Im1 -J w -----60------� Exhibit for Lot 11, Pinecrest Subdivision for INDIAN RIVER COUNTY Pinecrest Subdivision—Unit 1 25' 25' 45' BLOCK "A' --- --- --------- (PLAT BOOK 10, PAGE 56) LOT 9 LOT 10 I 33-39-13-00012-0001-00010.0 SUS -N DEL TUFO 445 11th COURT FOUND 5/8" O.R.B. 3222, PG 1182 /---IRON ROD FOUND 1/2" I.R. & C- Z (NO I.D.) "C-RTER-SSOC." 0-1 O • >- X 7 LL" J O .2 0' w � v i L N U) N af 45 f--- ----� 622 7 L-12. WIDE DR -IN -GE -------------' E-SEMENT PER PL EXISTING SEPTIC T -NK (SEE DET -IL "-") LOT 11 33-39-13-00012-0001-00011.0 J -CK KOWN 425 11th COURT O.R.B. 598, PG 3013 LOT 12 33-39-13-00012-0001-00012.0 DORIS E. KWEK 405 11th COURT O.R.B. 3695, PG 1439 LL 2 } Q 3 LL. 0 t- 0 F 25' 1 25' 3 w O 2 LOT 10 Of LOT 11 --p 7 A U CD D (A ---I h co Om U) Ooc 0r O T CL D O O. m :3 Cn O C This is not a Boundary Survey AGENCY: INDIAN RIVER COUNTY, FL PUBLIC WORKS DEPT./ENGINEERING DIVISION DATE: DRAWN BY: 11/05/2024 R. I N G LETT SCALE: APPROVED BY: 1"=50' D. SILON =T: OB NO: 1 OF 1 F 2024D Detail "A' SCALE 1"=10' Exhibit at Lot 11, Pinecrest Subdivision for: INDIAN RIVER COUNTY _ LOT 10 Legend and Abbreviations Z—— w' ESMT =EASEMENT w w I NF.P.&L = FLORIDA POWER & LIGHT X N i 141.28' I. R. F. W.C.D. = INDIAN RIVER FARMS r w i WATER CONTROL DISTRICT I. R. & CAP = IRON ROD & CAP ' L = LENGTH OFARC o; I g• LLC =LIMITED LIABILITY COMPANY N.E. = NORTHEAST SfP�SnNG C 1 "= 50' O.R.B. = OFFICIAL RECORD BOOK rgNK n' (P) = PLAT 1.7'J P.B. = PLAT BOOK PGE =PAGE LOT 11 This is not a Boundary Survey AGENCY: INDIAN RIVER COUNTY, FL PUBLIC WORKS DEPT./ENGINEERING DIVISION DATE: DRAWN BY: 11/05/2024 R. I N G LETT SCALE: APPROVED BY: 1"=50' D. SILON =T: OB NO: 1 OF 1 F 2024D Detail "A' SCALE 1"=10' Exhibit at Lot 11, Pinecrest Subdivision for: INDIAN RIVER COUNTY INDIAN RIVER COUNTY, FLORIDA AGENDA ITEM Parks, Recreation & Conservation Department Conservation Lands Division CONSENT AGENDA BCC Meeting 11-19-2024 Date: November 1, 2024 To: The Honorable Board of County Commissioners Thru: John A. Titkanich, Jr., County Administrator Michael C. Zito, Deputy County Administrator From: Beth Powell, Parks, Recreation & Conservation Director Subject: Florida Communities Trust Guaranty for Indian River Land Trust — Toni Robinson Extension Property BACKGROUND: The Indian River Land Trust (Land Trust) is a non-profit organization whose mission is to protect, improve, provide access to, and promote the preservation of waterways, open spaces, and green places in Indian River County. In March 2024, the Indian River Land Trust acquired the 48 -acre Toni Robinson Trail Extension Property along the Indian River Lagoon, which includes over 1,000 feet of natural shoreline. This acquisition connects with nearby conservation lands, forming a nearly 150 - acre protected area. The eastern portion of the property features mangrove forests, which are part of a managed mosquito control impoundment, providing essential habitat for wildlife affected by local development. The uplands, once used for citrus farming, have transitioned into woodlands that also support diverse wildlife. The Land Trust is seeking cost -share funding from the Florida Communities Trust (FCT) for approximately 60% of the acquisition costs for the parcel. DESCRIPTION AND CONDITIONS: FCT requires non-profit organizations who apply for funding to provide a letter from a local government affirming that it will assume management responsibilities/ownership in the event that the non-profit awardee is ever unable to fulfill the management/ownership obligations through an event such as the organization dissolving. The Land Trust has requested this letter of commitment from Indian River County for this parcel. While the letter of guaranty is not a contractual obligation, and future obligations would be dependent on award by the FCT, there would be an inherent cost associated with the assumption of management and/or contractual obligation should the Land Trust dissolve or be unable to fulfill its obligations. It is the opinion of staff that the parcel provides a substantial value for the protection of natural resources consistent with environmental protection provided by similar parcels managed within the Conservation Lands Program and any funding needed could be allocated in the Conservation Lands operating/capital budget in the unlikely event the Land Trust defaulted or dissolved. FUNDING: There is no direct funding obligation associated with issuing the letter for this grant application. However, should the organization dissolve, or be unable to fulfill its obligations, there would be a direct cost associated with the perpetual management of the parcel through the County's Conservation Lands Program. Any financial obligation assumed by the County, should default occur, 134 would be dependent on the property's condition, any improvements made for public access, and any unfulfilled commitments made in the FCT Grant Agreement/Special Management Conditions. RECOMMENDATION: Staff respectfully requests that the Board of County Commissioners consider the request made by the Land Trust and, if approved, authorize the Chairman to execute the Management Guaranty letter after review and approval by the County Attorney. ATTACHMENTS: • Draft Florida Communities Trust Management Guaranty Letter • Toni Robinson Extension Property Map DISTRIBUTION: Ken Grudens, Executive Director — Indian River Land Trust APPROVED AGENDA ITEM FOR NOVEMBER 19, 2024 135 November 20, 2024 Indian River County Parks, Recreation & Conservation Department 1590 9' Street SW • Vero Beach, FL 32962 Telephone: (772) 226-1780 www.IndianRiver.gov/ParksandRecreation Department of Environmental Protection Division of State Lands Land and Recreation Grants Section 3900 Commonwealth Blvd., MS 585 Tallahassee, FL 32399-3000 Re: Florida Communities Trust, Inc. - Indian River Land Trust Property Management Guaranty Dear Florida Communities Trust Governing Board, This letter is in support of the Indian River Land Trust's grant application for reimbursement of acquisition costs for a 48 -acre Toni Robinson Trail Extension Property along the Indian River Lagoon, which includes over 1,000 feet of natural shoreline. This acquisition connects with nearby conservation lands, forming a nearly 150 -acre protected area. The eastern portion of the property features mangrove forests, which are part of a managed mosquito control impoundment, providing essential habitat for wildlife affected by local development. The uplands, once used for citrus farming, have transitioned into woodlands that also support diverse wildlife. The Land Trust is seeking cost -share funding from the Florida Communities Trust (FCT) for approximately 60% of the acquisition costs for the parcel. On November 19, 2024, at a regularly scheduled Indian River County Board of County Commissioners meeting, the Board provided authorization to provide a letter of guaranty for the purposes of application to the Florida Communities Trust for a reimbursement grant for the above-mentioned property. Should the Indian River Land Trust, Inc. dissolve, the County would be willing to assume management responsibilities of the parcel. BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA By: Joseph E. Flescher, Chairman Approved by BCC: _ , 2024. 136 Toni Robinson Extension Property Leslie R. Swan Supervisor of Elections Indian River County October 29, 2024 The Honorable Susan Adams, Chairman Indian River County Board of County Commissioners Building A 180127" Street Vero Beach, FL 32960-3388 Dear Chairman Adams, Enclosed is check number 1575 for $ 31,880.30, which represents funds due to the Board of County Commissioners for the period ending September 30, 2024, as detailed below: Interest Earned $ 3,475.25 Candidate Qualifying Fees $ 14,822-.22 Candidate Fees $ 1,881.02 Excess 23/24 Budget $ 11,701.81 TOTAL $31,880.30 Should you have any questions or require additional information, please do not hesitate to contact me at 226-4705. Sincerely, Q Leslie Rossway Swan Supervisor of Elections CC: Elissa Nagy, Finance Director Kristin Daniels, Budget Director ,$each, FL 32967 Office: (772) 226-3440 ( Fax: (7t- ) 770-53 no u W, 11:19 AM IRC Supervisor of Elections 10/29/24 Profit & Loss Accrual Basis October 2023 through September 2024 Oct '23 - Sep 24 Ordinary Income/Expense Income 40002 - Lease Financings 18,824.00 40006 • SOE Fees 3,905.90 40007 - BUDGET TRANSFER 2,175,805.00 40008 • WORKERS' COMP. PAID BY BOCC 5,908.00 40009 - INTEREST 0.00 40010 • City Reimbursements 91,383.00 Total Income 2,295,825.90 Gross Profit 2,295,825.90 Expense 60001 - SALARIES Supplemental Salary (Supplemental Salary) 60,646.79 Executive Salaries 158,324.92 Regular Salaries 235,371.80 Regular Wages _ :338,446.34 Part -Time Wages 0.00 Regular Wage Overtime 17,194.43 Temp. Election Help 107,162.37 Temp. Help Overtime 705.00 Clerks and Poll Workers 87,1'17.00: Total 60001 • SALARIES 1,004,988.65 60002 - PAYROLL EXPENSES Company Medicare 12,660.27 Company Social Security 54,133.74 Retirement Contributions 112,735.39 Insurance Life/Health 123,320.15 Dental 3,818.66 Worker's Comp 1,596.00 Total Insurance 128,734.81 60003 - Other Post Employment Benefits 4,312.00 60002 • PAYROLL EXPENSES - Other 0.00 Total 60002 - PAYROLL EXPENSES 312,576.21 60005 • CONTRACTUAL SERVICES Processing Fees 6,847.:6 Security System 1,200.00 Page 1 .. .139 11:19 AM IRC Supervisor of Elections 10/29124 Profit & Loss Accrual Basis October 2023 through September 2024 Oct '23 - Sep 24 Equipment Transport 1,674.20 Other Services 2,550.78 Total 60005 - CONTRACTUAL SERVICES 12,272.84. 60006 • TRAVEL Executive Travel Staff Travel Temp help mileage Total 60006 - TRAVEL 60007 - TELEPHONE Telephones Total 60007 - TELEPHONE 60008 • POSTAGE Regular FedEx Shipping & Handling Total 60008 • POSTAGE 60009 - RENT/LEASES Lease Interest Lease Principal Building & Precincts Office Equipment Total 60009 - RENT/LEASES 60010 - Insurance Automotive Insurance Total 60010 - Insurance 60011 - REPAIR & MAINTENANCE Office Equipment Total 60011 - REPAIR & MAINTENANCE 61000 - PRINTING & BINDING 62000 - PROMOTIONAL Advertising Total 62000 • PROMOTIONAL 3,122.35 516.00 1,154.02 4,792.37 ism 8,461.89 108,342.70 163.96 452.08 108,958.74 625.55 3,871.65 5,136.00 21.31 9,654.51 950.00 950.00 16,772.38 16,772.38 139,196.96 29,384.28 Page 2 140 11:19 AM IRC Supervisor of Elections 10/29/24 Profit & Loss Accrual Basis October 2023 through September 2024 63000 - OFFICE General Supplies Bank Charges Total 63000 - OFFICE 64000 - COMPUTER Software Licensing & Support Supplies, maint. Equipment under 5000.00 Total 64000 - COMPUTER 65000 - OPERATING SUPPLIES Warehouse supplies Van supplies, fuel Total 65000 - OPERATING SUPPLIES 66000 - SUBSCRIPTIONS/EDUCATION Dues & Membership Meetings /SeminarslClasses Total 66000 - SUBSCRIPTIONS/EDUCATION 67000 - CAPITAL OUTLAY Attractive Items (Value at least $1K but less $ 5K) Lease Capital Outlay Machinery and Equipment Total 67000 - CAPITAL OUTLAY Total Expense Net Ordinary Income Other Income/Expense Other Expense 70000 - BOCC/Excess Budget Total Other Expense Net Other Income Net Income Oct'23 - Sep 24 27,314.38 1,498.14 28,812.52 263,869.88 112, 304.75 33,857.68 410,032.31 6,154.02 5,842.43 11, 996.45 5,350.47 2,373.55 7,724.02 3,677.41 18,824.00 155,068.55 177, 569.96 2,284,124.09 11,701.81 11,701.81 11,701.81 -11,701.81 0.00 Page 3 141 11:19AM IRC Supervisor of Elections 10/29/24 Balance Sheet Accrual Basis As of September 30, 2024 Sep 30, 24 ASSETS Current Assets Checking/Savings 11000 - General Funds Southstate Money Market- Southstate Payroll- Southstate Operating- Southstate Total Southstate TD Bank OPERATING- TD BANK Total TD Bank Total 11000 - General Funds 11006 - CASH REGISTER "BANK" Total Checking/Savings Accounts Receivable 11007 - Accounts Receivable (990 line 47a) Total Accounts Receivable Other Current Assets 1300 • Payroll Service Customer Asset 11010 - Prepaid expenses (990 line 53) Computer maintenance and suppor Total 11010 - Prepaid expenses (990 line 53) Total Other Current Assets Total Current Assets Other Assets 20000 - Provide for Compensated Absence Total Other Assets TOTAL ASSETS LIABILITIES & EQUITY Liabilities Current Liabilities Accounts Payable 20001 - Accounts payable (990 line 60) 20,279.07 650.13 110,897.00 131,826.20 9,613.67 9,6'F3.67 141,439.87 25.00 141,464.87 57.84 57.84 -0.08 11,160.00 11,160.00 11,159.92 152,682.63 40,100.20 40,100.20 192,782.83 77,658.37 Pale 1 142 11:19 AM IRC Supervisor of Elections 10/29/24 Balance Sheet Accrual Basis As of September 30, 2024 Total Accounts Payable Credit Cards 20002 - Credit card (990 line 60) Total Credit Cards Other Current Liabilities 20005 - QUALIFYING FEES 20006 - DUE TO OTHER GOVERNMENTS (BOCC) 21000 - Payroll Liabilities FRS 3% Employee Portion (FRS 3% Employee Contribution) FRS 21000 - Payroll Liabilities - Other Total 21000 - Payroll Liabilities 23000 - ACCRUED WAGES PAYABLE 24000 - ACCRUED PIR TAXES PAYABLE 25000 - ACCRUED BENEFITS PAYABLE 26000 - EMPLOYEE OPTIONAL DED. MOO- Vol Life & Spouse (Voluntary Life) Vision- Eye Med (Vision Insurance) P&A FSA (FSA Account and Cobra Provider) LTD- Mutual of Omaha Lincoln Financial United Way Accident Total 26000 - EMPLOYEE OPTIONAL DED. Total Other Current Liabilities Total Current Liabilities Long Term Liabilities 30000 - ACCRUED COMPENSATED ABSENCES Total Long Term Liabilities Total Liabilities TOTAL LIABILITIES & EQUITY Sep 30, 24 77,658.37 4,759.87 4,759.87 9,631.48 31,880.30 1,209.66 8,069.21 -5,439.18 3,839.69 19,418.71 1,485.53 2,029.67 402.10 21.99 603.89 334.44 610.00 4.00 2.59 1,979.01 70,264.39 162,682.63 40,100.20 40,100.20 192,782.83 192,782.83 143 Page 2 Operating- Southstate 23/24 Excess Budget LESLIE WXR815Pv(SB 8ffIdMSIONERS Date 'Type Reference 10/29/2024 Bill I,t 10/29/2024 Discount Amount Operating- Southstate 23/24 Excess. 0 Rev 3119 1l�II ll111�fi1 i! ili 104621 31,880.30 1575 Payment 31,880.30 31,880.30 31,880.30 144 104G3 1575 'SOUTH y� Leslie Swan STATE SANK SUPERVISOR OF ELECTIONS 63,1 1 10/2912024 County of Indian River -State of Florida Vero Beach, Florida 32967 BOARD OF COUNTY COMMISSIONERS ''31,880.30 PAY TO THE ORDER OF Thirty -One Thousand Eight Hundred Eighty and 30/100x+.+r+r+++ttrr+rrrr++e+++tt+rw++rr++trrt+++rr+t++rrrr++r+rrtr.ar+s DOLLAR: BD. OF COUNTY COMMISSIONERS I.R.C. Finance Department vAur 1801 27th Street ' VAU) Vero Beach, FL 32960 VAU) - ' MEMO 23124 Excess Budget -T -,� aus�oaizEo r00 15 ? 5u' 40 6 3 L L 40 30i: 80 L000 2 L 4 60 SIP6 1575 LESLIE XPv6t,E8 1SIONERS 10/29/2024 Date Type Reference Original Amt. Balance Due Discount Payment 10/29/2024 Bill' 31,88.0.30 31,880.30 31,880.30 Check Amount 31,880.30 Operating- Southstate 23/24 Excess Budget LESLIE WXR815Pv(SB 8ffIdMSIONERS Date 'Type Reference 10/29/2024 Bill I,t 10/29/2024 Discount Amount Operating- Southstate 23/24 Excess. 0 Rev 3119 1l�II ll111�fi1 i! ili 104621 31,880.30 1575 Payment 31,880.30 31,880.30 31,880.30 144 104G3 MOM RIVER G OWM FLORIDA QMW OF TW CIRCUIT 0OURTAND COMPTROLLM f OF REVENUES, EXPENDITURES A F INfUND BALANCES - BUDGE"C`ANDAt _. CHAtTML - GENERAL FUND F R THIS YRAR ENDED SEPTEMBER: 2W GENERALFUND - VARIANC@(_ FINAL FAVORABLE REVENUES BUDGET ACTUAL (UNFAVORABLE NON I« 0111, 'OPERATM, S ROOEN � . 1,191,500 1,356,510 $ 165,010. COURT OPERATIONS REVENUE' II07,3693.;964,573 597,204 MISCELLANEOUS REVENUES _ 70,377 270,921 100,544 TOTAL REVENUES A 29,246 S,592,004 862,755 . EXPENDITURES PERSONAL SERVICES 121 5,269,674 34W.. OPERATING E PEMWURES .+�i18 X1,11-7 "' 4611129 tAkTAL OUTLAY 60,500 683 I SERVICE: PRINCIPAL 14„1# "AM 168 WTEREST 61 TOTAL EXPENDITURES b21873 5,8 366,588 EXCESS OF REVENUES OVER (UNDER) EXPENDITURES (1,463,627) (234,281) 1,229,346 OTHER FINANCING SOURCES (USES) SBITA FINANCINGS 30,627 30,627 TRANSFERS FROM BOARDQFi JNTY COMMISSIONERS 1,463,627 1.463.627 - TRANSFERS TO BOARD OF COUN1'1r COMMISSIONERS - (508.709) (508,709) TRANSFERS TO OF Imo? 7" RP (751,264) (751,264) TOTAL OTHER FINANC $0URCES (USES) 1,463,627 234,281 (1,229,346) EXCESS OF REVENUES AND OTHE3.RSOLIPM OVER (UNDER) EXPENDITURES AND OT'US $ 0 0 FUND BALANCES 10101/23 is FUND BALANCES 9130124 I, Ryan L. Butler, Clerk of the CircU. 4 Court and Comptroller of I Indian River County, Flora, dolly certify that the foregoing are true and urate atltOW reports of all official expenses and net income and unexpended budget balances as of the close of the fiscal year ended September 30, 2024 I have hereunto set my official seal this date, October 29, 2024. Q'E- FWWlrL'WW, ON* cif Court and Comptroller �� rY F1»ate ,� RIVER 1 - 1. Ryan L. Butler Vendor Check Check Clerk of the Circuit Court & Comptroller Number Date Number Indian River County, Florida 77 10/28/2024 15616 P.O. Box 1028 Vero Beach, FL 32960 $508,709.30 *Five Hundred Eight Thousand Seven Hundred Nine Dollars and 30 Cents* PAY INDIAN RIVER COUNTY BOARD OF COUNTY FILE COPY TO THE COMMISSIONERS ORDER OF 1801 27TH STREET BLDG. A NON-NEGOTIA=LE VERO BEACH, FL 32960 Ryan L. Butler Clerk of the Circuit Court & Comptroller, Indian River County, Vero Beach, Florida PAGE: I OF 1 CHECK NUMBER: 00015616 X 101 MICRO AIPW 10128=4 G&A RESERVES 2024 EXCESS FEES FISCAL YEAR 2024 $508,709.30 GL*010 - 208008 $7,858.73 GL# -.026 - 208008 $6,558.25 GL#:050 - 208008 $494,292.32 I. IN w&MgMm'q@--' F go'greg-w-w ug— jA T. 77 INDIAN RIVER COUNTY BOARD OF COUNTY... 15616 10128!2024 $508,709.30 147 RC ff Sheri Eric Flowers Indian River County Sheriff's Office November 13, 2024 The Honorable Susan Adams, Chairman Indian River Board of County Commissioners 180127th Street Vero Beach, FL 32960-3388 Re: FY23/24 Reversion Fees Dear Chairman Adams: We submit to the Board of County Commissioners a statement and ACH for the following excess fees for Fiscal Year 2023/2024: Fund 016, General Fund $ 149,833.05 Please place this item on the Constitutional Agenda for the November 19th board agenda. If you have any questions or require additional information, please contact me at 978-6404. Sincerely, Eric Flowers, Sheriff Sheriff Eric Flowers Indian River County Sheriff's Office October 28, 2024 The Honorable Susan Adams, Chairman Indian River Board of County Commissioners 180127th Street Vero Beach, FL 32960-3388 Re: Altumint Presentation Dear Chairman Adams: During a recent speed study in several of the county's school zones, numerous violations were discovered, including one school with a daily average of 400 speeding incidents. The Indian River County Sheriff's Office is considering a partnership with Altumint, to address this public safety issue. Please place these items under Constitutional Officers for the November 19, 2024 board agenda for discussion. Sincerely, Eric Flowers Sheriff SP' LI M 2 ❑ Citations only issued for speeds of 10+ posted speed on school days ON SCHOOL DAYS WHEN CHILDREN ARE PRESENT ❑ Only operational from morning flashing lights, through the day, ending �MAl after the afternoon flashing school zone lights NA OATS ❑ $100.00 Civil penalty no points are assessed. ❑ $60 to the municipality a ❑ $5 for the Crossing Guard program ❑ $12 to the local schools ❑ $3 to Florida Dept of Law Enforcement (FDLE) ❑ $20 to the State ❑ If not paid in 30 days, becomes a UTC and follows normal procedure ❑ Citations issued when a vehicle passes a bus with the stop arm out f ❑ $200 fine for passing on the left, $400 for passing on the right ❑ Fine Revenue to be used for school safety measures ❑ Local school district initiates the program, enters into an MOU with local law enforcement U 11,224 vehicles illegally passed a school bus in Florida ❑ Multiplied by 180 -day school year = over 2.3 million passings FIRST IN FLORIDA • School zone enforcement signed contract • School zone operational program in Florida • Issue warnings, citations, and UTC's • Integrate Flock ALPR into speed offering FLORIDA EXPERIENCE • Approved eCitation vendor through FL Highway Safety & Motor Vehicles uv Successfully applied for and obtained city, county, FOOT permits; General Use Permits (GUP), ROW Utilization, and Building permits in Florida - - Operational red light and speed cameras in Florida I ovmm Hendry County - z Eustis first in state to Install school xone speed enforcement cameras - / ubl�Y �4 F h 2-. pm. FT I Uptleted Feb. 23, 202E .. ".' .:.- AWmi>R InCPWpeitlM�tiCaMldwtWt2p7.4":: Zone 1 -Oslo Middle School 2 Day Average All Hours School Hours Non-Sch o iou iolations 419 209 210 Zone 2 -Gifford Middle School 2 Day Average All Hours School Hours Non -School Hours Viol tions 63 41 22 Zone 3 -Citrus Elementary School Day Average 46 flours *iolations School Hours Non -School Hours 1,037 400 637 Zone 4-Dod ertown Elementary School 2 Day Average All Hours School Hours Non -School Hours Violations 238 87 151 Zone 5 -Indian River Academy (} N, Day Average All Hours School Hours Non -School Hours OJ rolatiQns 34 13 .21 S. .' C Zone 6 -Vero Beach Elementary School QQ r 1j►� 2 Day Average All Hours School Hours Non -School Hours Violations 790 108 682 Location and Direction Daily . . Avg Zone 1-Oslo Middle School 209 Zone 2-:Gifford Middle School 41 Zone-3-Citrus Elementary SchooF 400 Zone 4-Dod ertown ElementaEj School Zone 5-Indian River Academy13 Zone 6-Vero Beach Elementa 108 TOTAL::. :: 858 =BUILDING PROGRAM ACCEPTANCE • Community -Specific Strategy Development • Communications Development and Support • Graphic Asset Creation • Media Relations Assistance • FAQ Development and Responses • Public Facing web Content "We appreciate Altumint's commitment to educating the public about our safety program. Your efforts will make a difference. Thank you." - Chief Deputy Kevin Nelson, Hendry County Sheriffs Office viovi.ew VIOLATION LAW VIOLATOR FINANCU PROCESSING & QA ENFORCEMENT PORTAL REPORTING S' REVIEW ✓ Independent Speed Study ✓ No Fee to Terminate Contract ✓ Flexible System Technology ✓ No Cost Stand-alone ALPR ✓ No Taxpayer Cost for Vendor Fee Guarantee ✓ No Hidden Costs ✓ We Do Our Own Work - US Based Employees ❑ No taxpayer cost for vendor fee.guaranxee ❑ Violator -funded program, not taxpayer4urrded.. . ❑ No upfront costs, no equipment to buy or lease, no construction costs - we even cover the power bill. ❑ And even if your violations go to ZERO; you won't owe us a dime. We will never bill you more than is collected. SAFE COMMUNITIES. SMART SOLUTIONS. Jennifer W. Shuler, County Attorney Susan J. Prado, Deputy County Attorney Christopher A. Hicks, Assistant County Attorney 23 Attorneys Matters - B.C.C. 11.5.24 Ofce of INDIAN RIVER COUNTY MEMORANDUM TO: Board of County Commissioners THROUGH: John Titkanich, Jr., County Administrator FROM: Jennifer W. Shuler, County Attorney DATE: November 19, 2024 ATTORNEY SUBJECT: Public Hearing for Ordinance Amending Code Indian River County Code Sections 102.01(1), and 102.04 BACKGROUND. At the last Board meeting, the Board granted staff permission to advertise an ordinance amending Indian River Code Chapter 102 as follows: Section 102.01(1). - Board of county commissioners meetings and procedures: This amendment deletes language in the code that prohibits Commissioners from meeting on the last Tuesday of the month. Section 102.04. - Order of business: This amendment revises IRC Section 102.04(12) "Departmental matters" to add the new department of Building and Facilities Services and to add Sandridge Golf Club. In addition, the Order of Business section is revised to create two new public comment sections — one entitled "Public comment on agenda related matters," which would occur before any regular business is considered, and one entitled "Public comment on non -agenda related items," which would occur at the conclusion of Board business. The change would also delete Order of Business item 10(b) entitled "Public discussion items." FUNDING. There is no impact to County funds by this ordinance amendment. RECOMMENDATION. The County Attorney recommends that the Board conduct a public hearing on the proposed ordinance, take comment from interested persons, and approve the Ordinance amending Indian River County Code Sections 102.01(1), and 102.04. ATTACHMENT(S). Proposed Ordinance Amending IRC Code Sections 102.01 and 102.04. Business Impact Estimate (Statement) 150 Indian River County, Florida Business Impact Estimate Florida law requires that before the County adopts a new ordinance, it must prepare a Business Impact Estimate that complies with Sec. 125.66(3), Fla. Stat. There are several exemptions to this requirement, which are outlined in the statute. This Business Impact Estimate form is provided to document compliance with and exemption from the requirements of Sec. 125.66(3), Fla Stat. If one or more boxes are checked below under "Applicable Exemptions," this indicates that Indian River County has determined that a business impact estimate is not required by law for the proposed ordinance. If no exemption is identified a business impact estimate is required by Sec. 125.66(3), Fla. Stat. and must be provided in the "Business Impact Estimate" section below. This Business Impact Estimate Form may be revised following its initial posting. Proposed ordinance's title/reference: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, AMENDING INDIAN RIVER COUNTY CODE CHAPTER 102, SECTION 102.01 "BOARD OF COUNTY COMMISSIONERS MEETINGS AND PROCEDURES" TO MODIFY THE BOARD MEETING TIMES AND AMENDING SECTION 102.04 "ORDER OF BUSINESS", TO ADD NEW "DEPARTMENTAL MATTERS" AND TO MODIFY PUBLIC COMMENT PROCEDURES. Applicable Exemptions ❑ The proposed ordinance is required for compliance with Federal or State law or regulation; ❑ The proposed ordinance relates to the issuance or refinancing of debt; ❑ The proposed ordinance relates to the adoption of budgets or budget amendments, including revenue sources necessary to fund the budget; ❑ The proposed ordinance is required to implement a contractor an agreement, including, but not limited to, any Federal, State, local, or private grant or other financial assistance accepted by the municipal government; ❑ The proposed ordinance is an emergency ordinance; ❑ The ordinance relates to procurement; or ❑ The proposed ordinance is enacted to implement the following: a. Part II of Chapter 163, Florida Statutes, relating to growth policy, county and municipal planning, and land development regulation, including zoning, development orders, development agreements and development permits; b. Comprehensive plan amendments and land development regulation amendments initiated by an application by a private party other than the County; c. Sections 190.005 and 190.046, Florida Statutes, regarding community development districts; d. Section 553.73, Florida Statutes, relating to the Florida Building Code; or e. Section 633.202, Florida Statutes, relating to the Florida Fire Prevention Code. 1 Business Impact Estimate Form Note to Staff: This form should be completed and included in the Form revised 10/21/24 agenda packet for the item which the proposed ordinance is to be considered and must be posted on the Indian River County's Website by the time notice of the proposed ordinance is published. 1S Business Impact Estimate: Indian River County hereby publishes the following information: 1. Summary of the proposed ordinance (must include a statement of the public purpose, such as serving the public health, safety, morals, and welfare): This ordinance amends Indian River County Code (IRC) Sections 102.01(1) to allow the Board of County Commissioners to meet on the last Tuesday of the month and revises IRC Section 102.04 "Order of Business" to include consideration of agenda items from Building and Facilities Services and the Sandridge Golf Course. Finally, the ordinance revises public comment procedures in IRC Section 102.04 "Order of Business" to allow public comment on agenda items at the beginning of the meeting and public comment on non -agenda items at the end of the meeting. The purpose of the ordinance is to provide more flexibility for Board meeting times and to consider items from all departments. It will also create more uniformity and consistency in the public comment procedure for agenda related items to ensure the Board is abiding by the law and also allowing public comment opportunities for non -agenda related items. 2. An estimate of the direct economic impact of the proposed ordinance on private, for-profit businesses in the county, including the following, if any: (a) An estimate of direct compliance costs that businesses may reasonably incur if the ordinance is enacted: There is no estimated compliance cost for businesses related to this ordinance. (b) Identification of any new charge or fee on businesses subject to the proposed ordinance, or for which businesses will be financially responsible: There are no new charges or fees on businesses included in this ordinance. (c) An estimate of the County's regulatory costs, including an estimate of revenues from any new charges or fees that will be imposed on businesses to cover such costs: None. 3. A good faith estimate of the number of businesses likely to be impacted by the ordinance: Business Impact Estimate Form Note to Staff: This form should be completed and included in the Form revised 10/21/24 agenda packet for the item which the proposed ordinance is to be considered and must be posted on the Indian River County's Website by the time notice of the proposed ordinance is published. 15 None. 4. Additional information the governing body determines may be useful (if any): Business Impact Estimate Form Note to Staff: This form should be completed and included in the Form revised 10/21/24 agenda packet for the item which the proposed ordinance is to be considered and must be posted on the Indian River County's Website by the time notice of the proposed ordinance is published. 15 ORDINANCE NO. 2024 - AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, AMENDING INDIAN RIVER COUNTY CODE CHAPTER 102, SECTION 102.01 "BOARD OF COUNTY COMMISSIONERS MEETINGS AND PROCEDURES" TO MODIFY THE BOARD MEETING TIMES AND AMENDING SECTION 102.04 "ORDER OF BUSINESS", TO ADD NEW "DEPARTMENTAL MATTERS" AND TO MODIFY PUBLIC COMMENT PROCEDURES. WHEREAS, Chapter 102 of the Indian River Code has been adopted to govern the meetings and procedures of the Board of County Commissioners; and WHEREAS, to allow for more flexibility in its meeting times, the Board would like to modify the Code to allow for meetings to occur on the last Tuesday of the month; and WHEREAS, the Board desires to update its order of business to add consideration of matters from the newly created Building and Facilities Services department and also Sandridge golf club; and WHEREAS, to provide more uniformity and consistency in its public comment procedures, the Board would like to modify its order of business to create two categories for public comment — one for agenda related items before County business and one for non - agenda items at the end of the meeting. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA THAT: Section 1. Enactment Authority. Article Vlll, section 1 of the Florida Constitution and chapter 125, Florida Statutes vest broad home rule powers in counties to enact ordinances, not inconsistent with general or special law, for the purpose of protecting the public health, safety and welfare of the residents of the county. The Indian River County Board of County Commissioners specifically determines that the enactment of this ordinance is necessary to protect the health, safety and welfare of the residents of Indian River County. Section 2. Code Amendments. Indian River County Code Chapter 102, Section 102.01(1), Board of County Commissioners Meetings and Procedures, is hereby amended to read as follows: CODING: Words in s+^ko thmugh format are deletions to existing text; words in underlined format are additions to existing text. 154 ORDINANCE NO. 2024- 1. Time. The county commission shall generally hold regular meetings on Tuesday beginning at 9:00 a.m. Them shall be no Gemmission-meeting on the last Tuesday of eaGh month-. Indian River County Code Chapter 102, Section 102.04 Order of Business, is hereby amended to read as follows: The order of business shall appear on the agenda as follows: 1. Call to order. 2. a. Moment of silent reflection for first responders and members of the Armed Forces. b. Invocation. 3. Pledge of Allegiance. 4. Additions or deletions to the agenda/emergency items. 5. Proclamations and presentations. 6. Approval of minutes 7. Information items from staff or commissioners not requiring board action. 8. Public comment — agenda related matters. (except for public hearings) 9. 8- Consent agenda. 10. 9 Constitutional officers and governmental agencies. 11. 44. Public items: a. Public hearings; b. -s. Public notice items. 12. 44-. County administrator matters. 2 CODING: Words in stFike-through format are deletions to existing text; words in underlined format are additions to existing text. 155 ORDINANCE NO. 2024- 13. 42. Departmental matters: a. Buildinq and Facilities Services b. a. Community services; c. #- Emergency services; d. � Human resources; e. d- Information technology; f. e. Natural resources; g_ f-. Office of management and budget; h. g Parks, recreation, and conservation; i. 1,. Planning and development services; L i-. Public works; k. Sandridge golf club I. f= Utilities services. 14. 43-. County attorney matters. 15. 44- Commissioners matters. 16. 4-5-. Special districts and boards a. Emergency services district; b. Solid waste disposal district; c. Environmental control board. 17. Public comment— non agenda related matters. 18.E Adjournment. 3 CODING: Words in s+F;khFougn format are deletions to existing text; words in underlined format are additions to existing text. 156 ORDINANCE NO. 2024 - Section 3. Severability and Conflict 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. All ordinances or parts of ordinances in conflict herewith are hereby repealed. Section 4. Codification. The amended language in this ordinance shall be codified in Chapter 102 of The Code of Indian River County. Additional codification, renumbering, or relettering of this ordinance is left to the discretion of Municipal Code Corporation. Section 5. 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 Indian River Press Journal on the th day of 2024, for a public hearing to be held on the day of 2024, at which time it was moved for adoption by Commissioner seconded by Commissioner and adopted by the following vote: Chairman Susan Adams Vice Chairman Joseph E. Flescher Commissioner Deryl Loar Commissioner Joseph H. Earman Commissioner Laura Moss 0 CODING: Words in strikhre g format are deletions to existing text; words in underlined format are additions to existing text. 157 ORDINANCE NO. 2024 - The Chairman thereupon declared the ordinance duly passed and adopted this day of , 2024. Attest: Ryan Butler, Clerk and Comptroller M Deputy Clerk BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY, FLORIDA QI Susan Adams, Chairman Effective Date: This ordinance was filed with the Department of State and becomes effective on the day of , 2024. CODING: Words in stFike through format are deletions to existing text; words in underlined format are additions to existing text. 158 LocafiQ Florida f(D A- I PO Box 631244 Cincinnati, OH 45263-1244 GANNETT $0.00 AFFIDAVIT OF PUBLICATION NOTICE OF INTENT - PUBLIC HEARING Order No: NOTICE IS HEREBY GIVEN that Customer No: the Board of County Commissioners Indian River Co Attorneys Ofc of Indian River County, Florida, will conduct a Public Hearing to Indian River County Attorneys Office consider adoption of a proposed 1801 27Th ST ordinance entitled: AN ORDINANCE OF THE BOARD Vero Beach FL 32960-3388 OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, AMENDING INDIAN RIVER COUNTY CODE CHAPTER 102, SECTION 102.01 "BOARD OF STATE OF WISCONSIN, COUNTY OF BROWN COUNTY COMMISSIONERS MEETINGS AND PROCEDURES" TOMODIFY THE BOARD MEETING TIMES AND Before the undersigned authority AMENDING SECTION 04 personally appeared; who "ORDER OF BUSINESS", TO ADDNEW on oath says that he or she is the Legal Advertising "DPARTMENTAL MATTERSEAND TO MODIFY Representative of the Indian River Press lournai/St Lucie PUBLIC COMMENT PROCEDURES. News Tribune/Stuart News, newspapers published in Indian The Public Hearing will be held on Tuesday, November 19, 2024, at 9:05 River/St Lucie/Martin Counties, Florida; that the attached a.m., or as soon thereafter as the matter may be heard, in the County Commission Chambers located on copy of advertisement, being a Legal Ad in the matter of the first floor of Building A of the County Administrative Complex, Public Notices, was on the accessible 1801 27th street, Vero Beach, published publicly Florida 32960, at which time websites of Indian River/St Lucie/Martin Counties Florida interested parties may be heard , , or in a newspaper by print in the issues of, on: with respect To the proposed ordinance. The proposed ordinance may be inspected by the public during regular business hours (8:30 a.m. to 11/07/2024 5:00 p.m., Monday through Friday) at the Office of the Clerk to the Board of County Commissioners located on the second floor of Affiant further says that the website or newspaper complies Building A of the County Administrative Complex, 1601 27th Street, Vero Beach, Florida; or with all legal requirements for publication in chapter 50, alternatively, the proposed ordinance may be inspected at Florida Statutes. www..Z%nriver.agy. Anyone who may wish to appeal any Subscribed and sworn to before me, by the legal clerk, who decision which may be made at this meeting will need to ensure that a is personally known to me, on 11/07/2024 verbatim record of the Proceedings is made, which includes testimony and evidence upon which the appeal is based. Anyone who needs a special accommodation for this meeting Legal must contact the County's Americans With Disabilities Act (ADA) Coordinator at 772-226-1223 at least 48 hours in advance of the Notary, State of WI, County of Brown INDIAN RIVER COUNTY BOARD ^ OF COUNTY COMMISSIONERS �, SUSAN ADAMS, CHAIRMAN AMSC / Publish: November 7, 2024 My commission expires TCNIG752481 Publication Cost: $137.24 Tax Amount: $0.00 Payment Cost: $137.24 Order No: 10752481 # of Copies: Customer No: 1125303 1 Po #: County Atty Office THIS IS NOT AN INVOICE! Please do not use this form for payment remittance. KAITLYN FELTY Notary Public State of Wisconsin Page 1 of 1 Jennifer W. Shuler, County Attorney Susan J. Prado, Deputy County Attorney Christopher A. Hicks, Assistant County Attorney Oce of INDIAN MEMORANDUM TO: Board of County Commissioners THROUGH: John A. Titkanich, Jr., County Administrator FROM: Susan J. Prado, Deputy County Attorney DATE: November 6, 2024 /6AZ Public Hearing 11/19/2024 RIVER COUNTY SUBJECT: Public Hearing - Amended and Restated Developers Agreement Between Providence Point Vero Beach, LLC and Indian River County Background: On November 18, 2014, the Board of County Commissioners (hereinafter "Board") approved a developers agreement between the County and Providence Point Vero Beach, LLC (hereinafter "Developer") for a Planned Development—Traditional Neighborhood Design ("PDTND") known as Providence Pointe. The property is located on the south west corner of 58' Avenue and 53rd Street. Please see the attached aerial photo depicting the parcel. Since 2014 the County has made updates to the intersections mentioned in the Original Developers Agreement attached hereto. The Developer approached the County to request an amendment to reflect the current state of the roads and what obligations still remain pending. Staff and the Developer have reviewed and updated the Original Developers Agreement and have finalized proposed Amended and Restated Developers Agreement. The proposed Amended and Restated Developers Agreement includes the updated changes that have taken place since the Original Developers Agreement was entered into, as well as it updates and brings the Developers Agreement into compliance with current statutory requirements. This amendment does require two (2) public hearings in front of the Board prior to the amendment being able to be accepted pursuant to Florida Statue Section 163.3225. This hearing will be the first of the 2 public hearings and Staff will scheduling the second public hearing for an agenda in December. Funding: The cost of recording the Amended and Restated Developers Agreement is estimated to be $86.50 and will be funded from the Public Works budget within Traffic Impact Fees/District 1 Roads/ROW-53rd St Wide -W of 58-66, Account No.: 10415141-066120-23030. The cost of publication of the required public notice for the public hearing(s) is estimated to be $300.00. The cost will be funded from the Public Works budget within the Traffic Impact Fees/District 1 Roads/ROW- 53rd St Wide -W of 58-66, Account No.: 10415141-066120-23030. x.59 Providence Pointe Developer's Agreement November 6, 2024 Page 2 Account Description Account Number Amount Traffic Impact Fees/District 1 Roads/ROW-53rd St Wide -W of 58-66 10415141-066120-23030 $386.50 Recommendation: Staff recommends the Board instruct staff to advertise and bring this back for the second public hearing as is required by Florida Statute at the next Board meeting in December. Attachments: Aerial Photo Proposed Amended and Restated Developers Agreement with Providence Point Vero Beach, LLC Copy of Original Developers Agreement with Providence Point Vero Beach, LLC Copies to: Providence Point Vero Beach, LLC Bruce Barkett, Esq. Planning and Development Services Public Works 160 RESTATED AND AMENDED DEVELOPER'S AGREEMENT BETWEEN INDIAN RIVER COUNTY AND PROVIDENCE POINTE VERO BEACH LLC FOR OFF-SITE TRAFFIC IMPROVEMENTS AND RIGHT-OF-WAY DEDICATION THIS RESTATED AND AMENDED DEVELOPER'S AGREEMENT ("Agreement") dated November 18, 2014 by Indian River County ("County") and Providence Pointe Vero Beach LLC ("Developer") is made this _ day of , 2024. Recitals: A. Developer is in the process of developing a Planned Development—Traditional Neighborhood Design ("PDTND") known as Providence Pointe. B. In 2014, County and Developer entered into the Agreement to memorialize each party's respective goals and obligations regarding certain traffic improvements and right-of-way dedications described in the Agreement and related to or in proximity with Providence Pointe. C. Between 2014 and 2023, certain developments have occurred which make it mutually advantageous to County and Developer to accept and enter into this restated and amended agreement. SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. NOW, THEREFORE, for and in consideration of these premises, Ten Dollars ($10.00), and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the County and the Developer do hereby covenant, stipulate, and agree as follows: Recitals: The foregoing recitals are incorporated as if fully restated herein. 2. Intersection Improvements: Developer shall contribute the following sums of money or construction or both toward the Intersection Improvements specified below. County acknowledges that the contributions or construction or both described herein satisfy the Developer's entire obligation with respect to off-site intersection improvements through build -out of Providence Pointe, except to the extent that additional property or residential units or commercial development may be added to Providence Pointe in the future. The County shall not withhold any approval or permit, nor shall it deny any concurrency certificate, because of the 162 condition or state of any intersection in the County as long as the Developer is in compliance with this Developer's Agreement. A. Prior to the request for Certificate of Completion for Phase II of the conceptual plan, the Developer's Engineer shall submit a conceptual design plan for the proposed north bound right turn lane at 41 st St. and 58th Avenue so that the county may agree to a layout and commence to address any right- of-way needs. Prior to the issuance of a Certificate of Completion for Phase III of the conceptual plan, Developer shall either construct a northbound right turn lane or escrow the estimated cost for the design and permitting of said northbound right turn lane with the county." At its own cost and expense, County shall obtain the right-of-way needed to construct the North -bound right turn lane once the Developer brings forth their conceptual plan for the North -bound right turn lane. B. Prior to the issuance of a Certificate of Completion for Phase IV, Developer shall pay 13.9% of the ultimate intersection actual contract costs. If a contract has not been executed, the amount to be placed in escrow shall be based on a Professional Engineer's cost estimate using the latest 45th Street Improvements design, which County shall provide to Developer at Developer's request prior to commencement of Phase IV." C. Prior to the issuance of a Certificate of Completion for Phase I, the Developer pay 14.7% of the cost in the amount of $410,683.89 for the ultimate intersection improvements at 49th St. and 58th Ave., including left turn lanes from all approaches, based upon actual contract costs as previously completed." D. Developer and County agree that the County has completed the intersection improvements and has constructed 53rd St., west from 58th Ave. for a distance of 300 feet at the County's own cost and expense, and County shall not seek reimbursement for such costs or expenses. Prior to issuance of a Certificate of Completion for Phase H, Developer shall, at its own cost and expense, either construct the continuation of 53rd St., westerly for a distance of 600 feet as a four -lane road to the Project's westernmost connection to 53rd St., or, if in conjunction with another developer participate in the development of said road segment as a four -lane road, with a transition to a two-lane road at the end of the 600 foot project. Developer shall not seek reimbursement from the County for the cost of design permitting and construction of the two-lane portion of said road. Commencing from the 53rd St. required improvements, Prior to the issuance of a Certificate of Completion for Phase III, Developer shall escrow Developer's fair share (37.5% of funds) to construct 53rd St. as a two-lane road from the point where the paved improvement described herein ends to the point which is 2,454 feet west of the Project's east property line as based upon a conceptual rendering provided by the Developer's Engineer and agreed upon by the 2 163 County. Developer shall not be responsible for final design or construction of the westerly pavement extension improvements." (1) The County shall have the right to approve the scope of work for the design and engineering phase of the project. The County shall not unreasonably withhold or delay such approval. Failure to reply to the Developer within thirty (30) days after the submittal of design and engineering plans shall constitute approval. (2) The Developer's obligation with respect to 53rd Street, as identified in this Developer's Agreement, shall be deemed satisfied so long as the Developer is in compliance with this Agreement, and the County shall not withhold any approval, permit, or concurrency certificate because of the condition of 53rd Street anywhere except adjacent to Providence Pointe, provided the Developer is in compliance with this Agreement. (3) The Developer shall receive traffic impact fee credits for all design, engineering, permitting, and construction costs associated with the 53rd Street improvements described herein paid or contributed by the Developer, except for: those costs associated with site related turn lanes or other site related improvements; and any landscaping in excess of the landscaping required by County Ordinance. These shall be considered "non -reimbursable costs". 3. 49th Street Improvements and Dedication: A. Prior to the issuance of a Land Development Permit for Phase 4 of Providence Pointe, the Developer shall: (i) Dedicate to the County ten feet (10') of right-of-way along the project's 49th Street frontage from 58th Avenue West for a distance of approximately 2,591 feet (the "Eastern Segment") see Exhibit "B"• and (ii) Dedicate to the County along the project's 49th Street frontage sixty feet (60') of right-of-way from the West end of the "Eastern Segment" to a point approximately 1,328 feet West (the "Western Segment") see Exhibit "B". B. Prior to the issuance of a Certificate of Completion for Phase IB, Developer shall construct a two-lane road for a distance of approximately 3,260 feet from the existing paved road on 49th Street, which ends approximately 700 feet west of 58th Ave., to the western boundary of Providence Pointe, as shown on the Conceptual Plan. The construction may be completed in sections which follow the progression of development of the Project. 4. 58th Avenue Dedication: Prior to the issuance of a Land Development Permit for Phase 4 for Providence Pointe, the Developer shall dedicate by right-of-way deed 164 free and clear of all liens and encumbrances, to the County, twenty-five feet (25') along the property's 58' Avenue frontage. (See Exhibit "C"). The Developer shall provide stormwater capacity for the following road segments: A. 58th Avenue, from the property's eastern boundary to the centerline of a four -lane road, along the project's 58th Avenue frontage. B. 49fl' Street, along the project's entire frontage, for a two-lane road width. C. Developer shall design and construct a temporary swale system within the County right-of-way for 53rd Street stormwater, as a four -lane road, from 58th Avenue west for a distance of one-quarter mile. 6. DOT Compliance: All road construction by the Developer pursuant to this Agreement shall be in compliance with Florida Department of Transportation standards: A. Any future increase of impervious area for 58th Avenue Developer driven improvements may require additional stormwater capacity to be provided. B. 49th Street, along the project's entire frontage, for a two-lane road width and any Developer driven improvements such as turn lanes. C. Developer shall design and construct a temporary swale system within the County right-of-way for 53rd Street stormwater for all developer driven improvements that cannot be treated within the existing system. Alternatively, the Developer may work with the County and Mandala Village in accordance with the Mandala Village Developer's Agreement dated December 12th, 2023, Section 9 allowing for a temporary easement for stormwater improvements. The County shall not provide any reimbursement for the temporary easement construction. At the time Mandala Village constructs its permanent stormwater facilities, any Developer driven improvements for Providence Pointe shall connect to Mandala Village's stormwater system as defined in the Mandala Village Developer's Agreement. 7. Invoices: Any invoice submitted by the Developer to the County for the County's payment shall be reimbursed by the County according to the Prompt Payment Act (Sections 218.70 and 218.80, Florida Statutes). 8. Project Bids: The Developer shall not be required to publicly bid the work described herein, but all work performed by the Developer shall be subject to the reasonable determination by the County that the costs incurred for such work were normal and customary. 4 165 9. Miscellaneous: A. In the event of any litigation arising out of this Agreement, the prevailing party shall recover attorneys' fees and costs from the non -prevailing party. B. No amendment, modification, change, or alteration of this Agreement shall be valid or binding unless accomplished in writing and executed by all of the parties hereto. C. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their successors, and assigns. D. This Agreement contains the entire agreement and understanding between the parties. No representation, statement, recital, undertaking, or promise not specifically set forth herein shall be binding on any parties hereto. This Agreement shall not be effective unless signed by the Developer and the County. E. The obligations of the Developer to this Agreement are expressly conditioned upon the Developer's decision, at the Developer's sole discretion, to proceed with the development of Providence Pointe. F. No Building Permit, Certificate of Completion, or Certificate of Occupancy shall be withheld or delayed by the County for Providence Pointe or any portion thereof, nor shall the County delay or withhold any other required permits, provided that the Developer is in compliance with this Agreement, all applicable laws and regulations. G. Except as described herein, and in the plans submitted by the Developer and approved by the County, the County shall not require the Developer to construct, contribute to, or share in the costs of any off-site traffic improvements other than the payment of traffic impact fees. H. This Agreement and all matters arising hereunder shall be governed by and construed in accordance with the laws of the State of Florida. Venue hereunder shall lie in Indian River County, Florida. Time shall be of the essence. I. This Agreement shall be deemed prepared jointly by each of the parties hereto and shall be construed on parity as between the parties. There shall be no canon of construction for or against any party by reason of the physical preparation of this Agreement. 5 166 J. Whenever the singular number is used in this Agreement and when required by the context, the same shall include the plural; and the masculine, feminine, and neuter genders shall each include the others. K. The County and the Developer shall grant such further assurances and provide such additional documents as may be reasonably required by one another from time to time, and cooperate fully with one another in order to carry out the terms and conditions hereof and comply with the express intention of this Agreement. L. Failure to insist upon strict compliance with any of the terms, covenants, or conditions herein shall not be deemed a waiver of such terms, covenants, or conditions, nor shall any waiver or relinquishment of any right or power hereunder at any one time or times be deemed a waiver or relinquishment of such right or power at any other time or times. M. All words, terms, and conditions contained herein are to be read in concert each with the other, and a provision contained under one paragraph may be considered to be equally applicable under another in the interpretation of this Agreement. N. The words herein and hereof and words of similar import, without referenced to any particular section or subdivision of this Agreement, refer to this Agreement as a whole rather than to any particular section or subdivision hereof. O. In the event any term, conditions, or clause of this Agreement is declared to be illegal or unenforceable by a court of competent jurisdiction, such declaration of illegality or unenforceability shall not affect or alter the legality or enforceability of any remaining term, condition, or clause hereof, provided of the parties, as set forth in this Agreement. P. Beginning upon the complete execution of this Agreement, the duration of the Agreement shall be 30 years. Q The permitted uses for this development project include: I. Residential (single-family and multi -family) II. Commercial III. Retail N. Professional Office V. Restaurant VI. Health and Fitness VII. Institutional VIII. Day Care IX. Hotel G 167 X. Places of Worship XI. Public Parks R. The permitted land use density for the project is 2.59 units per acre. The proposed land use density for the project is 2.59 units per acre. S. The building intensity for the project's residential and commercial uses are below the maximum limitations set for the project, due in part to an excess of open space and recreational areas. T. The proposed commercial and residential structures do not exceed the applicable land development regulation (LDR) limitation of 35'. U. Public facilities including the construction of roadways and roadway improvements, construction of stormwater drainage improvements, and the construction of public transportation transit stops are included in this project. These facilities are required to be completed as stipulated in this agreement and/or prior to the issuance of a Certificate of Completion. V. The following local development approvals are required for this project: I. Rezoning and Conceptual PD Plan approval. II. Preliminary PD Plan/Plat approval. III. Land Development Permit. IV. Final PD Plat approval. W. During the PDTND rezoning and Conceptual Planned Development Approval, the project's consistency with the Comprehensive Plan and LDRs was presented at public hearings to both the Indian River County Board of County Commissioners (BCC), and the Planning and Zoning Commission (PZC). Noting the project's consistency with the Comprehensive Plan and LDRs, both Boards voted to approve the rezoning and conceptual plan. 7 168 IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first above written. Signed, sealed and delivered in the presence of: Print Name: Print Name: Approved by: John Titkanich„ County Administrator Approved as to Form and Legal Sufficiency Court and Comptroller Susan Prado, Deputy County Attorney STATE OF FLORIDA COUNTY OF INDIAN RIVER BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY, FLORIDA. Chairman BCC Approved: Attest: Ryan L. Butler„ Clerk of the Circuit Deputy Clerk The foregoing instrument was acknowledged before me this day of , 20249 by , as Chairman of the Board of County Commissioners, and as Deputy Clerk, for Ryan L. Butler, who are personally known to me or who have produced as identification. (Notary Seal) 8 Printed Name: My Commission Expires: 169 Signed, sealed and delivered in the presence of: Print Name: Print Name: STATE OF NEW YORK COUNTY OF PROVIDENCE POINTE VERO BEACH, LLC By: THE BARILE FAMILY LIMITED PARTNERSHIP, Managing Member 0 General Partner The foregoing instrument was acknowledged before me this day of , 2024, by , the General Partner of The Barile Family Limited Partnership, the Managing Member of Providence Pointe Vero Beach LLC, a Florida limited liability company, who is personally known to me or who has produced as identification. (Notary Seal) E Print Name: Notary Public My Commission Expires: 170 10 171 DEVELOPER'S AGREEMENT BETWEEN INDIAN. RIVER COUNTY AND PROVIDENCE .POINTE NER0 BEACH LLC* FOR OFF-SITE TRAFFIC IMPROVEMENTS AND RIGHT-OF-WAY DEDICATION THIS DEVELOPERS AGREEMENT is made and entered into this -18 day of November 2014,. by and between INDIAN RIVER COUNTY, FLORIDA, a political subdivision of the State of Florida, 1801 27' Street, Vero Beach,, FL 3.2.960: ("CbunW') anid PROVIDENCE POINTE VERO BEACH, LLC, :a Florida limited liability company,,. 660 Reef Road;. Vero Beach, FL.32963.("Developer'). WITNESSETH. - WHEREAS, ITNES8ETH.- WHEREAS, Developer proposes to -develop a "Planned Development/Traditional Neighborhood Design!'-(PD/TND) Community located between 0' Street and 53d Street, alone and West of 58 .Avenue . in.Indian Indi . an . River : County,:: Florida, . to . be. known as . Providence Pointe; to inclbde a mix: of residential,. commercial,. hotel, recreational, and other. uses on real prope rty legally described as follows, SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. WHEREAS, at its regular. meeting of A.i ust 20, 2013, the Board of CounTy Commissioners -OfAndian River- County approved the Developer's Planned 'Development -- Traditional Neighborhood. Design 0T.DTND") *rezoning request and granted conceptual. Pbplan. approval for "Providence Pointe" (PD'1:3=04=01/2004-110.179-70350) ("Conceptual Plan")- and WHEREAS.,: a developer's agreement for off-site traffic improvements And right -of way dedication is required as it condition Of PD/TND approval; and WHEREAS, the County and the Developer share mutual goals and :have determined that they can assist each Other with respect to -night -of -way acquisition, roadway and. drainage improvements, intersection. improvements, and -other improvements mprovements described herein and required by the PD/TNI) approval; and. WHEREAS', ..the 'County 4;io the Developer desire. to enter into this A m 9 reeent. to set forth the terms and conditions to which they have agreed with respect to the:. matters contained. NOW, THEREFORE;. far and in. consideration of *.these premises, Ten Dollars ($1.0,00), and. other ..good and valuable. luable. consideration.,. the :receipt -and sufficiency of which are hereby 172 acknowledged, the: County and the Developer do hereby- covenant, stipulate. and agree as fdll6ws-. 1. Recitals: The foregoing. recitals are -incor g. por4ed.as if ully restated herein: 2. :Intersection, lippiovements:.Dev6ioper.shal.1 contribute .the following sums of money orconstruction or both toward the. Intersection Improv . e eiits specified below. County acknowledges that, thecontributions' or construction or, both described herein satisfy the'DeVeloper's entire -obligkionvith respect to Offsite intersection improvements through build -out of Providence Pointe.. except to the extent - that. additional property or residential units.: or commercial develo'Dwent may be added to Providence Pointe in -the. future. The County -shall not. Withhold any approval or permit, nor - shall it deny any. concurrency certificate; because of the - condition ..or -state of any intersection in the County. a Ion as the Developer is S 1 9 in compliance with this Developer's. Agreement. A. 41" Street- and 5811' Avenue, (1) Prior to the issuance of a Certificate of Completion ("CC".) for Phase .1 of the Conceptual. Plah; Developer shall. optimi:ke thesignalumii i ng . at this, -intersection. (2) Prior to :the. issuance of a Certificate of Completion for Phase 11 OMP .'as depicted on. the Conceptual Plan, the Developer shall construct a. northbound ..right turn lane and shall optimize the signal timing at this intersection. If the -County has not obtained.the right -of way needed* for the. Developer to -construct a northbound right turn lane as. described herein., then :the :Developer shall. contribute the estimated cost fbr the design and - construction of the right turn.lane to. the County, as determined by -a. certified, cost estimate prepaiedby.'the -project engineer and appr6ved by the County... (Wherever used in this Agreement; .casts for "design" or "construction" or. both shall. hall. not ..include right-of-way acquisition Casts.) B. 4511 Street- and .5 8h Avenue: Prior to the issuance of a CC for,Phase I* as depicted on the Conceptual Plan, or within ninety (90) days after. the County provides . the - Developer with :a fully executed construction contract .for the, ultimate intersection: and. improvements Which include 'left turn lanes. from all approaches, whichever occurs first, the Developer. shall contribute 13.9% of . the estimated construction costs as the Developer's Cost -Share, C. 0"' Street and.58.' Avenue! (1) Prior to theissuance of a CC for Phase IA as depicted on the. Conceptual Plan, the Developer shall obtainz -permit JAbrucc\c1ienVAPrOVfdCnCC pointe-barileNdevd1oper's &&zqmrnt.c1ban 10,19..[ 4.dovx 0) 173 and installa temporary traffic . signal consisting of a,box span wire at this intersection, (2) Prior to the -issuance of.a CC for Phase:- IA as depicted on the Conceptual. Plan, or within ninety- (90.) -days after the County provides the Developer with ..a fully executed construction contract for the. ultimate intersection and -improvements which. include left turn lanes from all approaches, whichever occurs: firs L the. Deve1pper. shall contribute 114. 7%., - of . the estimated construction costs as the Developer's Cost Share. D. 53.rO. Street and 58th Avenue: Prior to the. issuance of -Ek CC for. Phase I.A as .depicted on .the Conceptual PI . an, - the Developer .agrees .to plan, survey,, design, perrm"t, and construct - intersection improvements consisting :of the -west leg of the. intersection .as -a four lane Toad to the prqjeqVs: westernmost. connection to 53d Street, for a distance of approximately goo feet West of 58t' .Avenue, together with an additional transition from a 4-laneToad to. a. 2 lane road, proWded, however,. that the County shall be responsible- f6r and. sbAll pay fifty percent, (50%) of all such costs, subject to the following additional terms and conditions: (1.) The County's. obligation for. the cost of landscaping. and irngatian shall be. limited to fifty percent (50% of $100,000.00 per mile. (2) The: County- shall not 'beobligated to share in the cost of site related roadway improvements, such as turnI . anes. into the project. (3) The County. sh : 411I* have. the right to approve the. scope of work and compensation for: the design and engineering - phase :.of the project. The County shall =t unreasonably withhold or d6lay such approval. F . ailureto reply to the. Developer lwithin thirty, (3 0) days: after the submittal.. of design and engineering plans .shall constitute approval. �(4) The Developer shall have no responsibility for the design dr' engineering: of 53d Stfeeitw'est'of the Developer's actual al construction of the west leg of theintersection as described herein; however, prior to or concurrently with final plat approval for -Phase IIA.as shown on the zonceptual PD plan, the Developer shall be required to escrow funds with jAbruc.*,\rlJcntApr6Videnec Ooihte-.;baHI.WeVelqpees agricrmnt clean 16.21I.Mdoex 3. 174 the County for Developer's share (37.5%) of the cost'of the construction of 53d Street: -a two. lane road from the point where.the paved improvements described herein end 10 the point. t which.is 145.4 -feet west of the project's eastproperty line. (5) The Developer's obligationwith respect to 53rd Street, as identified in this Developer' . s Agreement'- shall be deemed sitisfied.so long as the Developer is in compliance with this .Agreement, and'. -the County shall not withhold any approval, ,permit, or. concurrency .certificate because- ofthe yw4e�re except adjacent condition of 55,'d 'Street an . to Providence Pointe.., provided the Developer is in compliance with this Agreement. The Developer shall receive traffic- impact. -fee -credits fQr all I . I . p designing engineer' permitting, and construction -costs associated with the- .53TO Street improvements described, herein paid or contributed by the Developer, except, for: those costs. associated with site related turn lands or .other .site related.improvtment..s: and any landscaping. in.excess of the landscaping required red by County Ordinance.. These shall be. oonsidered`non:reimbursable costs". 4. 40 StreetImprovenignts andDedication: A, Prior tothe issuance- of a. Land Development -Permit f6r PhaseIA. -of'Providence Pointe, the Developer shall: Dedicate.to the County ten feet (10'-) of right -of way along the project's 40 'Street frontage from 58h Avenue. West for A .distance of avvroximately 2,591 feet (the "94stern Segment"} see. Exhibit "B" .and .1 (ii) 'Dedicate to the -County along the project's 49'h -Street frontage sixty feet. (60') of right-of-way from the West end of`the Eastern Segment" to a point approximately 1;328 feet West (the "Western Segment".) see Exhibit . '.'.B"-. B. Prior to the issuance of a certificate of completion for Phase IB, Developer shall construct a. two lane road for a distance of approximately. 3,260 feet from the existing paved road on 49" Street, which ends approximately 700 feet west of 58"' Ave., to the western boundary ',ot Providence Pointe, as shown :on the J . :\brucc\rl ientAprovidence POinWb.arileN&vclvP er!s agreement clean 10 28; 14 ftc� 4 175 Conceptual Plan: The construction may be completed .in sections which follow theprogression of development of the Ti9ject. 58'.h Avenue Dedication: Prior to: the issuance of a Land. Development Pertnit. for Phase IA for Providence. Pointe the Developer shall dedicate ­by -fi .4 D .. . ght-of-way deed free and.. clear.: of all liens and encumbrances, to: the Couhty.,JwientY five' feet (25') along. the property's 58th Avenue frontage; (See.Exhi ..bitt;kjC 6. The Developer shall provide storinwater .capacity for the folloWing. road .segments: A. 58th - Avenue, from the property's eastern 'boundary to the .centqrlineAb of a four -lane �road, alon& the proiPor.s 58 Avenue frontage. B.. 49'6 Street, along the project's entire re 6ontage, for a. two-lane. road :width: G Developer shall. design and construct a temporary. sWale system within the. County ii . ght-d-way for 53rd 'Street stormwater, as a four4ane road, from, 58th Avenue west fof a distance of bne.-quarter. 7. DOT_Compliance: All road 'construction by the Developer. Pursuant, to this Agreement shall be in -,compliance with Florida Department of Transportation standards. S. Invoices:.Any invoice submitted by the Developer to the County for the C6.tinty's. payment shall be reimbursed by the County according a orOin to. the Prompt Payment Act (Sections 218.70 and 2 18.80, Plorlda: Statutes), -9.. Project- Bidsp, The Developer shall not. be -required to publicly bid the work. described herein, but.9-11 work performed by the. Developer shall be subject to the reasonable. detenTdriation. by the County that the costs incurred for. s . uqb work were nominal :and customary. 10., Miscellaneous: A. Injhe. event of any litigation arising out of this .Agreement; the.prev.ailit.i.9 Party shall recover :attorneys' fees aid costs ftorn the. non prevailing -party. j;lbrucp\cIientApr6vidP,I'='* pointd=baflleWcVOOPOS 8SFCCnICnt CICAn 10.28.14..docx 5 176 B.. No amendmem.modification, -change,, or alteration of this Agreement shall. be valid of binding unlessaccomplished in writing. and executed by 411.of the parties hereto... C. This.. Agreement shall be binding upon and inore to the benefit of the parties hereto- and their:successors, and assigns: D This Agreement contams.the entireagreement and u'nidetstanding between the parties. No representation; statement recital, undertaking, or promise not specifically set forth herein. shall -be t5indingomany parties hereto. This Agreement shall. not be effective unless signed by . the Developer And the ,County. E. The obligations of 'the Deyelo* to this Agreement are expressly conditioned upon. the Deyeloper's decision,.. at the. Developer's sole AiserdtiOri. to -proceed with the dev nt 61opme -of Providence Pointe, F. No Building .Permit, Certificate of Completion, or Certificate of Occupaney shall be withheld or delayed by the County f6r. Providence Pointe.. or any portion- thereof,. nor. shall the County delay.or withhold any other required ..p drnuits, provided thkAhe Developer :is in compliance with this Agreement,. all :applicable -laws and.regulations.. G. Except as described 'herein, and in the plans §ubinitt.ed by the. Developer and approved"by4he County, the County shall not require the: Developerto construct, contribute toi or share in the costs of any off-site traffic improvements other. than the payment of traffit- impact -fees. H. This Agreement and all matters arising hereunder shall be goVetried by And construed in accordance. with the laws of the State of Florida. Venue. hereunder shall. lie in Indian River County, Flonda:. Time shall be of the. essence: This Agreement shall be deemed prepared jointly by each -of the parties hereto and shall. be -construed on parity as between th d pattieg.- There shall be nocanon of construction for or againstany party by reason of the easo physical preparation of this Agreement. greeme J. %enever the :singular number is used in this Agreement and when :U required.by the context, the same shall include -the.P lurad; and .the masculine feffiinine�, and neutergenders shall each include e-theathers. K. The County and the Developer- shall grant. such further assurances and protide. such: additional documents as May be: reasonably required . by one j.,lbrucekclientg\ptoVidenc; -pointe-buile\deveio cr1s.ngmernantc1eafi1Q28.14,dbcx P . 1.1 177 STATI OF NEW YORK. COUNTY' OF _ j:r;c Q The fciregoir► .instrat wl ackjioNviedged before me this . -,.. dqy of_LL/ .2 2014, by -. F - ,; �.. 1,7110 i- 05; , the General Partner of The Barile Family Limited_ Partnership,. the .IVI, riaging Member of Providence Pointe Vero Beach LLC, a Florida..limited liability company; who is personally known to rite or who has produced Gf G{ t&j as identification, A i A-it�waliie: i r' (Notary Seal) Notau .Public My CoimAsAon Expiires. 'ENAA G 1lLETiE t mM. EiEPues June 18, 20:15 j:tbruccklieniAprovidence_pointc-barilaldsv0opceza1mcmcntdemi 1429,*34.docx 180 W q.ul ix .y > '�� J H C F tC h L9 Q' z "� ' s F-z o..- ..J a 0 aZ O .a d$' LL 0 '¢ 'r w. .U' u Z. ¢ 0 .r .ai.." 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FEEr SKETCH OF LEGAL: DESCffP?7aV 1 :in ch' = .600 ft. ,NOr A 6OLNDART SURVEY PLAT OF SURVEY FOR: INDIAN RIVER COUNTY PROJ_ NO. 12 -029 -PP -ROW DAM: 08-2714 ow By., MERIDIAN. CKD. BY. S.P.T. LAND 79 RVEYORS jr.OM4 A '1717TNDIAN ltTVMt BLVD. surm2al .743PLAT. AND REPORT ARE 140T VALID WMOLlt THC SIGNATURE AND TE . VERO UN FiL. am WOODS RAISED'.SEAL OF.'TK.FLOWA REGIMED'SilItYOR AND 4APPER MAItO WEWOM Pamir; in-vi-I'M3. mx: 772-W44M. MtH SIGNATURE AW'SEAL MAY F AT THE EM. -OF The ATTACHED REPORT, THE NOT' III L Ol: PLAT AIW� REPORT ME FtX' A COWLE7E-vATffQUTOKANOTHER, SMETCH OF LEGAL OESCRIlD.T101V (NOT A SURVEY) deport of SUrvey. (Project # 12-029—PP—ROW • TYPE. OF SU.RVEY: SKETCH OF bESCRIPTION — NOT A F . IELJ)BOUNDARY SURVEY • THIS' SURVEY PE,RFCRME.0. BY-. HOUSTON, SCRULKE,.81TTLEWSTO . WARD. INC. LA#605 d;b.c.:4ERIOIAN LAND SURVEYORS 1717 - INDIAN RIVER BOULEVARD, SJITE.-20I VERO BEACH; FLORIDA 32960 • PROFESSIONAL SURVEYOR -Ac. MAPPER IN. RESPONSIBLE CHARGE; tHARLE5 .4. BLANCH'ARD, P.8.M. .45755, EXHIBIT "B6 Legal Nsc�Vtloh: A PORTION OF-SIECTION-20PTOWNSHIP 32 -SOUTH; . RANGE 39 EAST,. ACCORDING TO THE LAST GENERAL PLAT * OF LANDS OF THE INDLAN RIVER FARMS COMPANY SVODIVISION...AS RECORDED IN PLAT I BOOK 2, PAGE 25, PUBLIC RECORDS. OF ST. LUCIE COUNTY, FLORIDA; SAIULAND NOW LYING'Amb BEING IN INDIAN* RIVER COUNTY, FLORIDA.131EING MORE PARTICULARLY DESCRIBED AS FOLLOWS" COMMENCE AT THE NORTHEAST CORNER OF SECTION 20, TOWNSHIP .32 SOUTH, RANGE.39- EAST;- THEN.CE.RUN.S 00°13'24"W (BASIS OF BEARINGS) ALONG THE EAST LINE OF SAID SECTION.,20., -A DISTANCE OF 30.'00 FEET.; THENCE RUN S 89745'4WW, A DISTANCE OF 105.00 FEt-T;7HENCE RUNS 0*00.240E. A DISTANCE OF 58.34 FEET TO A POINT BEING 65.00 FEET WEST 'OF THE.AFORESAiD EAST LINE OF SECTION 20;. THENCE RUNS 0009'3r.24"W A.DISTANCE OF 2454.6817E.ET. ALONG ALINE BEING:65.00 FEET WEST OF.AND PARALELWITH THt SAID EAST. 'LINEOF . SECTION 20 TO. THE POINTOFBEGINNING; THENCE: RUN S 4.5°04'08"W, ADISTANCE0F 56.81'FEET TO A POINT B El NG:. RO,00 FEET No RTH:OF THE QUARTER:S ECTION LINE OFSAI D SECTION 20; THENCE RUN'S 89°48.'42"W ALONG ALINE 90.00 . FEET- ' NORTH OFAND PARALLEL WITHsAio QUARTER.SEC ISTANCE OF. -327.2.- ' ' ' TION LINE, A D 71FEETTO THE -WEST LINE OF TRACTS. SECTION -20-324,9i;1HENCE RUNS 00.009'28`w ALONG SAID WEST .� LINE OF TRACT 6.,A DISTANCE OF 60.00 FEET TO A-POINT.BEING 30.00 FEET NORTH OF THE QUARTER SECTION LINE OF SAID. SECTION 20; THENCE. E. LEAVING. . SAJDWEST LINE.OF TRACT 6, RUN N. 89'48'42"E ALONG.A LINE -BEING 30.00 FEET NORTROF AND PARALLEL WITH THE QUARTER SECTION LINE OF SAID SECTION 20,.A DISTANCE OF 1328.20.FEET; THENCERUN N OO'l 0'48DE, A DISTANCE OF 50.00 FEET TO A POINT BEINO:80.00 FEET NORTH OF SAID -QUARTER SECTION LINE. OF F SECTION 20; THENCE RUN N 89'4.8.42."E ALONG A LiNrt BEING 80.00 FEET NORTH OF AND PARALLEL WITH SAID QUARTER . SECTION LINE 'OF SECTION 20, A DISTANCE OF -2591.40 FEET; THENCE RUN. N 00'13'24"E, A DISTANCE -OF 50b0 FEETTO THE POINT OF BEGINNING. SAIDPARCEL CONTAINING 2.44 ACRES MORE OR LESS, Legend & Abbreviations: (syrnbols not scaleable for -size) PLS - PROFESSIONAL LAND SURVEYOR CR cOuNTY'iROAD PSM - PROFESSIONAL SURVEYOR: & MAPPERW RN.B.: RI . GHT . .OP WAY 0. - LAND SURVEYING BUSINESS OFFICIAL .RECORD BOOK CgNTERLINE RO.C. POINT OF COMMENCEMENT MEASURED VALUE P.O.8' POINT OF eEGINNING P� PLAT VALUE— SKETCH OF DESCRIPTION SKEICH .CP LEGAL DESCRIP770N ON PLAT OF SURVEY FOR; INDIAN RIVER.. CC). I TY N—Or A-02VAVARY MILK THIS SMV IS NOT VALID WITHOUT 7HE MERIDIAN SIGNATURE AND I.HE ORIGINAL RAISED SEAL OF THE 'FLORIDA UtE115Ed SURVEYOR A140 YAPPER LAND SURVEYORS M690 GkOK 1717. INDIAN R Il'X9 #L%ID. srji;rF 261. 6m V990BE ACEI, FL 32960 LlRY6905 ll� RHONJ�- 772-794-121j, F : 772-194-109$ CHARLES K. BLANCHARD. 01m, B-5755 E-fWAIL: LE1600 . A BE LLSO Litil. NET A EX IT "& TO DEV9L0fER!S-Al*9RMENT (Page 1 ort) r XETCH OF I SC`R PTION NOT A SURV 309145'49"w 105.00' t0INTOFOIN CMENQUENT H 89'ggg NRR £ASI CORNER �J SEC -20 -J2 -•J4 7/J SAMA! [H!F 1RACr 16 PONT OF I - 00'13124"w 30.00' sarrxcssr srcAa. r� E4EGiNNIMC A%WN UN£S£c7NAY 10 SBS'45'48"1Y 65; O,0• NA4M tAYf.7RAC7 / S45'OD'24"E 56.,4.'. 46' SfA7£ 0r fZa,WOA ....:- DEPARDfERT 0r A - .: .. 4O' Shur o 1Q8DD4 7RANSPA47AOON lRAN SPOR ABYI y -STAT£ ROAD S -505^A NOWSTATE ROAD S-SOS+A a Rl6£R C0t1N7Y IAVAN RIPER COUNTY j a SFCOOR 66530-1601 S£CRON 88550-1601 i C ry l a i 4 `t n N l WEST IO' OF !HE EAST 50' g £AS£Af£NT _Z F,P..P L: OAnCA4 RECVROS BOOK SD$, Rf, 147 INDIAN RIVER COUNTY. FL £ASP ( I've SFCHDN 1O 65' mLfflmY ACr RDAO VS' SR."r ACf RA1 A . A£S£RYARAY- Ot7C Htf6Y 64 RfMrA=' OEfO G" 6$ RALt' J7), NT;Rt REIEASF I P.tC£ J 7. FAAAAt-RFCEASE.061V TRACT T Df£D BA6X 176.. FACE 7142 80Rt' 00.. PAW 1242W ON INMW AIM? CCUNIY, IZOWA I �:. RAW COCAIrY,- RGIW©A rafAi Cr I — fes+kRtW{` crI ISUBJECT PARCEL I 1.47 ACRES l SO' 6JD£ ORIGINAL r ROAD R£SiM ✓A rION EAST (AI£ rRACr H OR16YNAL £ASI ROAD (I R�F,D D.nHAPSJ £ TRACTO NOR IH 50.00' JAI or WE souiH 80.00' AIV)ION44 RaW. " N89'48'42"O.Rerc 770, PC 2J71 I.R,Ca, FL. SECAAV URC 5rCD0N70 GRAPHIC SCALE SKETCH OF DESCRIPTiON I 'i° i ';___ moi° North IN FEET SKETCH; OF LEGAL DESCRlPl7a'V : Inch = 30 #t. •O OUNDA Y SURWY PLAT OF SURVEY FOR: INQIAI' RIVER COUNTY PROD: NQ V-029 -58TH-'ROW DATE: U8- 2.7-34 DWN..BY:' CHEL MERIMAN CKD. BY: S.?:TT. i AND SuRvEYoRS THIS PLAT AND REPORT ARE NOT VAIID 4ATHOUT THE SIGNATURE AND THE ORIGINAL 1711TNDIARRTYMVLA'U,SVIT&.301 RAISEO SEAL OF THE FLGRIUA REGISTERED SURVEYOR AND MAPPER NAMED HEREON YERO BEACH, FL.32960 L026DOS PHONE: 772.794.1213. F.�X: 7T3-744 106 YlHlCfl SIGNATURE AND SEAL ASAP DE FOUND AT THE ENO OF THE. ATTACHED REPORT. E-MAIL: Le69USPI)DELESOUTMNET `TRE PLAT AND REPORT ARE NOT FULL. AND COMPLETE YITHOUT ONE ANOTHER. 2 185 'EXHIBIT "C' TO DEVELOPER'S AGREEMENT (Page 2 of 2) SKETCH (21F LcOW DESCRIDT101V (NOT A -8U'RVrr-vl of Survey: (Project # 12­029— TYPE OF SURVEY: SKETCH OF DESCRIPTION — NOT A FIELD BOUNDARY SURVEY • THIS SURVEY PERF-O.RM8D BY: HOUSTON, SCHULKE. WILE & STQDDAR0..IN0.. -LBi#6905 d.b;a. 040*. LANG 'SURVEYORS 1.7I7.:INOIAN RIVER BOULEVARD.. SUITE 201 VERO SEAN,.FLORIDA 32960 .*PROFE55MAL SURVEYOR* -MAPPER IN RESPONSIBLE CHARM: CHARLES. H. k-ARCHARD, P.S.M#5755 Legal Description:. A-pbRTioN OF -SEPTI SECTION 20, TOWNSHIP 32 -SOUTH, RANGE 39 EAST, ACCORDING TO THELASTGENERAL PLATOFLANDS OFTHE INDIAN RIVER FARMS COMPANY isuBDIVISION, AS RECORDEDIN PLAT BOOK 2, PAGE 25, PUBUCRECORDS OFST:. 'LUCIE COUNTY*FLORIDA,LO .. NOW LYING AND: BEING IN INDIAN RIVER COUNTY, FLORIDA BEING MORE PARTICULARLY CULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE. NORTHEAST CORNER OF SECTION .20, TOWNSHIP 32 SOUTH. RA14GE 39, EAST; THENCE RUN S 00-1374 . "W (BASIS OF 9EARINGS).ALONG THE EAST LINE OF SAID SECTION 20,.A_ DISTANCE. OF 30;00 FEET; THENCE RUN S 89'4549"W. A DISTANCE OF'105.00 FEET TO THE: POINT OF BF -GINNING;: -THEN THENCE.. RUN 8 45-00'241S, A DISTANCE OF's6.34-FEET TO A POINT BEING S6.00 FEET!NEST OF THE AFORESAID EAST LINE OF SECTION 20; THENCE RUNS 00013'2*'Wo A DISTANCE OF 2504:62 FEET ALONG AL.INE 8 El N.G. 65.00. FEET WEST OF AND PARALLEL 'WITH THE -SAID EAST.LI NE OF SECTI ON:20; THENCE RUN N89748'42"E, A D . IS . TANCE OF 25= FEET TO A POINT BEING 40 1 00 FEET WEST OF THE EAST LINE OF SAID SECTION V; THENCE: RUN N 00°13'24"E ALONG A LINE BEING 40.00 FEET W . EST -OF AND PARALLEL WITH 8AI b EAST LINE OF SE&ION.20, &DISTANCE OF 2544.64 FEET. TO.A POINT BEING' 30._00 FEET SOUTH OF THE NORTH LINE OF SAID SECTION.204 THENCE RUN S 89'45.49!1W ALONG LINE BEING 30.00. FEET SOUTH- OF AND PARALLEL WITH THE NORTH LINE .OF SAID SECTION 20,.A DISTANCE OF 66.00 FEET TO THE POINT OF BEGINNING. NDPARCELbONtAl N ING. .1'..48. ACRES MORE; OR -LESS: L6gend & AbbreViatloiis: (sqmhdhl not sedeable PLS - PROFESSIONAL LAND.. SURVEYOR PSM - PROFESSIONAL SURVEYOR '& MAP -PER LB - LAND SURVEYING BUSINESS' C' CENTERLINE MEASURED VALUE: �pml PLATVALUE SKETCH: OF DESCRIPTION PLAT.OF' -SURVEY FOR: INDIAN RIVER MERIDIAN LANE) SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 . VERO BEACH, FL. 32960 LB06905 ]PRONE. 772-7944213.-F.9_X_ 777,794-1096 E-MAIL; LE6905nez BELLsoUTa..NEr* CR k/w. RO.C. P.me. - for -size) COUNTY ROAD RIGHT.,w WAY .OFFICIAL RECORD BOOK POINT.OF COMMENCEMENT POINT OF -BEGINNING SKEMH OF LEGAL DESCRIP770M. COUNTY .NOT A 80lINY SURLY IRIS SURVEY IS 14GT'bMV41HOUT M stmmuw� mp- w owmw RAtim SEAL or 'TK FWfiM_LfC0iMD SWjN�R ANO 14APPtft IT, .'W. . NW., ambS -A -BLAN&AR6; P.SA ,15755 186 .. . ... *L0 Q #Z PUBLIC .. AFFIDAVIT OF PUBLICATION,NOTree-PFe1% ,.'FfEARING. ...... . NOTICE it,HEREBY GIVEN that . ... .. the Board of County Commissioners - t Of Indian River County, Florida, willconduct O Public Hearing t0 `-` _ - .- ., ,... .: .. - - aisri�tt[jLllLj .. - consider amendment to a development ogreettnent Providence Point Vero Beach .. ...: iigi ryt1. [Va�,GR iia Development Location: B 49th Street and 53rd Street- -. ; .' ..,. - ,rawi4vxa � �aaaaa and West of 58th Avenue m 1 .:..: .. - River County, Florida - Proposed - #jp: Pionrred DevetopnMllR. Traditional .. .. ... OMM OF WISCONSIN. COUNTY ()f'"ORVM Neighborhood Mill. WVTND) -. .:. .. :..: . .... . Proposed Popol'::BnflrYt VM units per acre .. Proposed BuildingSAMwho :..:- `. Height: 35 feet Existing Building Intensity: None: - - -....-..•;._—--i--•- s�i�B '- --.. _.. protect site (s Macon+ Proposed (Maximum) Building Representative of the Indian River Press Jo urhe L tWO 57 Intensity: hotel rooms,, residential units, and 38,000 square feet News Tribe Stuar# N€ 3 ub1 Nim of corltntercial/mixed uses ues� ober will0 at 9:0 ,t pe .- - - Counties, 1•wiver/5t tude/Mart n Counties -Florida; OMthe attached a.m., or as soon thereafter as the be heard, in the County ... copy o1` advertisement, being a Legal Ad to the matter of matter may Commission Chambers located on the first floorof Building A of the Pub Public Notices, ces, was published on the Publicly accessible County Administrative Complex , 1801 27th Street, Vero Beach, websites of Indian R fr rCJ.tiCi IiLirlOtt+es, Flo, d Florida 32%0, at which time �tr't'omhePywiespectt , or in a newspaper r in IW p ia7Acp yitWy-tom: r resolution. The Proposed Amended and - Restated Developers Avreemew Between Providence Point Vero 11/06/1024 Beach. LLC and Indian River County may be inspected by the public duringregular business - hours (8:30 o. m. to 5:00 p.m., Monday through Friday) at the Aflaft+tfixter saysthat the webSit t!r ,,yr���s��,�res oerA Office of the Clerk to the Board of County Commissioners located on with all legal requirements for publication in chapter 50 the second floor of Building A of the County Administrative Complex, t l da Statutes. 1801 27th Street, Vero Beach, Florind: or alwnatively, the _ agreement may be inspected at Subscribed and sworn to before me, by the legal -deals, who www.indienriverv. Anyone who may 'am' to appeal any L� Is -personally known to mol, Qin 11/ - decision which mo v be made at this meeting will need to ensure that a verbatim record of the Proceedings - is mode, which includes testimony - - and evidence upon which the appeal - is basest. Anyone who needs a special Legal Cie accommodation for this meeting w: must contact the county's Americans With Disabilities Act - (ADA) Coordinator at 772-226-1223 at least 46 tours in advance of the ,_,l�ts;�-..:: Notmy, State of meeting. ! o aw;t�sfi INDIAN RIVER COUNTY BOARD - OF COUNTY COMMISSIONERS SUSAN ADAMS, CHAIRMAN N Publish: November C 8, 2024 TCN10753692 Publication kat: $. Tax AmountIi.Q Payment Cost 11499 Order No: Iff�2 Customer No 41 95 PO #: THM 18 NOT AN 1 W104mi . ... Pamir iA� leela>al- bCk ON i KAfTIYNr.... Notary Public:. State of Wtscohsin 1e 1 of 1: 187 io A-3 INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Board of County Commissioners THROUGH: John A. Titkanich, Jr., County Administrator PREPARED BY: Cindy Thurman, Senior Planner, Long Range Planning DATE: September 30, 2024 SUBJECT: Consideration of an Ordinance of Indian River County, Florida Amending the Zoning Ordinance, and the Accompanying Zoning Map for Approximately ±7.97 Acres from CG, General Commercial District to MED, Medical District (99070136-96957) [Quasi -Judicial] It is requested that the following information be given formal consideration by the Board of County Commissioners at its regular meeting on November 19, 2024. The Planning and Zoning Commission recommended approval of this item at the September 12, 2024, meeting. DESCRIPTION AND CONDITIONS The subject property consists of 7L7.97 acres located east of Highway US 1, south of 411 Street in a residentially mixed-use area. The applicant requests to rezone the subject property from CG, General Commercial District to MED, Medical District. The purpose of this request is to secure the zoning necessary to develop the site with uses permitted in the medical zoning district. The requested MED zoning designation is consistent with the subject property's C/I, Commercial/Industrial land use designation. Existing Land Use Pattern This area of the county features a blend of commercial and warehouse properties, residential areas, and undeveloped commercially zoned land, all lying within the Urban Service Area. The subject property is undeveloped. To the north lies another parcel of undeveloped commercially zoned land (CL), with the Lucaya Pointe subdivision (RM -6) located just to the northeast, across 41st Street. Adjacent to the eastern boundary is an undeveloped parcel zoned for MED use. The southern boundary is bordered by a developed commercial warehouse planned development (PD), which has direct access to Highway US 1. To the west of the subject property is a vacant parcel zoned for general commercial (CG) use. Zoning District Differences There are both similarities and distinctions between the existing CG district and the proposed MED district in terms of permitted uses. The purpose statements of these districts, as defined in the County's Land Development Regulations (LDRs), highlight the key differences: CG: General Commercial District. The CG, General Commercial district, is intended to provide areas for the development of general retail sales and selected service activities. This district is not intended for heavy commercial activities, such as industrial uses or heavy repair services. MED: Medical District. The MED, medical district, is intended to provide a variety of uses which support a major medical facility, and to protect such a major medical facility from encroachment by land uses which may have an adverse effect on the operation and potential expansion of the facility. Land uses that could cause an adverse effect would generally include those uses that are likely to be objectionable to neighboring properties because of noise, vibration, odors, smoke, amount of traffic generated, or other physical manifestations. Analysis The following analysis is per Chapter 902: Administrative Mechanisms, Section 902.12(3) which states that all proposed amendments shall be submitted to the Planning and Zoning Commission, which shall consider such proposals in accordance with items (a) through (k) of Section 902.12(3). Item A - Whether or not the proposed amendment is in conflict with any applicable portion of the land development regulations (LDRs). Staff cannot identify any conflicts with the proposed rezoning and any of the land development regulations. Item B - Whether or not the proposed amendment is consistent with all elements of the Indian River County Comprehensive Plan. The goals, objectives, and policies are the most important parts of the comprehensive plan. Policies are statements in the plan that identify the actions that the County will take in order to direct the community's development. As courses of action committed to by the County, policies provide the basis for all County land development decisions. While all comprehensive plan policies are important, some have more applicability than others in reviewing rezoning requests. Of particular applicability for this request are Future Land Use Element Policies 1. 17, 1.18, and 1.43. Future Land Use Element Policies 1.17 and 1.18 Future Land Use Element Policy 1.17 states that all commercial/industrial uses must be located within the County's Urban Service Area. Future Land Use Element Policy 1.18 states that the commercial/industrial land use designation allows uses, subject to applicable zoning district regulations, that include business and personal services, multiple family, retail, office, and storage/warehousing uses. 2 Since the subject property is located within the County's Urban Service Area and the requested MED district is intended for uses permitted within the commercial/industrial land use designation, the request is consistent with Future Land Use Element Policies 1.17 and 1.18. Future Land Use Element Policy 1.43 Future Land Use Element Policy 1.43 provides criteria that the Board of County Commissioners may use to determine whether or not a proposed zoning district is appropriate for a particular site. Below are the specific rezoning criteria from Policy 1.43, the MED zoning district, and staff determinations of how the criteria have been met in Table 1. Table 1 SUBJECT PROPERTY Proposed Medical (MED) Zoning District Review Criteria Meets Comments Criteria? 1. Within Commercial/Industrial Yes Within a designated node. Close proximity to nodes containing hospitals and Indian River Medical Center and 37th Street. major medical facilities 2. Separated from industrial Yes Surrounded by commercial uses or areas commercially designated property. Item C - Whether or not the proposed amendment is consistent with existing and proposed land uses. The proposed amendment for the subject property is designated C/I, Commercial/Industrial on the Future Land Use Map. Since MED zoning is allowed in the C/I designation, the proposed zoning district is consistent with the Future Land Use Map designation. Item D - Whether or not the proposed amendment is in compliance with the adopted county thoroughfare plan. The subject property's main access is from 41St Street. Classified as an urban collector on the County's future roadway thoroughfare plan map, 41 st Street is a two-lane road with approximately 100 feet of public road right-of-way. Highway US 1 is adjacent and is a major arterial roadway. No improvements to this road are currently programmed. Item E - Whether or not the proposed amendment would generate traffic which would decrease the service levels on roadways below the level adopted in the comprehensive plan. The proposed rezoning request's Traffic Impact Analysis (TIA) was reviewed and approved by Traffic Engineering Division staff. That analysis showed that all roadway segments within the area of influence would operate at an acceptable level of service with the most intense use of the property under the proposed zoning district. In fact, the proposed MED zoning district will result in a lower trip generation potential compared to the existing CG zoning designation. 3 Item F - Whether or not there have been changed conditions which would warrant an amendment. Economic conditions in the area have evolved, making it increasingly suitable for uses permitted within the MED district. This is particularly due to the existing MED zoning directly to the east of the subject property. Item G - Whether or not the proposed amendment would decrease the level of service established in the comprehensive plan for sanitary sewer, potable water, solid waste, drainage, and recreation. Based upon the analysis conducted by staff it has been determined that all concurrency -mandated facilities, including, stormwater management, solid waste, water, wastewater, and recreation have adequate capacity to accommodate the most intense use of the subject property under the proposed rezoning. Per Indian River County LDRs, the applicant may be required to pay connection and other customary fees and comply with other routine administrative procedures. If approved, rezoning does not guarantee any vested rights to receive water and wastewater treatment service. As with all development, a more detailed concurrency review will be conducted during the development review process. As per section 910.07 of the County's LDRs, conditional concurrency review examines the available capacity of each facility with respect to a proposed project. Since rezoning requests are not development projects, County regulations call for the concurrency review to be based upon the most intense use of the subject property allowed within the requested zoning district. For commercial rezoning requests, the most intense use of a property varies with the zoning district. In the case of CG zoned property, the most intense use (according to County LDRs) is retail commercial with 10,000 square feet of gross floor area per acre. For the MED rezoning request, the most intense use is medical office with 10,000 square feet of gross floor area per acre. The site information used for the concurrency analysis is as follows: 1. Size of Area to be Rezoned: 2. Existing Zoning District: 3. Proposed Zoning District: 4. Most Intense Use of Subject Property Under Existing Zoning District: 5. Most Intense Use of Subject Property Under Proposed Zoning District: 0 17.97 acres CG, General Commercial District MED, Medical District 79,700 square feet of Retail Commercial 79,700 square feet of Medical Office Item H - Whether or not the proposed amendment would result in significant adverse impacts on the natural environment. The subject property is currently vacant and densely vegetated. Prior to development, the site will be reviewed by County Environmental staff for tree preservation requirements and any other indicators that the property contains any land designated by the State of Florida or the U.S. Federal Government as environmentally sensitive or protected land, such as wetlands or sensitive uplands. Rezoning the site is anticipated to have no adverse impacts on environmental quality. When development is proposed for the subject site, a more detailed environmental analysis based on the site-specific development proposal will be conducted. Item I - Whether or not the proposed amendment would result in an orderly and logical development pattern, specifically identifying any negative effects on such pattern. The rezoning from CG to MED will facilitate a more orderly and logical development pattern in this area. By aligning the zoning with the existing and proposed land uses in the surrounding vicinity—particularly the adjacent MED -zoned parcel and the nearby commercial and residential developments—the rezoning supports a cohesive land use strategy. This transition is in harmony with the broader urban design goals of the County, promoting a well -integrated mix of uses that support community health and wellness. Item J - Whether or not the proposed amendment would be in conflict with the public interest and is in harmony with the purpose and interest of the land development regulations. The rezoning request is in harmony with the public interest and the purpose and intent of the land development regulations. It aligns with the regulatory framework designed to protect the public interest, ensure compatible land uses, and promote orderly growth. No adverse effects on public welfare have been identified. Item K - Any other matters that may be deemed appropriate by the planning and zoning commission or the board of county commissioners in review and consideration of the proposed amendment, such as police protection, fire protection, and emergency medical services. Based upon the analysis conducted by staff, it has been determined that all concurrency -mandated facilities, including police protection, fire protection, and emergency medical services, have adequate capacity to accommodate the most intense use of the subject property under the proposed rezoning. CONCLUSION The proposed rezoning from CG to MED is consistent with the County's Comprehensive Plan and LDRs and is also strategically beneficial for the community. It supports the continued development of a vital medical hub, meets current and anticipated land use needs, and does so in a manner that is environmentally responsible and infrastructure compatible. The rezoning request thus represents a well -considered and necessary step in the County's planning process, warranting approval. .RECOMMENDATION Based on the analysis, staff and the Planning and Zoning Commission recommend that the Board of County Commissioners approve this request to rezone the subject property from CG to MED. ATTACHMENTS 1. Zoning Map 2. Future Land Use Map 3. Rezoning Application 4. Draft Ordinance NIMBV ENGINEERING, INC. MOIA BOWLESVILLAMIZAR & ASSOCIATES www.mbveng.com CA #3728 November 13, 2024 Ms. Cindy Thurman, Senior Planner Indian River County Planning 1801 27th Street Vero Beach, FL 32960 Subject: Schwerin Rezoning 99070136-96957 Indian River County, Florida Engineer's Project Number: 24-0034 Dear Ms. Thurman, Please consider this our formal request for a continuance of this matter from the November 19, 2024, Board of County Commission to the January 14, 2025, meeting. There were unforeseen circumstances that will prevent my client from being able to be present at the November 19th agenda. I realize at the meeting, the Board will have to consider the continuance request and I will emphasize the delay is from our side of the equation. I will be in attendance on November 19th to address the Board but respectfully request a continuance in this matter. Sincerely, Rebecca Grohall, AICP Project Manager 1835 20th Street 1250 W Eau Gallie Blvd., Unit H 806 Delaware Avenue Verb Beach, FL 32960 Melboume, FL 32935 FL Pierce, FL 34950 772.569.0035 321.253.1510 772468,9055 Fax: 772.778.3617 Fax 321.253.091 1 Fax 772.778.3617 Randi Wardlow From: Sheila Votzi <svotzi@indianriver.gov> Sent: Thursday, November 14, 2024 9:09 AM To: CBCC-Mail Cc: Sheila Votzi; Chris Baiter; Kim Moirano Subject: FW: [External] Requested continuance Attachments: 2024-11-13 request for continuance.pdf The attached was received late yesterday. Sheila S. Votzi Executive Assistant to the County Administrator Board of County Commission Indian River County, Florida 180127 th Street • Vero Beach • 32960 Direct: (772) 226-1408 From: Nancy Bunt <nbunt@indianriver.gov> Sent: Wednesday, November 13, 2024 9:18 PM To: Sheila Votzi <svotzi@indianriver.gov>; Chris Baiter <cbaiter@indianriver.gov> Subject: Fw: Requested continuance Sheila: FYI Nancy A. Bunt Indian River County Assistant County Administrator From: Chris Baiter <cbalter@indianriver.gov> Sent: Wednesday, November 13, 2024 4:47 PM To: John Titkanich <ititkanich@indianriver.gov> Cc: Nancy Bunt <nbunt@indianriver.gov>; Susan J. Prado <sprado@indianriver.gov>; Jennifer Shuler <jshuler@indianriver.gov> Subject: FW: Requested continuance Good Afternoon John, Just wanted to make you aware that I just received an email from the applicant's representative for Legistar item 24-0830 to be continued. Ordinance of Indian River County, Florida Amending the Zoning Ordinance, and the Accompanying Zoning Map for Approximately ±7.97 Acres from CG, General Commercial District to MED, Medical District (99070136-96957) [Quasi -Judicial] Director of Planning & Development Services Indian River County, Florida 1801 27th Street • Vero Beach • 32960 Direct: (772) 226-1250 To see a world in a grain of sand And a heaven in a wild flower, }Mold infinity in the paten of your hand, And eternity in an hour. -William Blake - From: Rebecca Grohall <rebeccag@mbveng.com> Sent: Wednesday, November 13, 2024 4:10 PM To: Chris Balter <cbalter@indianriver.l;ov> Subject: Requested continuance Hi Chris — Here's our written request. Thank you for the call today and your time on this. Rebecca Grohall, AICP Senior Planner/Project Manager MBV Engineering, Inc. 1835 20th Street - Vero Beach, FL 32960 P: 772.569.0035 - F:772-778-3617 RebeccaG@mbveng.com - www.mbveng.com --Warning-- This email was sent to you by someone outside of the Clerk's Office. Beware that any link or attachment that youopen may cause harm to the organization and should be handled with extreme caution. --Warning-- 2 )D A-3 ' ''ihi;tlgitfgiRY tits had enough hours to muster out itmfee. e,. llonly before Christmas 1945. could CIYt blahSoth he and his wife. 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Scott, theyouriastofMsfaurchildren, 'We patrolled off Chesapeake Bay, much," adding that the National Die- Tiunhedtdhagain. befste Johnson moved to the driving. watching for aubmerines or anything a bled Veterans GolCUrde'has ambled of don't think Poe lost it yet,' said range. that mild sink our shipping,' ho said him to de, to twice." 1061 INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSION 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 102.11(3): limit remarks to three minutes unless additional time is granted by the commission NAME OF INDIVIDUAL OR ORGANIZATION: Taxpayers Association President Lunceford 4340 12th Lane, Vero Beach FL 32966 PHONE: 7723217273 ADDRESS: Fiscal Responsibility demonstrated by County SUBJECT MATTER FOR DISCUSSION: IS A DIGITAL/ELECTRONIC PRESENTATION PLANNED? YES WHAT RESOLUTION ARE YOU REQUESTING OF THE COMMISSION? No resolution ARE PUBLIC FUNDS OR ACTIVITIES REQUIRED? WHAT FUNDS OR ACTIVITIES ARE REQUIRED TO MEET THIS REQUEST? For IRC Staff only: Transmitted to Administrator Via: Interactive Web Form E -Mail Hand Delivered Phone 0 dollars D YES VO INTERIM COUNTY ADMINISTRATOR: Michael Zito MEETING DATE: 11/19 188 INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSION 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 102.11(3): limit remarks to three minutes unless additional time is granted by the commission Name of individual or organization: Bill Rigby 8465 59th Avenue 501-4753 Address: Phone: Federal and State Funding Procurement Laws Subject matter for discussion: Is a digital / electronic presentation planned? 71 YES NO What resolution are you requesting of the Commission? Are public funds or activities required? F-1 YES Fv] NO What funds or activities are required to meet this request? Please submit your request to speak in one of the following ways: • E-mail - Download, fill in, save, and e-mail form to: tcournoyerpindianriver.gov • Fax - Download, fill in, print, and fax to: 772-226-1819 • In person - Download, fill in, print, and deliver to: Indian River County Administrator's Office - County Administration Building A (South) 1801 27th Street Vero Beach, FL. 32960 • Mail - Download, fill in, print, and mail to: Indian River County Administrator's Office - 1801 27th Street Vero Beach, FL. 32960 For IRC Staff only below this line: Transmitted to Administrator Via: E -Mail _1__l_ Phone Fax F-1 Mail Hand Delivered Meeting Date: 189 Jennifer W. Shuler, County Attorney Susan J. Prado, Deputy County Attorney Christopher A. Hicks, Assistant County Attorney /0q PUBLIC NOTICE ITEM: 11/19/2024 LEGISLATIVE Office of INDIAN RIVER COUNTY MEMORANDUM To: Board of County Commissioners Through: John Titkanich, County Administrator From: Jennifer W. Shuler, County Attorney Date: November 19, 2024 ATTORNEY RE: Public Notice of a Public Hearing for December 3, 2024, to Consider an Ordinance Imposing An Additional Cent of Tourist Development Tax The Board of County Commissioners will hold a Public Hearing on Tuesday, December 3, 2024, at 9:05 a.m. or as soon thereafter as the matter may be heard, to consider adoption of the following: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, AMENDING PARTS OF SECTION 210.01 (TAXING DISTRICT AND LEVY) AND SECTION 210.03 (AUTHORIZED USES OF REVENUE) OF CHAPTER 210 (TOURIST DEVELOPMENT TAX) OF THE CODE OF INDIAN RIVER COUNTY, FLORIDA IN ORDER TO ADD AN ADDITIONAL CENT OF TOURIST DEVELOPMENT TAXES; AND PROVIDING FOR CODIFICATION, SEVERABILITY, REPEAL OF CONFLICTING PROVISIONS, AND AN EFFECTIVE DATE. The public hearing will be held in the County Commission Chambers located on the first floor of Building A of the County Administrative Complex, 1801 27th Street, Vero Beach, Florida 32960. /cm 190 15'NI INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Board of County Commissioners THROUGH: John A. Titkanich, Jr., County Administrator PREPARED BY: Chris Balter, Planning & Development Services Director DATE: November 6, 2024 SUBJECT: Gifford Neighborhood Plan (GNP) Status Update It is requested that the data herein presented be given formal consideration by the Board of County Commissioners at its regular meeting of November 19, 2024. BACKGROUND: In 1999, the Board of County Commissioners (BCC) created a task force to identify issues that existed in Gifford and to make recommendations regarding those issues to the BCC. That direction was primarily driven by coordination with the Progressive Civic League of Gifford (PCLG) and Gifford residents, and the effort culminated in the preparation of the original Gifford Neighborhood Plan (GNP). The original GNP was presented to the BCC on September 17, 2002. About a decade later, County staff worked with Gifford residents in preparing an update to the GNP, which was then adopted by the BCC on July 15, 2014. Both endeavors involved numerous workshops and public meetings, and gathered significant public input from the PCLG, Gifford residents, and other key stakeholders and special interest groups. While most of the action items identified in the 2002 and 2014 GNPs have been completed, there are still a few large-scale projects that have not been completed. Also, there are recurring/ongoing action items that should be held/completed on a more consistent basis. ANALYSIS: Generally, actions in the 2014 GNP are currently in three separate statuses/positions. The first status is for recurring/ongoing action items, the second status is for large-scale action items from the 2014 GNP that have not yet been completed, and the third status is consideration of an entirely new plan update. ➢ Recurring/Ongoing Action Items: Many of the action items identified in the 2014 GNP are recurring/ongoing action items, such as educational workshops, meetings with specific groups, a housing fair, or periodic maintenance of roadway and drainage facilities. Most of these action items were intended to occur either monthly, quarterly, or annually. While some of the recurring action items have been held/completed on a consistent basis, others have been discontinued or otherwise cancelled due to changes in staff, limited resources, or other reasons. C:\Granicus\Legistar5\L5\Temp\b4f29c88-3f4a-4234-89de-525f7ef40c79.docx Page 1 of 4 191 Staff recommends that all recurring action items be revisited by each respective department or responsible party, evaluated for need and occurrence timeframe (monthly, quarterly, or annually), and resumed immediately as needed. ➢ Large -Scale Action Items: Most of the large-scale action items identified in the 2014 GNP were multi -faceted physical improvement projects such as sidewalk projects or drainage improvements. Foremost among the infrastructure projects was the 45th Street "Main Street" beautification project from US 1 to 43`d Avenue, which was completed in 2019. The beautification project included culverting the canal along the south side of 45th Street, widening shouldersibike lanes, constructing a sidewalk along the south side of 45th Street (the north side sidewalk was already existing), and adding hardscape/landscape enhancements. Other large-scale action items that have been completed to date include sidewalks, drainage improvements, park/playground improvements, street lighting, and modifications to Land Development Regulations (LDRs). At this time, three large-scale action items have not been completed. Those three items are listed below, along with a status update for each item: 1. Action 7.3 — By 2018, the County Public Works Department will repair, connect, and construct the sidewalk along 45th Street, from 43rd Avenue to U.S. #1, and by 2021, along 45th Street from 43rd Avenue to 58th Avenue, where necessary right-of-way is available (has been acquired). The County will seek to install segments of a 45th Street sidewalk between 43rd Avenue and 58th Avenue prior to 2021. Status Update: The 45th Street sidewalk from US 1 to 43rd Avenue has been completed, but the sidewalk from 43rd Avenue to 58th Avenue has not been constructed. Only a small portion of this one -mile segment of 45th Street has sufficient right-of-way available for a sidewalk. Because of these constraints, the County explored culverting the drainage canal along the south side of 45th Street to provide sufficient right-of-way. Due to the considerable cost and complexity associated with enclosing one mile of an open canal, assistance was sought from the Florida Department of Transportation (FDOT) through the Metropolitan Planning Organization (MPO). At its June 14, 2023 meeting, the MPO Board ranked 45th Street as its highest priority project. In the fall of 2023, FDOT added 45th Street to its Five -Year Work Program with a feasibility study/design beginning in FY 2025/26. Because the cost of enclosing the canal is significantly greater than a sidewalk, the project scope was modified to reconstruct this segment of 45th Street as a Complete Street with sidewalks, bike lanes, and bus stop improvements along both sides of the street (similar to the 45th Street beautification project east of 43rd Avenue). Turn lane improvements at the 45th Street/58th Avenue intersection are also included in the $20 million project. 2. Action 7.4 — By 2024, the County Public Works Department will repair, connect, and construct a sidewalk along 41st Street from 58th Avenue to U.S. #1, and a sidewalk along 49th Street from Fire Station 12 to U.S. #1, where necessary right-of-way is available (has been acquired) and adequate funding has been obtained. Status Update: At this time, approximately one mile of sidewalk remains to be constructed along the north side of 41st Street from east of 38th Avenue to US 1. Along C:\Granicus\Legistar5\L5\Temp\b4f29c88-3f4a-4234-89de-525f7ef40c79.doex Page 2 of 4 192 49th Street, approximately 0.7 miles of sidewalk remain to be constructed from Fire Station 12 to US 1. The MPO recently updated its Bicycle and Pedestrian Master Plan, and both the 41 st Street and 49th Street sidewalks were identified as being among the top sidewalk priorities in the county. As a result, both sidewalk projects are eligible to be funded through the MPO's Transportation Alternatives Program, which has an annual project application deadline of March 1st each year. MPO staff will coordinate with Public Works to prepare project applications for both sidewalk projects in the next application cycle. 3. Action 8.5 — By 2022, the Progressive Civic League of Gifford will coordinate with property owners along 32nd Avenue north of 43rd Street, and 35th Avenue north of 45th Street, to obtain commitments for right-of-way donations so that those roads can be considered for dedication to and acceptance by the County for improvement and maintenance. Action 8.6 — By 2020, the County Public Works Department will pave 32nd Avenue north of 43rd Street, and 35th Avenue north of 45th Street if needed rights-of-way are donated to and accepted by the County and adequate funding for paving has been obtained. Status Update: Both 32nd Avenue and 35th Avenue are unpaved roads that are not located within a public or private right-of-way. Both roads were created prior to 1973, when the County's land development regulations were modified to require streets to be located within a right-of-way (ROW) while also prohibiting the creation of new landlocked parcels. Currently, each road cuts across numerous private properties, and there does not appear to be sufficient width to accommodate a formal ROW scenario. Therefore, staff should coordinate with various private property owners to consider an acceptable alternative scenario that still provides a better and more consistent stabilized travel way. ➢ Entirely New Plan Update: It has now been a little of 10 years since the 2014 GNP update. Therefore, staff recognizes that an entirely new plan update would be appropriate, and the updated plan should include all relevant recurring/ongoing action items, the above -referenced large-scale action items that have not yet been completed, and any new action items that result from the new plan update. RECOMMENDATION: Staff recommends that the Board of County Commissioners consider the provided Gifford Neighborhood Plan status update and direct staff to proceed with the following initiatives: 1. Each department and responsible party shall review all recurring and ongoing action items, evaluate the necessity of each item, determine the appropriate frequency for their occurrence (monthly, quarterly, or annually), and promptly resume them as appropriate. 2. Staff shall continue to work on completing the large-scale action items that have not yet been completed. C:\Granicus\Legistar5\L5\Temp\b4f29c88-3f4a-4234-89de-525f7ef40c79.docx Page 3 of 4 193 3. Staff shall initiate the process for an updated GNP to ensure alignment with current community needs and priorities. The update will include: A. All remaining large-scale projects and recurring/ongoing action items that require attention. B. New issues and goals identified through community engagement, ensuring that the updated plan is comprehensive and future -oriented. C. Collaborating closely with the Progressive Civic League of Gifford (PCLG), residents, and other stakeholders to identify emerging needs and opportunities in the Gifford area. 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M N d cd Cd 42.1 Cd 0 O Uod + U 'C ed 'b y y tb0 N �- 0 O� 14y y 00 0 cd 4- _�rCd vNiCd f bA ren U ,C � a 0 O bA N bA i cd �' 'w o U �� � O CtsQ O Q+ 1:4 'C o o C.) -dA�a��• �� � o a -d Qa�,-s Y pq o c a� -� o 0 o U Cd v Z o �; o v 0to O ic 'oO O�" oh EA �4 o U, N-0 0 0 o cA� Ov.��N� LL 3,0rA Urs. o 06 z U Od c�' �> C) � bA C . cq It It F 0 0 0 N N N Up O � 0 0 0 O O 0 0 > 0 0 cd a� cn O w ed = O Id O F ram a�z ave 0 0 v to �o 00 00 [� 00 N C N 11119/2024 Item 12.H.1. ►ON JULY 15, 2014) THE BOARD OF; NAY COMMISSIONERS APPROVED THE UPDATE IFFORD NEIGHBORHOOD PLAN (GNP) -CULMINATION OF 11 PUBLIC MEETINGS - NUMEROUS COUNTY STAFF AND AGENCIES INVOLVED W DEVELOPING THE PLAN AND IMPLEMENTING THE ACTT 11/19/2024 Item 12.H.1. GNP Contains 15 Objectives and 82 Actions • EACH OBJECTIVE HAS SPECIFIC ACTION ITEMS • EACH ACTION ITEM ADDRESSES THE WHO, WHAT, £t EACH ACTION INCLUDES A DUE DATE GNP OBJECTIVE AND ACTION ITEM INCLUDE: POLICY - COMMUNICATION - HOUSING - ECONOMIC DEVELOPMENT INFRASTRUCTURE - STREETS, SIDEWALKS, PARKS, ETC I- PROJECTS GNP -RELATED PROJECTS ARE INCLUDED IN THE CIE Current GNP Status update Three Statuses: • Recurring/ Ongoing Action Items • Large -Scale Action Items (Incomplete) • Proposal for an Entirely New Plan Update s` �r Recurring/ Ongoing Action Items, Nature of Actions: • Educational Workshops • Meetings with specific groups • Housing Fairs • Maintenance of roadways and drainage facilities Current Status: Some actions are consistently completed 1 Others have been discontinued due to staff changes or limite 11/19/2024 Item 12.H.1. 4 zi/xg�2oz4 Item 12.H.1. Recommendations for Recurrin Actions Departments / Responsible Parties Should: • Revisit all recurring / ongoing action items • Evaluate the need and frequency (monthly, quarterly, an • Resume activities immediately as needed Large -Scale Action Item Completed Projects: • 45th Street "Main Street" Beautification U51 to 43rd Avenue • Sidewalks, drainage improvements • Park/playground improvements • Street lighting • Modifications to Land Development Regulations (LDRs) Pending Projects: Action 7.3: 45th Street Sidewalk Extension (43rd to 58th ; Action 7.4: Sidewalks on 41 st and 49th Streets Actions 8.5 Et 8.6: Improvements on 32nd and 35th venue Action 7.3: 45th Street Sidewalk Extension Status Update: • Sidewalk from US 1 to 43rd Avenue completed • 43rd to 58th Avenue segment not constructed due to right-of-way issues • County explored culverting the drainage canal along 45th Street Future Plans: • FDOT added project to Five -Year Work Program • In 2023, the MPO identified this project as the number one priority in their adopted list of priority projects • Feasibility study/design to begin in FY 2025/26 • Project scope includes: -Complete Street reconstruction ? -Sidewalks, bike lanes, bus stop improvements i ?' -Turn lane improvements at 58th Avenue Estimated cost: $20 million Action 7.4: Sidewalks on 41st and 49th Streets Status Update: • 41 st Street: -One mile of sidewalk needed (38th Avenue to US 1) • 49th Street: -0.7 miles of sidewalk needed (Fire Station 12 to US 1) Future Plans: • Identified as top priorities in MPO's Bicycle and Pedestrian Mas • Eligible for funding through MPO's Transportation Alternativ • Project applications to be prepared by March 1st deadline 11/19/2024 Item 12.H.1. 6 11/19/2024 Item 12.H.1. Actions 8.5 Et 8.6: 32nd and 35th Avenues Improvements Status Update: • Both avenues are unpaved without formal right-of-way • Roads cut across multiple private properties • Insufficient width for standard right-of-way Next Steps: • Staff Et PCLG to coordinate with property owners • Explore alternative solutions for stabilized travel ways Rationale: • Over 10 years since the last update • Need to align with current community conditions, ne priorities Objectives: • Incorporate all relevant recurring and large-scale action i • Identify new action items through community engagemen • Ensure the plan is comprehensive and future -or nted 11/19/2024 Item 12.H.1. Recommendations Staff recommends the Board of County Commissioners consider the provided Gifford Neighbo d Flan status update and direct staff to proceed with the following initiatives: 1. All recurring/ongoing action items shall be revisited by each respective department or nsible party shall revisit all recurring/ongoing action items, evaluated for need and occurrence time 't-ame (monthly, quarterly, or annually), and immediately resumed as needed. 2. Staff shall continue to work on completing the large-scale action items that have not yet been completed. 3. Staff shall initiate the process for an updated GNP to ensure alignment with current community needs and priorities. The update will include: A. All remaining large-scale projects and recurring/ongoing action items that require attention. B. New issues and goals identified through community engagement, ensuring that the updated plan is comprehensive, implementable, and future -oriented. C. Collaborating with the Progressive Civic League of Gifford (PCLG), residents, and other stakeholders to identify emerging needs and opportunities in the Gifford area. a �, :� Departmental Item Indian River County, Florida Department of Utility Services Board Memorandum Date: November 4, 2024 To: Indian River County Board of County Commissioners Through: John A. Titkanich, Jr., County Administrator Sean C. Lieske, Director of Utility Services From: Howard G. Richards, PE, Manager— Capital Projects Prepared by: Harrison Youngblood, PE, Utilities Engineer Subject: Adoption of Indian River County Department of Utility Services Water, Wastewater & Reuse Water Utility Construction Standards, December 2024, IRCDUS Project ID 00.23.543 Background: Given that industry construction standards are constantly changing, an update to the Indian River County Department of Utility Services (IRCDUS) Water, Wastewater & Reuse Water Utility Construction Standards (Standards) is essential to stay in conformance with regulatory agencies, as well as conforming to guidance from established industry groups such as the American Water Works Association (AWWA). On May 21, 2019, the Indian River County Board of County Commissioners (BCC) approved the current version of the Standards — May 2019 (2019 Standards). Infrastructure dedicated to IRCDUS with updated changes will be of a quality that will potentially minimize future maintenance and replacement costs. In so doing, new facilities accepted by IRCDUS will not burden existing customers due to premature failure. Additionally, the procedures contained in the updates provide a detailed description of IRCDUS administrative requirements. This allows projects to be completed as expediently as possible and permits staff to treat all new projects/customers in a uniform and non- discriminatory manner. Staff evaluates new products and solicits input from product manufacturers and accepts those with merit. Incorporating this kind of change offers a clear and consistent guideline to a contractor providing building services in the County. Similarly, for Utility Inspectors, the Standards provide minimum acceptable installation requirements. Ultimately, IRCDUS customers benefit from a reliable system. On September 13, 2022, the BCC approved Work Order No. 8 (WO 8) to Bowman Consulting Group, LTD. (Bowman) under its consultant's continuing competitive act (CCNA) 2018 contract to assist with the review process and complete the updates deemed necessary to the 2019 Standards. On January 23, 2024, the BCC approved Amendment 1 to Bowman Consulting Group, LTD. Amendment 1 to WO 8 was deemed necessary by IRCDUS staff to update certain portions of the Standards related to lift stations including bonding ring grounding and as-builts/record drawing submittals. Page 1 of 2 203 Analysis: IRCDUS Engineering and Operations staff, along with Bowman consultants, reviewed the 2019 Standards and began working to complete a mostly administrative set of revisions, which is to become the new Utility Construction Standards — Dec 2024 (2024 Standards). IRCDUS requested Bowman to review and revise the 76 AutoCAD (.dwg) files for the standard drawings to conform to a standard template. Drawing elements (i.e.: text, objects, dimensions, hatching, etc.) will be moved to appropriate layers. The appearance of the drawing elements will thus be uniform throughout the detail set. Bowman met with IRCDUS staff multiple times throughout the project and jointly reviewed the ongoing mark-ups of the 2019 Standards. The drawings and specifications were revised to correct errors, clarify construction requirements, and to better align with IRCDUS mission. The draft of the 2024 Standards was posted online for public comment on the Demand -Star website on September 9, 2024, as well as emailed out to 2,097 recipients registered on the site. The 30 -day window for comments ended on October 7, 2024. No public comments were received during the review period. The intent and technical integrity of the document provides a minimum standard and serves as a guide for the construction of water, wastewater, and reclaimed water facilities and infrastructure. A list of the 2024 Standards revisions is documented in Attachment A. When approved, the revised standards will be posted on the IRCDUS website and will be available to the public for downloading in a portable document format (PDF). Funding: No funding is required for this agenda item. Recommendation: Staff recommends that the Indian River County Board of County Commissioners approve the adoption of the Indian River County Department of Utility Services Water, Wastewater, and Reuse Water Utility Construction Standards — December 2024, as presented. Attachment: 1. Attachment A —List of Revisions 2. IRCDUS Utility Construction Standards— Dec. 2024 Page 2 of 2 204 Melbourne Office 4450 W Eau Gallie Blvd., Suite 144, Melbourne, FL 32934 Phone: (321) 255-5434 www.bowmanconsulting.com June 30, 2023 Standard Const Details and Spec Updates W-1 • Standardized font/hatches formatting • Included detail for hydrant across the street from water main W -1A • Standardized font/hatches formatting • Changed title to "Valve Notes" • Moved appropriate notes to FHA notes W-2 • Standardized font/hatches formatting • Added "& wire port" to callout at top of page • Added clear zone • Revised callout to "Pumper Nozzle to 18" above finished grade measured to center of nut" • Showed gap/raise flange at fire hydrant • Installed hydrant to "bury line" • Added wire port (see markup) • Revised note callout to correct note (note 11 to note 9) W -2A • Standardized font/hatches formatting • Revised note 2 "...minimum of 18" above..." • Revised note 11, 3rd sentence, to "Breakaway flanges shall be 4" above housekeeping pad or manufactured specification". • Added 4 FHA notes (3,6,7, and part of 9) from W -1A (13 total notes) • Revised note 1 "Guards" to "Bollards" • Deleted note 4 • Deleted note 10 W-3 • Revised "2" HDPE to "2" Poly-Pexa" • Added a corp stop where noted • Revised note 6, "from 4'-6" to "4' to 6"' • Standardized font/hatches formatting W-4 • Added trace wire • Increase radius/sweep of water service Melbourne Office 4450 W Eau Gallie Blvd., Suite 144, Melbourne, FL 32934 www.bowman.com 205 • Standardized font/hatches formatting W -4A • Standardized font/hatches formatting • Increased radius/sweep of water service W-413 • Standardized font/hatches formatting • Revised note 4, remove "Diameter' in both instances • Revised note 11, removed "Pre -Plumbed" and removed parenthesis around "enclosed" • Revised note 10, "ERU" to "Equivalent Residential Unit (ERU)" • Revised note 13 to add drawing title W -S • Standardized font/hatches formatting • Added lid to meter box • Removed "Heavy Duty" and "Radio Read" W -SA - Removed Sheet W-6 • Revised callout leader for "1 1 1/2"0 Pex-A Service Lateral" per markup • Added callout "1" PEX-A • Revised callout to "PEX-A Water Service" • Standardized font/hatches formatting W -6A - Standardized font/hatches formatting, no changes W-7 - Standardized font/hatches formatting, no changes W-8 • Delete note 5 and replaced reference to note 5 with note 1 • Standardized font/hatches formatting • Revised "Water Main or Service" to "Water Main" W-9 • Revised note 1 • Delete note 5 (8 total notes now) • Standardized font/hatches formatting W-10 • Revised callout at top left of elevation to "One Section D.I.P. Required On Upstream bowman.com 206 Side Of Check Assembly" • Added "(FIRE MAIN SERVICE) to title block • Added wire port • Revise callout to "MJ Spool" on both sides • Added callout "MJ" on both sides • Revise callout at bottom right of page to "Fire Main By Others" • Standardized font/hatches formatting • Revised callout "IRCDUS Customer Piping" to "Customer Piping" W -10A • Revised note 1 "detector" to "double detector" • Revised note 3 to update URL • Revised note 6 to cut "flanged ductile iron" • Added "(Fire Main Service) to title block • Standardized font/hatches formatting W-11 • Moved unions outside of valves • Revised note 1 • Added parentheses around RPZ in title block • Cleaned up unions • Standardized font/hatches formatting W-12 • Standardized font/hatches formatting • Deleted callouts "Flanged x Connecting M.J. Spool" • Callout in elevation view referencing note 1 changed to note 9 • Removed "Flanged Pipe and Fittings (2 R'QD TYP) W -12A • Revised note 4 "device" to "assembly" • Revised note 9 "type of meter' to "meter" and "approved by IRCDUS" to "per APL and approved by IRCDUS" • Standardized font/hatches formatting W-13 • Revised note at bottom to only mention W-13 A and "note 9" instead of "note 10" • Standardized font/hatches formatting W -13A • Revised note 10 to remove "the contractor shall have RPZ tested" �n bowman.com 207 • Revised note 11, "diameter' to the symbol and "the Utility Company" to "IRCDUS" • Revised note 13, "FDEP" to "FDEP and the Director of IRCDUS" S-1 • Revised cover min -max to 24"-36" • Deleted 2' cover dimension • Revised painted marker material to "Plastic/PVC Painted Green" • Revised callout to "SIDEWALK (SEE DRAWING S-3 AND S -3A, NOTE 6)" • Standardized font/hatches formatting • Revised "branches" to "branch" • Revised "note 9" to "note 7" S-2 • Deleted gravel hatch • Matched all hatch to "sand bed" hatch and labeled it "sand bed" • Standardized font/hatches formatting • Revised "note 8" to "note 9" • Revised "note 4" to "note 2" • Revised "DWG" to "Drawing" S-3 • Added easement • Revised callout "Customer Responsible For Riser and Cleanout" • Revised callout "45deg Bends For Pipe (Typical), Customer Responsible, For Construction of 4" Riser' • Revised line type on easement • Standardized font/hatches formatting S -3A • Revised title to "Sewer Lateral Notes" • Revised note 4, deleted "Gravel (3/4") Bedding shall be used" • Deleted note S • Deleted note 6 (9 total notes) • Note 7, revised "later' to "lateral" • Revised note 10, deleted "4 (diameter symbol)" and "24" below finished grade" • Standardized font/hatches formatting S-4 • Revised callout, delete "as required" • Deleted note 3 • Standardized font/hatches formatting S-5 0 Revised "Manhole notes" to "notes" • Revised note 6 "EW -1" to "EP -1" and "black" to "black (con seal)" • Revised note 18 to "where manholes lining is required, materials are to be per IRCDUS approved manufacturer's product list" • Revised note 19 "out" to "outside" • Revised chart column label, "Greater than 10"' to "10' or Greater" • Revised note 12, "N0. 4(diameter symbol) Bars" to "Four (4) reinforcing bars" • Standardized font/hatches formatting S-6 • Updated drawing titles referenced • Revised dimension to go to the invert at the bottom of the pipe, not the outside of pipe • Revised outside diameter dimension to 6'-4" • Standardized font/hatches formatting S-7 - Standardized font/hatches formatting and updated drawing titles referenced, No changes S-8 • Revised 2 callouts from "seal" to "Grout Seal" • Revised note 6 from "seal" to "grout seal" • Standardized font/hatches formatting S-9 - Standardized font/hatches formatting and updated drawing titles referenced, No Changes S-10 - Standardized font/hatches formatting and updated drawing titles referenced, no changes S-11 - Standardized font/hatches formatting, no changes S-12 - Standardized font/hatches formatting, no changes S-13 • Removed gravity sewer • Revised note 2 "S-1 2" to "S-11" • Updated S-12 title • Revised callout "Interior of Manhole to be lined (F.G., GML Coating, or Approved Equal) • Revised note 4 "no inside drop will BE accepted.." • Note 5 added, "Where manhole lining is required, materials are to be per IRCDUS approved manufacturer's product list" • Standardized font/hatches formatting • Revised note 6, "note 18" to "note 20" **5-14 -S-22: Sheets put into new section dedicated to lift station details & notes. Text/hatch formatting applied to all applicable sheets/drawings. Below is a description of each markup prior to becoming lift station notes, and the sheet/name of the information from the previous "S" sheet on the new "L" sheets.** man bowman.com 209 S-14 • Eliminated valve vault • Went above ground • Added ARV at top • S-14-> L-1 • Completely overhauled • Changed title to "Concrete Structure Details -Plan View" S -14A • Added 18" min bottom dimension • S -14A -> L -1A • Completely overhauled • Changed title to "Concrete Structure Details Section View" • Added note 4 "Lift station pay (item includes all components (wet well, pumps, control panel, piping, etc.) up to but excluding the isolation valve. S-15 • Added 4" Call lock pump out • SAS -> L-2 • Completely overhauled • Changed title to "Pump, Piping, & Mechanical Details - Plan View" S -15A • Revised per markup • S-1 SA -> L -2A • Completely overhauled • Changed title to "Pump, Piping, & Mechanical Details - Section View" L-3 • New sheet. L -3A • New sheet. S-16 • S-16 -> L-4 • Changed title to "Site Plan Alternative "A"" • Deleted "Valve Vault' • Added "LED Light Pole at Panel" • Deleted "(Min) Typical All Sides of Generator' • Standardized font/hatches formatting • S -16A -> L -4A • Changed title to "Site Plan Alternative "B"" • Completely overhauled • Added "LED Light Pole at Panel" S -16B • S-1 6B -> L-413 • Changed title to "Site Plan Notes" • Added note 10 stating "Show Electrical Layout On As-Builts At Lift Stations To Help Locators" 5-17 • 5-17 -> L-5 • Changed title to "Electric Serviceentrance Meter & Panel Box" • Completely overhauled 5-18 • 5-18 -> L -SA • Changed title to "Control Panel Layout" • Add "3/4" (d.s.) Water Tap" and "3/4" (d.s.) to Data Flow" • Update to reference "Drawing L-7" • Add "Install Light at Top Interior of Panel" • Standardized font/hatches formatting S -18A • S -18A -> L-56 • Changed title to "Control Panel Inner Door Layout" • Update to reference "Drawing L-7" • Add "Panel and Overhead Lighting Switch" • Add "Phase Monitor' • Add "Ammeter' • Add "Explosion Proof Fittings on Conduit" • Add "NEMA 4x Junction Box" • Remove wire labels • Standardized font/hatches formatting 5-19 • 5-19 -> L-6 • Changed title to "Pumping Station General Notes" • Standardized font/hatches formatting • Changed title to "Pumping Station General Notes" • Updated note 25 to "see pumping station concrete structure, plan view and section view drawings, L-1 and L -1A. Pump,piping, and mechanical drawings, L-2 and L -2A. Pump station grounding detail and site plan notes, 1-3and 1-3a. Electrical service entrance meter and panel box drawing, L-4. See drawings L-5, L -SA, L -6,L -6A, L-7, L-8 and L -8A for control panel layouts, pumping station general notes, and electrical notes." • Standardized font/hatches formatting S-20 • S-20 -> L-7 • Changed title to "Pumping Station Electrical Notes" • Added note 23, "All Wire Terminals Shall Be Tinned." • Added note 24, "provide an overhead light operated by a switch in the control panel. Light shall be led, type iv,400w metal halide equal, mounted at a height of 12'." • Standardized font/hatches formatting S-21 • S-21 -> L-8 • Changed title to "Generator Notes & Float Controls" • Update drawing titles • Standardized font/hatches formatting S-22 • S-22 -> S-14 • Added note 5, "Commercial private pumping stations shall have a 4"o service tap connectionto the force main with a 4" gate valve. Residential private pumping stationsshall have a 2-o service tap connection with a 2"o corp stop." • Revise "service tap" to "tapping sleeve" and "note 6" to "note 5" • Standardized font/hatches formatting R-1 • Standardized font/hatches formatting • Revised meter note from "R-2 A, Note 3" to "R -2A, Note 4" • Revised "R -2A, Note 2" to "R -2A, Note 1" R-2 • Added footer to concrete pier and 6" dimension • Standardized font/hatches formatting R -2A 0 Standardized font/hatches formatting • Delete "to maintain" from note 6. • Updated sheets referenced in note 7 to L-5, L -SA, L-56, L-6, L -6A M-1 • Standardized font/hatches formatting • Deleted notes at bottom of page. • Revised "(See Note 1)" to "(See Drawing M -1A), Note 4) M -1A • Standardized font/hatches formatting • Revised note 1 from "above" to "on Drawing M-1" M-2 • Standardized font/hatches formatting • Revised "OD" to "O.D." • Revise "note 1" reference to "note 2" M-3 • Standardized font/hatches formatting, no changes M-4 • Standardized font/hatches formatting • Remove note 3 and references to note 3 (6 total notes) • Add "Slope to 36" (Min) Cover" • Add "20' Stick Centered Below Obstruction" M-5 • Standardized font/hatches formatting • Added pressure port • Added "Full Gasket" • Revise "Flange" to "S.S. Flange" • Revised "Gate Valve" to "Flange and Mechanical Joint Gate Valve" M-6 • Standardized font/hatches formatting • Revised "Drawing M-6" to Drawing M-7" • Removed "Rock to Extend Above Extension" • Removed "Provide Extension as Shown" • Revised "Fibercrete" to "Fibercrete or EPDXY" • Added "Nut" • Added "Cast Iron Valve Box Lid (See M -6A, Note 7)" M -6A • Standardized font/hatches formatting • Delete notes 7 & 8 (10 total notes) • Revise note 5 to "All Valves Are To Be Located By Gps." • Revise note 11 to "Valve extensions over 36" require ircdus engineering approval. valve nutextension may be required for deep valves." • Revise note 12 to "Valve spacing on water mains shall not exceed 1,000', or as directed." M-7 • Standardized font/hatches formatting • Remove note M-8 • Changed title to "Air Release Valve Manhole Above Ground" • Update drawing titles • Standardized font/hatches formatting • Enlarged manhole and offset lid from center of manhole • Add note 8 "Standardized font/hatches formatting" M-9 • Added Callout for double -bolt S.S. Strap • Standardized font/hatches formatting • Changed title to "Air Release Valve Manhole Above Ground" • Delete "or Flanged Fitting" • Delete "or Brass Nuts" • Revise "Wet Tapping Sleeve" to "Service Saddle" M-10 • Added valve pad • Revised line type • Standardized font/hatches formatting • Deleted redundant notes M-11 • Standardized font/hatches formatting, no changes M-12 • Standardized font/hatches formatting, no changes M-14 • Standardized font/hatches formatting • Add "Type II" to Drawing M-6 M-15 • Standardized font/hatches formatting, no changes M-16 • Standardized font/hatches formatting, no changes M -16A • Standardized font/hatches formatting, no changes M-17 • Standardized font/hatches formatting • Note 8, revised to "... SUNSHINE 811... M -17A • Standardized font/hatches formatting, no changes V)5 DEPAR'T'MENT OF UTILITY SERVICES WATER, WASTEWATER, & RECLAIMED WATER LT'I'II.ITY CONSTRUCTION STANDARDS 2024 SUPERSEDES ALL PREVIOUS VERSIONS TABLE OF CONTENTS GENERAL II. DETAIL DRAWINGS DRAWING NUMBER AND TITLES WATER W-1 Fire Hydrant & Valve Locations W-1 A Valve Notes W-2 Fire Hydrant Detail W-2 A Fire Hydrant Detail Notes W-3 Manual 2" Blowoff W-4 Water Service Inside of Right of Way W-4 A Water Service Outside of Right of Way W-4 B Water Service Notes W-5 Meter Box Typical Open Bottom W-6 Meter Box Installation W-6 A Meter Box Access W-7 Temporary Hose Bibb (For Construction) W-8 Temporary Sampling Point (Bacteriological) W-9 Full Bore Flushing Connection W-10 Double Detector Check Valve Assembly (Fire Main Service) W-10 A Double Detector Check Valve Assembly Notes (Fire Main Service) W-11 Reduced Pressure Backflow Preventer (RPZ) W-12 Master Meter Combination Assembly (3" or Larger) W-12 A Master Meter Combination Assembly Notes W-13 Temporary Jumper Detail W-13 A Temporary Jumper Detail Notes WASTEWATER S-1 Standard Lateral (Shallow Sewer) S-2 Modified Riser Lateral (Deep Sewer) S-3 Sewer Lateral Riser Details S-3 A Sewer Lateral Notes S-4 Standard Manhole Casting S-5 Manhole Notes S-6 Manhole Standard Shallow S-7 Manhole Slab -Top Details S-8 Manhole Standard Deep S-9 Manhole Outside Drop S-10 Manhole Inside Drop S-11 Pipe Opening in Manhole Detail S-12 Manhole Influent & Effluent Piping Detail S-13 Force Main Tie -In to Manhole S-14 Force Main Service for Typical Private Pumping Station TC 1 217 TABLE OF CONTENTS LIFT STATION L-1 Concrete Structure Details — Plan View L-1 A Concrete Structure Details — Section View L-2 Pump, Piping, & Mechanical Detail — Plan View L-2 A Pump, Piping, & Mechanical Detail — Section View L-3 Pumping Station Grounding Detail L-3 A Pumping Station Fence Post & Cover Grounding L-3 B Pump Station Ground Test Well L-4 Site Plan Alternate "A" L-4 A Site Plan Alternate "B" L-4 B Site Plan Notes L-5 Electric Service Entrance Meter & Panel Box L-5 A Control Panel Layout L-5 B Control Panel Inner Door Layout L-6 Pumping Station General Notes L-6 A Force Main Service Line for Private Pumping Station L-7 Pumping Station Electrical Notes Station L-8 Generator Notes & Float Controls RECLAIMED WATER R-1 Reclaimed Water Meter Valve Assembly Detail R-2 Reclaimed Water Discharge & Stilling Well Detail R-2 A Reclaimed Water Notes MISCELLANEOUS M-1 Trench Detail (Unpaved Easements) M-1 A Trench Detail Notes M-2 Trench Detail (Paved Areas & Shoulders) M-3 Restrained Pipe Lengths & Schedule Notes M-4 Utility Crossings M-5 Tapping Sleeve & Valve Assembly M-6 Valve & Box Detail M-6 A Valve & Box Detail Notes M-7 Valve Box Pad M-8 Air Release Valve Manhole Below Ground M-9 Air Release Valve Manhole Above Ground M-10 Valve Marker M-11 Jack & Bore Detail Casing Insulator/Spacer M-12 Casing Installation Details M-13 Jack & Bore Casing Vent & End Seal Details M-14 Trace Wire Details M-15 As -Built Record Drawing (Example) M-16 As -Built Record Drawing General Notes M-16 A As -Built Record Drawing General Notes (Continued) M-17 Route Survey Requirements M-17 A Route Survey Requirements (Continued) TC 2 218 TABLE OF CONTENTS SPECIFICATIONS 1. Water Mains — Ductile Iron Pipes (DIP) and Fittings 2. Water Mains — Polyvinyl Chloride (PVC) Pipe and Fittings 3. Water Services - Crosslinked Polyethylene (PEXa) Tubing and Water Mains - High Density Polyethylene Pipe (HDPE) 4. Gravity Sanitary Sewers — Ductile Iron Pipe (DIP) and Fittings 5. Gravity Sanitary Sewers — Polyvinyl Chloride (PVC) Pipe and Fittings 6. Wastewater Force Mains — Ductile Iron Pipe (DIP) and Fittings 7. Wastewater Force Mains — Polyvinyl Chloride Pipes (PVC) and Fittings 8. Reclaimed Water Mains — Ductile Iron Pipe (DIP) and Fittings 9. Reclaimed Water Mains — Polyvinyl Chloride (PVC) Pipes and Fittings 10. Submersible Wastewater Pumping Station 11. Miscellaneous Valves and Appurtenances 12. Aerial Crossings 13. Testing and Inspection of Water Mains, Reclaimed Mains, Wastewater Force Mains, and Gravity Sewers Lines 14. General Design and Construction Data 15. Procedures for Submittal, Permitting, Construction and Acceptance of Private Development Projects 16. Water and Wastewater Treatment Plants 17. Engine Driven Generator Sets 18. Approved Manufacturers' Products List III. PERMIT APPLICATIONS $ CHECK LIST A. Wastewater and/or Water Utilities Construction Permit Application Form B. Industrial Waste Permit Application Form C. Utilities Construction Check Lists TC 3 219 I- GENERAL 220 I. General Given that industry standards are constantly changing, an update to the construction standards and specifications is essential in order to stay in conformance with American Water Works Association (AWWA) requirements. The infrastructure dedicated to the utility with updated changes will be of a quality that will minimize future maintenance and replacement costs. In so doing, new facilities accepted by Indian River County Department of Utility Services (IRCDUS) will not burden existing customers due to premature failure. Additionally, the procedures contained in the updates provide a detailed description of IRCDUS administrative requirements. This allows projects to be completed as expediently as possible and permits staff to treat all new projects/customers in a uniform and non-discriminatory manner. Staff evaluates new products or product manufacturers and accepts those with merit. Incorporating this kind of change offers a clear and consistent guideline to a contractor providing building services in the County. Similarly, for the Utility Inspector, the construction standards provide a minimum acceptable installation requirement. Ultimately, IRCDUS customers benefit from a reliable system. IRCDUS has developed a minimum standard for water, wastewater, and reclaimed water utility installation. The WATER, WASTEWATER, AND RECLAIMED WATER UTILITY CONSTRUCTION STANDARDS 2024 Edition was adopted by the Indian River County Board of County Commissioners on (date) and henceforth all water, wastewater, and reclaimed water utility installations within Indian River County shall be designed and built in accordance therewith. The minimum standards provided herein may be modified for future developments upon approval of the Utilities Director or the Board of County Commissioners upon finding that the public's health and safety is not adversely affected by such modifications. Any proposed modification to the minimum standards must be substantiated by a Florida Registered Engineer's certified study, which would indicate compliance with the intent of the minimum standard as herein provided. IRCDUS reserves the right to impose additional field requirements not addressed herein, when in the opinion of IRCDUS, those requirements will improve the integrity of the utility system. This 2024 Edition supersedes all previous versions. 221 II - DETAIL DRAWINGS 222 WATER 223 I lI BLUE REFLECTIVE MARKER LOCATED IN CENTER OF LANE (SEE DRAWING W -1A, NOTE 6) 7 --j- - BROAD Lu U Z Q N (n r Q FIRE HYDRANT \ \ 1 I VALVES TO BE LOCATED -1 OUTSIDE EDGE OF UNPAVED ROADS Q O w w— INDICATES DISTANCE FROM RIGHT-OF-WAY LINE AND EDGE OF PAVEMENT (TYP) PLAN VIEW SEE DRAWING W -1A, VALVE NOTES I I- - RIGHT-OF-WAY LINE (TYP) I I VALVES TO BE LOCATED OUTSIDE EDGE OF UNPAVED ROADSOLx/ HYDRANT VALVE �� q ROAD - - -�- - - WATER VALVE VALVES SHALL BE LOCATED ADJACENT TO TEE OR CROSS I I INDIAN RIVER COUNTY DRAOING FIRE HYDRANT & VALVE DEPARTMENT OF LOCATIONS W-1 UTILITY SERVICES 2024127,1 NOTES: 1. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000'. 2. A MINIMUM COVER OF 36" IS REQUIRED ABOVE THE TOP OF ALL PIPE BELLS. 3. DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. 4. ALL LINES SHALL BE A MINIMUM 10' OFFSET FROM BUILDINGS. 5. SEE DRAWINGS M-6, VALVE AND BOX DETAIL AND M-7, VALVE BOX PAD. 6. ALL IN-LINE VALVE COVERS SHALL BE PAINTED BLUE. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES DRAWING NO. VALVE NOTES W-1 2024 67c sA ADDITIONAL GATE VALVE AND WIRE PORT REQUIRED IF DISTANCE IS GREATER THAN 18' J� A 6" ANCHOR COUPLING "Q4 90" - �P CLEAR ZONE M.J. / I � 45" 1�\ ro44;•sC .'2�,i" T':ri�ii-'f:vvljtR r r#+i ;., — "HOUSE KEEPING PAD" I MEGA -LUG M J RESTRAINT OR EQUALtFOUR VARIES HYDRANT BOLLARDS CLEAR ZONE AS REQUIRED BY IRCDUS ANCHOR TEE FOR 6" (SEE W -2A, NOTE 1) MECHANICAL JOINT PLAN VIEW PUMPER NOZZLE 18" ABOVE FINISHED GRADE MEASURED TO CENTER OF NUT (SEE W -2A, NOTE 2) "HOUSE KEEPING PAD" AT GRADE — (SEE W -2A, NOTE 9) VALVE BOX (SEE DRAWINGS M-6, M -6A, AND M-7) WIRE PORT FINISHED GRADE IF OVER 18" LU OU ���/��`/f���/� I 6" GATE VALVE DIRECT ECTION (ANCHOR N TYPE) 6" PIPE DIP WATER MAIN (6" MIN) PUMPER NOZZLE FACING ROADWAY ACCESS FINSTALL HYDRANT TO "BURY LINE" + 4" r-- EXPANSION JOINT J II 2'-6" MIN ELEVATION SEE DRAWING W -2A, FIRE HYDRANT DETAIL NOTES I/l 12'-6" MIN 1.5 CU. FT. CONCRETE CONCRETE COLLAR OR HOUSE KEEPING PAD (SEE W -2A, NOTE 9) UNDISTURBED SOIL INDIAN RIVER COUNTY DRNOING DEPARTMENT OF FIRE HYDRANT DETAIL W-2 UTILITY SERVICES 2024 NOTES: 1. HYDRANT BOLLARDS TO BE 4"0 GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED WITH CONCRETE WHEN REQUIRED BY IRCDUS. BOLLARDS TO BE PAINTED RED, SAME AS HYDRANTS AND VALVE COVER. 2. THE HYDRANT SHOULD BE SET SUCH THAT THE "BURY LINE" ON THE HYDRANT BARREL IS SET AT FINISHED GRADE OR THAT THE OPERATING NUT OF THE PUMPER NOZZLE IS A MINIMUM OF 18" ABOVE FINISHED GRADE. 3. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. 4. FIRE HYDRANT SHOULD BE LOCATED 3' MINIMUM AND 12' MAXIMUM FROM EDGE OF PAVEMENT WHERE POSSIBLE. 5. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 6. TRACE WIRE TO BE INSTALLED AS PER DRAWING M-14, TRACE WIRE DETAILS. (FOR CLARITY THE TRACE WIRE IS NOT SHOWN IN DRAWING W-2, FIRE HYDRANT DETAIL). 7. MAINTAIN CLEAR ZONE RADIUS OF 7'-6" AROUND HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE (EXAMPLE: MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY POLES, ETC.) 8. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT AND ON THE SIDES OF THE FIRE HYDRANT, WITH A 4' MINIMUM CLEARANCE TO THE REAR OF THE HYDRANT UNLESS THE AUTHORITY HAVING JURISDICTION (AHJ) REQUIRES A LARGER CLEAR ZONE. 9. HOUSE KEEPING PAD IS REQUIRED. HOUSE KEEPING PAD SHALL BE 6" THICK x 2' WIDE (MINIMUM) AND LOCATED AT FINISHED GRADE. BREAKAWAY FLANGES SHALL BE 4" (OR TO MANUAL SPECIFICATION) ABOVE HOUSEKEEPING PAD. (SEE DRAWING W-2, FIRE HYDRANT DETAIL). 10. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE REFLECTIVE MARKERS (RPM) INDICATING A FIRE HYDRANT. BLUE REFLECTIVE MARKER SHALL BE LOCATED IN THE CENTERLINE OF THE LANE CLOSEST TO THE HYDRANT. 11. REFLECTIVE MARKER (RPM'S) FOR FIRE HYDRANTS SHALL BE BLUE. 12. REFLECTIVE MARKERS SHALL BE AFFIXED TO PAVEMENT WITH A FDOT APPROVED PRODUCT. 13. ALL FIRE HYDRANT VALVE COVERS SHALL BE PAINTED RED. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES FIRE HYDRANT DETAIL NOTES DRAWING NO. W-2 zoz4 A FIBERGLASS REINFORCED POLYMER (FRP) CONCRETE SOLID HEAVY DUTY TRAFFIC BEARING METER BOX LID WITH SKID RESISTANT SURFACE APPROVED 16"x22"x18" DEEP FRP METER BOX FINISHED GRADE 0 VALVE BOX TERMINAL RESILIENT SEAT GATE VALVE 6" f 3/4" GRAVEL OR / 2" LOCKING CURB STOP CRUSHED ROCK COMPRESSION FITTINGS MARKER BALL 2" POLY-PEXA CORP. STOP IN CENTER OF PLUG RESTRAINED PLUG (M.J.) ELEVATION NOTES: 1. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES AND ALIGNED WITH PROPERTY LINES AS REQUIRED BY IRCDUS. 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 PER DRAWING M-14, TRACE WIRE DETAILS. 5. ELECTRONIC MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 6. ALL BLOW -OFFS SHALL BE LOCATED 4' TO 6' OF THE TERMINAL VALVE. DRAWING i INDIAN RIVER COUNTY NO. DEPARTMENT OF MANUAL 2" BLOWOFF W_3 UTILITY SERVICES .. - 2024 I. 3NII Ala3dOad _ _ _ _ \ _ _ _ _ 3NI-I A-LN3dOad z Q AVM-dO-1HJRI \ \/j \/ AVM-3O-1HJI1:1 3f118 O31NI`dd 2l3�i21b'W � � W — '�LL w U `i f w 0 } w 0 0 /\ W (� D Z w LL \ wo \fir\\/\ mom W L� O\\/�\\�/\r 1 w r w O Fo m \/\ \ w x 0 w Q pOw LL O LU ww�- (n0 \\\ W \/\/ �o mag /\\%/\� Z QZ aZ \//\� a p ii O W ON Z J p X = Q,�m rII LLQ wwC W w=� ° II w G ~H I I > F- F ��� df 2' II m w >- w X CU), i i w J Z J 1, O�Z ~w r II (A w W Z Q W ZF3Q Q 3mk'", �\ II 2 > Q s,.. co W w2p o �W N Z a a o aizw =3 of II > z W wma II m U m I I LL LL m I I LL W 3 F- p \ I I D Q II CD00 � H II F- m J c ii O° W a_j �W� \\/N II gJ -0 wU z tip pp / m> /�coU1 pU) w \\� DRAWING NO. W-4 2024 W U) o 0 o 'w — —3f119 a3lNlbd 213J12ib'W O W LL m YOW0 O � m F - W w J '` �wo� w ,. /ui C� N VJ z 3NIl ,kill3d011d _ LL _ \ _3N11 UNEId_O2id LL / / //, – – – .lVM-dO-IHE)IN W O II Q w %/�% Q o wiz a i i w LLU ~�O \�\ II w O C? 0Z g J/\\\/i\ wz F- } "W Zu-W /\�\. I I N ~w LL2XO /\\\ ii C o Z U) O U Y O I U z> NU' w_� � ii a Cw ZIX w �~� II o iz Q L W W 3 I I Q cc Cn JZ Ow Og II wZ W G pm UOQ II uwl W �' 2a 0w Cw) ii zW J Z J oa LL �> \ II OW W z Q W a _ w_ ��o a �u 2 cl co m U~ Z W 3:W W L L Z O Win mWz m =� II z w m? W ma Um HD m2(nHO \ �� 0 LU LL LL (n W LL ZF- LL U) II a U ~ I I U O 3 F-} Z I I Wm m=om II F- 0 II w rn Z w a F- W LL.4 �I I p �~ MJ 0m �D �p ~Q O /\� _-U W W Z VA zw�, m� a i >/r o� DRAWING O W-4 :. 2024 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 OF 1 1/2"0. TRIPLE SERVICES SHALL BE A MINIMUM OF 2"0. QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. 4. 1"0 AND 1 1/2"0 SERVICES REQUIRE A 2" MINIMUM I.D. CASING SLEEVE. 2"0 SERVICES REQUIRE A 3" MINIMUM CASING SLEEVE. CASING SLEEVE SHALL BE SCHEDULE 40 P.V.C. 5. ALL METERS 2"0 OR SMALLER SHALL BE SUPPLIED AND INSTALLED BY IRCDUS. ALL METERS GREATER THAN 2"0 SHALL BE SUPPLIED AND INSTALLED BY THE DEVELOPER PROPERTY OWNER. REFER TO APPROVED MANUFACTURERS' PRODUCT LIST FOR METERS GREATER THAN 2"0. 6. PIN LOCKS WITH PLASTIC DUST CAPS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS INSIDE METER BOX, 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. 8. TRACE WIRE TO BE INSTALLED. (SEE DRAWING M-14, TRACE WIRE DETAILS). 9. PLACE A 4" ELECTRONIC MARKER BALL INSIDE BOTTOM OF ALL METER BOXES. 10. ALL RESIDENTIAL AND ONE EQUIVALENT RESIDENTIAL UNIT (ERU) SERVICES SHALL BE 5/8" METERS. 11. ALL METER BOXES TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 12. AN UNOBSTRUCTED CLEAR ZONE IS REQUIRED AROUND ALL METER BOXES. (SEE DRAWING W -6A, METER BOX ACCESS). INDIAN RIVER COUNTY DEPARTMENT OF WATER SERVICE NOTES UTILITY SERVICE M DRAWING NO. W-4 Q FIBERGLASS REINFORCED POLYMER (F CONCRETE LID WITH SKID RESISTANT SUI wommommommiiiiiimft, HINGED CAST [RON METER BOX Lill TOP VIEW SECTION VIEW SEE DRAWING W-413, WATER SERVICE NOTES INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES METER BOX WITH LID FIBERGLASS REINFORCED POLYMER (FPR) CONCRETE, OPEN BOTTOM METER BOX METER BOX TYPICAL OPEN BOTTOM 2124 DRAWING NO. W-5 1"1 1 1/2"0 PEX-A SERVICE LATERAL FLOW DUAL SEF CUSTOMER PIPING I (BY OTHERS) PROPERTY LINE R.O.W LINE 1"0 PEX-A SERVICE LATERAL CUSTOMER PIPING (BY OTHERS) FLOW I SINGLE SERVICE I TOP VIEW METER IRCDUS MAY REQUIRE RADIO READ LID w O U Z_ co c+) I METER BOX SET FLUSH WITH FINISHED GRADE 12" I FINISHED GRADE I ' — — — L 4" MARKER BALL INSIDE BOTTOM FLOW OF ALL METER BOXES PEX-A WATER SERVICE 7 ELEVATION SEE DRAWING W-413, WATER SERVICE NOTES INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES 1"0 MIN CUSTOMER PIPING (BY OTHERS) I g► FLOW — PROPERTY LINE R.O.W. LINE METER BOX INSTALLATIONS zo24 DRAWING NO. W-6 CLEAR ZONE Z I 2 I I o I fV SINGLE SERVICE TOP VIEW SEE DRAWING W-413, WATER SERVICE NOTES, NOTE 12 DRAWING INDIAN RIVER COUNTY NO. DEPARTMENT OF METER BOX ACCESS W-6 UTILITY SERVICES 2024 12,14 A 4 2'-0" MIN I Q FRONT SIDE OF z I METER BOXES O Q SHALL HAVE O UNOBSTRUCTED Q I ACCESS - I I UII I I - + Q 2'-0" MIN II I I � I I Q I -- -- _- CLEAR ZONE DUAL SERVICE CLEAR ZONE FOR METER BOXES, FREE OF VEGETATION OTHER THAN SOD CLEAR ZONE Z I � I I o I (V I WI Q I FRONT SIDE OF p I METER BOXES SHALL HAVE I f b 2'-0" MIN O UNOBSTRUCTED ACCESSLd 1 Q I LI U t I I oFN I L__ __ __ CLEAR ZONE -1 __ -- SINGLE SERVICE TOP VIEW SEE DRAWING W-413, WATER SERVICE NOTES, NOTE 12 DRAWING INDIAN RIVER COUNTY NO. DEPARTMENT OF METER BOX ACCESS W-6 UTILITY SERVICES 2024 12,14 A rceeonDADV unQC DiDD %Allru I I I i CONSTRUCT PERMANENT SERVICE FROM THIS POINT FLOW PEX-A SERVICE LATERAL CUSTOMER RESPONSIBLE FOR PIPING ON CUSTOMER SIDE OF METER ELEVATION NOTES: 1. IRCDUS TO INSTALL A TEMPORARY HOSE BIBB TO SUPPLY METERED WATER FOR CONSTRUCTION. 2. PRIOR TO FINAL IRCDUS INSPECTION, THE CONTRACTOR SHALL REMOVE THE TEMPORARY HOSE BIBB AND MAKE WATER CONNECTION TO THE BUILDING PER CURRENT IRCDUS CONSTRUCTION STANDARDS. 3. CONTRACTOR SHALL NOT DISTURB FITTINGS AT METER BOX. 4. CONTRACTOR SHALL REMOVE BIBB RISER AND CONNECT PERMANENT SERVICE AT LOCATION INDICATED. INDIAN RIVER COUNTY DRAW DEPARTMENT OF TEMPORARY HOSE BIBB W-7 UTILITY SERVICES (FOR CONSTRUCTION) 2024 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° DOWNTURN BEND 1"0 PE TUBING I 1" BALL VALVE OR CURB STOP v N Z FINISHED GRADE N w O U Z_ I i CORPORATION STOP co M (CONTRACTOR SHALL PLUG WHEN ABANDONING SAMPLE POINT) BRASS DOUBLE STRAP WATER MAIN TAPPING SADDLE (SEE NOTE 1) ELEVATION NOTES: 1. TEMPORARY SAMPLING POINT SHALL BE CONSTRUCTED USING A SERVICE LINE WHEN POSSIBLE. SCHEDULE 40 PVC OR OTHER MATERIALS CAN BE USED, AS APPROVED BY IRCDUS. 2. NO SAMPLE POINTS SHALL BE CONSTRUCTED ON FIRE HYDRANTS. 3. CERTIFICATION OF PRESSURE TEST, TWO CONSECUTIVE DAYS OF SUCCESSFUL BACTERIOLOGICAL TESTS, AND CLEARANCE FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION IS REQUIRED BEFORE THE SAMPLE TAP CAN BE ABANDONED. 4. WHEN SAMPLING IS COMPLETE TUBING SHALL BE REMOVED AND CORPORATION STOP PLUGGED. INDIAN RIVER COUNTY TEMPORARY SAMPLING DRAWING NO. DEPARTMENT OF POINT W-8 UTILITY SERVICES (BACTERIOLOGICAL) 2024 VALVE PAD TO BE CONSTRUCTED AFTER WATER MAIN HAS BEEN FLUSHED AND FLUSHING ASSEMBLY HAS BEEN REMOVED EXISTING WATER MAIN EXISTING OR NEW GATE VALVE TERMINAL GATE VALVE FINISHED GRADE NEW WATER MAIN TO BE FLUSHED FOR THE ENTIRE LENGTH ELEVATION PIPE AND FITTINGS SHALL BE USED FOR FULL FLOW FLUSHING 45° BEND TO BE RESTRAINED TEMPORARY CONNECTION (SEE NOTE 6 AND 7) 6" MIN NOTES: 1. ALL MAINS LESS THAN 12"0 SHALL BE FULL -BORE FLUSHED. PIGGING SHALL BE AT IRCDUS DISCRETION; REQUIRED ON 12" AND LARGER MAINS. ALL FIRE HYDRANTS AND DOUBLE DETECTOR CHECK VALVES SHALL BE INSPECTED AND TESTED TO ENSURE THAT NO FOREIGN OBJECTS IMPEDE THE FLOW OF WATER. (FOR DETAILS ON LINE FILLING, SEE DRAWINGS W-13 AND W-1 3A, TEMPORARY JUMPER DETAILS). 2. A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE FLUSHING POINT. PRESSURE UPSTREAM SHALL NOT FALL BELOW 20 P.S.I. 3. PROVIDE ALL NECESSARY JOINT RESTRAINTS SUCH AS MEGALUGS, RESTRAINED JOINT HARNESS, OR APPROVED EQUAL IN ACCORDANCE WITH IRCDUS CONSTRUCTION STANDARDS. 4. IRCDUS PERSONNEL SHALL BE PRESENT FOR ALL FLUSHING ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. 5. TEMPORARY CONNECTION FOR FLUSHING SHALL BE SAME DIAMETER PIPE AS THE NEW MAIN AND VALVE. 6. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION AGAINST EROSION DOWNSTREAM OF EXIT PIPE DURING FLUSHING OF MAIN TO MEET THE APPROVAL OF IRCDUS. 7. WHEN FLUSHING IS COMPLETE THE TEMPORARY FLUSHING ASSEMBLY SHALL BE REMOVED AND THE GATE VALVE SHALL BE PLUGGED. 8. FIELD INSPECTION BY IRCDUS IS REQUIRED BEFORE UTILITIES ARE ACCEPTED. DRAWING INDIAN RIVER COUNTY FULL BORE FLUSHING NO DEPARTMENT OF CONNECTION W-9 UTILITY SERVICES 2024 1717 2'-0" MIN I I wl ZI FF �l N Lu o I T- If -jf - a I I Il- -AIIL_ VARIES 2'-0" MIN COUPLING � � DOUBLE DETECTOR T COUPLING CHECK VALVE I Ap - -uu-�u- -- _i N I BRASS THREADED RPZ DETECTOR BYPASS NIPPLE & 90° ELBOW ICDUS PIPING TO BYPASS METER fiROPERTY LINE CUSTOMER PIPING LOCKING CURB STOP VALVE I I PLAN VIEW REDUCED PRESSURE DOUBLE DETECTOR CHECK VALVE TEST COCK (TYP) OS&Y RISING STEM OS&Y RISING STEM FLANGED FLANGED GATE VALVE GATE VALVE (INLET) (WITH INDICATOR) ONE SECTION D.I.P. 90° BEND (TYP) REQUIRED ON UPSTREAM CONCRETE PAD SIDE OF CHECK ASSEMBLY (SEE DRAWING W-1 OA, NOTE 4) GATE VALVE WITH BOX 11 WIRE U) w PORT12" MIN Q EXISTING 30" MAX I' > GRADE _$_ .. • , __ 6" MIN • \ CONCRETE SUPPORTS OR r� MIN COVER OTHER AS APPROVED BY IRCDUS 1/2" PERFORMED JOINT MATERIAL TO BE PLACED BETWEEN PIPE & FLOW CONCRETE OR PIPE SLEEVE FLOW M.J. 90° BEND M.J. 90° BEND FIRE MAIN WATER MAIN D.I.P. BY OTHERS ELEVATION SEE DRAWING W-1 OA, DOUBLE -DETECTOR CHECK VALVE ASSEMBLY NOTES INDIAN RIVER COUNTY DOUBLE DETECTOR DRAWING NO. DEPARTMENT OF CHECK VALVE ASSEMBLY W-10 UTILITY SERVICES (FIRE MAIN SERVICE) �u NOTES: 1. ALL BUILDINGS WITH FIRE PROTECTION SYSTEMS MUST HAVE AN IRCDUS APPROVED DOUBLE DETECTOR CHECK VALVE AND METER INSTALLED ON THEIR PROPERTY. DETECTOR CHECKS SHALL BE INSTALLED IN ACCORDANCE WITH STATE FIRE MARSHAL CODE AND IRCDUS STANDARDS. CHECK VALVE AND METER SHALL BE MOUNTED ABOVE GROUND. 2. DOUBLE DETECTOR CHECK VALVE ASSEMBLIES SHALL BE INSPECTED, TESTED, CERTIFIED, AND REPORTED ON AN ANNUAL BASIS IN ACCORDANCE WITH THE INDIAN RIVER COUNTY CROSS CONNECTION CONTROL PROGRAM REQUIREMENTS. 3. THE INDIAN RIVER COUNTY CROSS CONNECTION CONTROL PROGRAM REQUIREMENTS CAN BE FOUND AT: www.indianriver.gov/utilities/cccp.htm 4. CONCRETE PAD SHALL BE CONSTRUCTED WITH 3,000 P.S.I. COMMERCIAL GRADE FIBER MESH CONCRETE AND SHALL BE A MINIMUM 6" THICK (LENGTH AS REQUIRED). 5. MINIMUM 4" SERVICE TAP REQUIRED WITH A 4" GATE VALVE. 6. ALL PIPING AND FITTINGS SHALL BE PER IRCDUS APPROVED MANUFACTURERS, PRODUCT LIST. 7. ONE SECTION OF DUCTILE IRON PIPE IS REQUIRED ON EACH SIDE OF DOUBLE-CHECK VALVE ASSEMBLY. 8. ALL ABOVE GROUND PIPING, FITTINGS, GATE VALVES, AND METER ASSEMBLY SHALL BE PAINTED WITH RED POLYURETHANE COATING. 9. DETAILS SHOWN IN DRAWING W-10, DOUBLE -DETECTOR CHECK VALVE ASSEMBLY, CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. INDIAN RIVER COUNTY DOUBLE DETECTOR CHECK DRAWING NO DEPARTMENT OF VALVE ASSEMBLY NOTES W-10 UTILITY SERVICES (FIRE MAIN SERVICE) Zoz4 A TEST PORT 0 X41 --rte-- 0 0 0 0 --41- 41 1 n-4II FLOW �- {J --Lr-- 0 0 0 0 - - ---yFLOW PLAN VIEW REDUCED PRESSURE BACKFLOW PREVENTER (RPZ) WITH RISING STEM GATE VALVES �---fl-Ji FLOW REDUCER AS NEEDED TO TRANSITION FROM SERVICE PIPE TO RPZ WATER SERVICE NOTES: ELEVATION WATER SERVICE FLOW 1. ALL BUILDINGS OR USES CONSIDERED HIGH -HAZARD (F.S. 62-555.360) SHALL INSTALL A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTOR AS DETERMINED BY IRCDUS. 2. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). 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, IF REQUIRED, WITH APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY IRCDUS. 5. PIPING 2 1/2"0 OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 7. RPZ'S SHALL BE INSPECTED, CERTIFIED, AND REPORTED ON AN ANNUAL BASIS IN ACCORDANCE WITH THE INDIAN RIVER COUNTY CONNECTION CONTROL PROGRAM REQUIREMENTS. INDIAN RIVER COUNTY REDUCED PRESSURE DRAWING DEPARTMENT OF BACKFLOW PREVENTER W_1 1 UTILITY SERVICES (RPZ) 2024 .4n CONCRETE PAD (SEE DRAWING W -12A, NOTE 8) FLOW F I I I BY-PASS (NOT SHOWN IN ELEVATION) I I OBSTACLE (LANDSCAPING, FENCE, ETC.) 36" MINIMUM METER (SEE DRAWING W -12A, NOTE 9) CLEARANCE BACKFLOW PREVENTER(RPZ) 36" MINIMUM CLEARANCE FROMINFRASTRUCTURE i PLAN VIEW 24" MIN --- FLOW 24" MIN BACKFLOW PREVENTER (RPZ) REDUCED PRESSURE ZONE CUSTOMER SHALL BE RESPONSIBLE IRCDUS CUSTOMER RESPONSIBILITY FOR ALL MAINTENANCE WITH THE EXCEPTION OF THE METER WHICH IS THE PROPERTY OF IRCDUS ALL PIPE AND FITTINGS SHALL I BE FLANGED DUCTILE IRON METER (SEE DRAWING W -12A, NOTE 9) I 12" GATE VALVE MIp, WITH BOX F' FLOW 30" MIN > (TYP) FLOW ONE SECTION D.I.P. REQUIRED ON EACH SIDE OF CHECK VALVE ASSEMBLY ELEVATION BY-PASS NOT SHOWN FOR CLARITY INDIAN RIVER COUNTY MASTER METER DRNOOING DEPARTMENT OF COMBINATION ASSEMBLY W-12 UTILITY SERVICES (3" OR LARGER) 2024 NOTES: 1. ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON. ONE SECTION OF DUCTILE IRON PIPE REQUIRED ON EACH SIDE OF CHECK VALVE ASSEMBLY. 2. BY-PASS PIPE DIAMETER SHALL BE DETERMINED PER ENGINEER OF RECORD. 3. FIELD FABRICATED FLANGES MUST BE APPROVED BY IRCDUS INSPECTOR. 4. ASSEMBLY TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. 5. ASSEMBLY TO BE PRIMED WITH RUST INHIBITIVE PRIMER AND FINISHED PAINTED BLUE AFTER INSTALLATION. (SEE APPROVED MANUFACTURERS' PRODUCT LIST). 6. TO SECURE VALVES: CUSTOMER TO SUPPLY GALVANIZED CHAIN. IRCDUS TO SUPPLY LOCK. 7. RPZ'S SHALL BE INSPECTED, CERTIFIED, AND REPORTED ON AN ANNUAL BASIS IN ACCORDANCE WITH THE INDIAN RIVER COUNTY CROSS CONNECTION PROGRAM REQUIREMENTS. 8. CONCRETE PAD SHALL BE A MINIMUM OF 6" THICK (LENGTH AS REQUIRED). 9. METER SHALL BE PER APL AND APPROVED BY IRCDUS. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES MASTER METER COMBINATION ASSEMBLY NOTES 2024 DRAWING NO. W-12 w ? a. W LL w 3 o Q LL � a 0 U O) W I W W LU N a w N Oa. w > W w z w 05 Q \\/\\/\\//\\//\\//\LU CA a\\j a CD N I �a \//\\//\\//\\/� \\/� ? w Z LL. W N U \//\//\/ U) :3 \ \ \ \LU N , m W O e Z> LL \//\\//� o \\ W°Q g o W Q 0 Z W W M~ U w Q W Z Z p p p w z Z ULu \// vic� \ X W W w IL / \, oit DRAWING w w W-13 N 2024 NOTES: 1. A TEMPORARY JUMPER CONNECTION 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"0 (2.5 FPS MINIMUM VELOCITY) AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN OF ANY SIZE. 2. TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE PRESENCE OF THE ENGINEER OF RECORD. 3. IRCDUS SHALL PROVIDE METER FOR SERVICE AFTER APPLICATION, DEPOSIT, AND ALL FEES HAVE BEEN PAID. 4. A 2" TEMPORARY JUMPER TO BE USED UNLESS OTHERWISE DIRECTED BY IRCDUS. 5. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS, VALVES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 7. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED WITH LIQUID CHLORINE (SODIUM HYPOCHLORITE) PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, LATEST EDITION. THE TAPPING SLEEVE AND EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER AWWA C651 SECTION TWO. THE USE OF CHLORINE TABLETS IS STRICTLY PROHIBITED. 8. 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. 9. PRESSURE GAUGES ARE REQUIRED ON EACH SIDE OF THE 2" GATE OR BALL VALVE. 10. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE REDUCED PRESSURE ZONE BACKFLOW PREVENTER (RPZ) IS IN GOOD WORKING ORDER AT THE TIME OF INSTALLATION, AND PROVIDE DOCUMENTATION THAT THE RPZ HAS BEEN TESTED BY A QUALIFIED BACKFLOW TECHNICIAN AS APPROVED BY IRCDUS PRIOR TO USE ON EACH PROJECT. 11. EXCEPT AS REQUIRED TO FLUSH LINES GREATER THAN 6"0, THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY IRCDUS. THE TIE-IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY THE FDEP. 12. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND OTHER PERTINENT AGENCIES HAS BEEN RECEIVED, 13. UPON RECEIPT OF CLEARANCE FOR USE BY FDEP AND THE DIRECTION OF IRCDUS, THE CONTRACTOR SHALL REMOVE TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2" BRASS OR PVC PLUGS. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES TEMPORARY JUMPER DETAIL NOTES DRAWING NO. W-13 m r .. Cl WASTEWATER 245 DOUBLE SERVICE TYPICAL STANDARD"Y"BRANCH TO BE LOCATED IN FIELD COVER WITH DETECTION TAPE (SEE DRAWING S -3A, NOTE 7) I INSTALLED PLUG (TYP) COMMON PROPERTYL 24" - 36" COVER FLOW SINGLE SERVICE TYPICAL 6"0 wl 6"x6" WYE COMMERCIAL Z I Q 6"x4" WYE RESIDENTIAL 2 O a1= 01 O BENDS AS REQUIRED a 6"0 I OF SEWER MAIN COINCIDES WITH Z Q 6"x6" WYE COMMERCIAL OF ROAD UNLESS OTHERWISE 6"x4" WYE RESIDENTIAL APPROVED BY IRCDUS w O 010 IPLAN VIEW c a� I GREEN PVC MARKER I SIDEWALK (SEE DRAWINGS S-3 AND S -3A, NOTE 6) (� ROAD ELEVATION ETCH CURB WITH "S" - FOR SEWER LATERALS II /II MARKER BALL TAPED TO 6"x4" WYE (TYP) DEPTH TO BE DETERMINED IN THE FIELD AS REQUIRED TO AVOID OTHER UTILITIES (TYP) IRCDUS RESPONSIBILITY EASEMENT OR R.O.W. I I GREEN PVC MARKER II II CROWN OF ROAD II MINIMUM SLOPE 1/4" PER FT (296) , USE GREATER SLOPE WHERE POSSIBLE ELEVATION SEE DRAWING S -3A, SEWER LATERAL NOTES RISER AND CLEANOUTS NOT SHOWN FOR CLARITY INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES 6" CAP STANDARD LATERAL (SHALLOW SEWER) 24" - 36" COVER I DRAWING NO. S-1 IRCDUS RESPONSIBILITY EASEMENT OR R.O.W. w wI } zl< ziC? < X10 0 X SIDEWALK 01 w (SEE DRAWINGS S-3 w I AND S -3A, NOTE 6) I DEPTH 2' MIN I I 4" RISER PIPE (TYP) DEPTH TO BE DETERMINED IN THE FIELD AS (SEE DRAWINGS S-3 REQUIRED TO AVOID UTILITIES (3'-0" MIN) AND S -3A, NOTE 2) I I I I ¢ROAD ELEVATION DEPTH 2' MIN I (SEE DRAWING S-1, I ETCH CURB WITH "S" STANDARD LATERAL) FOR SEWER LATERALS CROWN OF ROAD I I TYPICAL TRENCH CONTOUR /j DURING CONSTRUCTION / I •/\\\ \ BENDS AS REQUIRED \ \\ 6"x30" LONG MARKER RADIUS BEND - BALL SAND BED Z j/ pMARKER BALL TAPED TO 6"x4" WYE (TYP) STANDARD 6"x4" WYE (TYP) + (SEE DRAWING S-3) PIPE INVERT SAND BED STANDARD "Y" BRANCH TO BE LOCATED IN FIELD SAND EXCAVATION ELEVATION SEE DRAWING S -3A, SEWER LATERAL NOTES INDIAN RIVER COUNTY MODIFIED RISER DRAOING DEPARTMENT OF LATERAL DEEP SEWER S-2 UTILITY SERVICES 2024 LLJ mo / Z Wo \/ N WIt < Z w of W LL En /�� I o W J (/� a�- J amLL W Q �\ wOz -- -- r,/-t- -- I — W o QW \� U- w� LL WV) oo W w Nw \\ I I z Lo L) r z m Ix D w -i C0 (L LL 0 0_�\\/��� w oz I w vJ O a.wQ z z �� Z a bio I It _ 1 Z 3 Z v Z Q ` v I J Z LL U) � :5 O U O z j � (-)Zi E W m � W � J w J Cb W U) 3g \ o Q IJI zH z � \ � °° Z J v 3 `` //� D z o Q W o j Jiff ' I co w d U) w OU. p /\\/�\ I w is I o w I o AVM-dO-1HE)IU / 3NIl .112i3dO21d �\ \ ¢ of w w— U) = j� //j /�DRAWING Lq S-3 U 2024 NOTES: 1. ALL SEWER LATERALS (SINGLE OR DOUBLE) SHALL HAVE A RISER PIPE WITH BENDS AS REQUIRED FOR SERVICE CONNECTIONS AND WITH A 4"0 CLEANOUT AT GRADE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION AND FOR SETTING 4"0 SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. 3. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. 4. FOR EXCAVATION ON ROCK, SAND BEDDING SHALL BE USED (SEE DRAWING S-2, MODIFIED SEWER LATERAL, DEEP SEWER). 5. FOR CUTTING IN SEWER LATERAL CLEANOUT TO FINISH GRADE (SEE DRAWING S-3, SEWER LATERAL RISER DETAILS). 6. RISERS AND CLEANOUT SHALL NOT BE CONSTRUCTED WITHIN 12" OF SIDEWALK. 7. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER TOP OF ALL SEWER MAINS AND SERVICE LATERALS. 8. ELECTRONIC MARKER BALLS SHALL BE TAPED TO 6"x4" WYE. 9. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. INDIAN RIVER COUNTY DEPARTMENT OF SEWER LATERAL NOTES UTILITY SERVICE M. DRAWING NO. S-3 Q HEAVY DUTY CAST IRON MANHOLE COVER, LETTERS TO BE MARKED "SANITARY SEWER" PLAN VIEW 22 3/4" 2" MANHOLE COVER - SECTION NON -PENETRATING WATERTIGHT PICKHOLE WATERTIGHT BOOT RAIN GUARD MANHOLE FRAME - SECTION NOTES: 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL FRAME/COVERS AND BE APPROVED BY IRCDUS. 2. ALL MATERIALS SHALL BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. DRAWING INDIAN RIVER COUNTY STANDARD MANHOLE I NO. DEPARTMENT OF UTILITY SERVICES CASTING 2124 m 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 MORTAR TO BE TYPE I OR TYPE 11. 3. ALL CEMENT 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 A MINIMUM OF 2,500 P.S.I. FILL CONCRETE SHALL BE FINISHED SMOOTH WITH STEEL TROWEL. 5. CONCRETE MANHOLES TO HAVE A MINIMUM WALL THICKNESS OF 8". 6. INSIDE AND OUTSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF EP -1 WATER BASED EPDXY, BLACK (CON SEAL), WITH THE IRCDUS INSPECTOR PRESENT. 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. 8. ORIENT ECCENTRIC CONE AS REQUIRED BY IRCDUS INSPECTOR 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. FOUR (4) REINFORCING BARS, 9" O.C. REQUIRED EACH WAY IN SLAB (TOP AND BOTTOM). 13. 2 COURSES BRICK MINIMUM, 6 COURSES MAXIMUM REQUIRED BETWEEN ALL PRECAST MANHOLE TOPS AND CASINGS. 14. 3/4" CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12" SHALL BE PROVIDED AS REQUIRED BY IRCDUS. 15. MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING). 16. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE AS INVERT ELEVATION DIFFERENTIAL OF 0.1' FOR A CHANGE IN DIRECTION AND 0.05' FOR A STRAIGHT RUN. 17. A WATERTIGHT RAIN GUARD BOOT, TO BE PER IRCDUS APPROVED MANUFACTURER'S PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 18. FIBERGLASS LINERS SHALL BE INSTALLED ON ALL PUMP STATION WET WELLS AND MANHOLES RECEIVING PUMPED SEWAGE, PLUS FIVE (5) MANHOLES IN EACH DIRECTION. 19. ALL NEW MANHOLES SHALL BE COATED PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 20. WHERE MANHOLE LINING IS REQUIRED, MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURER'S PRODUCT LIST. 21. PUMP OUT MANHOLE SHALL BE LOCATED WITHIN 20' OF LIFT STATION AND CONSTRUCTED OUTSIDE OF RIGHT-OF-WAY. 22. ALL EXISTING MANHOLES, LIFT STATION WET WELLS, VALVE VAULTS, JOINTS AND COURSES OF BRICK SHALL BE SEALED. 23. SLOPES ON ALL CHANNEL BOTTOMS TO BE EQUAL TO SLOPES OF PIPE ENTERING AND EXITING MANHOLE. 24. DIAMETERS OF MANHOLES SHALL BE: DEPTH OF MANHOLE LESS THAN 10' 10' OR GREATER DIAMETER 4' 5' INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES DRAWING NO. MANHOLE NOTES I S-5 2024 MANHOLE FRAME & COVER SEAL CONCENTRIC CONE ___\ FINISHED GRADE I (SEE DRAWING S-11, PIPE OPENING IN Z Q MANHOLE DETAIL) 24 1/2" U VSEAL U W 9i u- U � viJOINT TO BE FILLED uj 0WITH RAM -NECK OR APPROVED EQUAL U SLOPE 2"/FT FILL CONCRETE OR BRICK WITH TYPE I OR TYPE II CEMENT MORTAR 6„ 4'-0" ID 6„ 6" 6" 6'-4" OD ELEVATION SECTION A -A (SEE DRAWING S-12, 4NHOLE INFLUENT AND EFFLUENT PIPING DETAIL) PLAN VIEW MANHOLE FRAME AND COVER NOT SHOWN FOR CLARITY TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS NOTES: 1. SEE DRAWING S-4, STANDARD MANHOLE CASTING. 2. SEE DRAWING S-5, MANHOLE NOTES. 3. SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL. 4. SEE DRAWING S-12, MANHOLE INFLUENT AND EFFLUENT PIPING DETAIL. 5. SEAL SHALL BE USED AT ALL JOINTS. (SEE DRAWING S-5, NOTE 20). PIPE INVERT AT BOTTOM INSIDE OF PIPE INDIAN RIVER COUNTY MANHOLE STANDARD DEPARTMENT OF SHALLOW UTILITY SERVICES 2024 DRAWING NO. S-6 MANHOLE FRAME AND COVER 0 PLAN VIEW MANHOLE FRAME AND COVER SEAL —� JOINT TO BE FILLED WITH RAM -NECK OR APPROVED EQUAL (SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL) FILL CONCRETE OR BRICK WITH TYPE I OR TYPE II CEMENT MORTAR NOTES: 6" MIN (TYP) 24 1/2" VARIES (SEE DRAWING S-5) 8 SLOPE 2"/FT �m ELEVATION ADDITIONAL REINFORCING BARS REQUIRED AROUND OPENING IN TOP SLAB SLAB TO BE TRAFFIC BEARING SUBMIT SHOP DRAWING FOR APPROVAL (SEE DRAWING S-12, MANHOLE INFLUENT AND EFFLUENT PIPING DETAIL) FINISHED GRADE 8 " U U z �2i V) O zWw w E= U w O 1 � j N >_� F o JOO U W N U U N 0 w Q H � in I > U I9116Pi9 8" PIPE INVERT f SECTION A -A TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS 1. SEE DRAWING S-4, STANDARD MANHOLE CASTING. 2. SEE DRAWING S-5, MANHOLE NOTES. 3. SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL. 4. SEE DRAWING S-12, MANHOLE INFLUENT AND EFFLUENT PIPING DETAIL. 5. MANHOLE INSIDE DIAMETER (ID) VARIES DEPENDING ON DEPTH. 6. SEAL SHALL BE USED AT ALL JOINTS. (SEE DRAWING S-5, NOTE 20). INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES MANHOLE SLAB -TOP DETAILS 2024 DRAWING NO. S-7 MANHOLEFRAME AND COVER GROUT SEAL I GROUT SEAL JOINT TO BE FILLED WITH RAM -NECK OR APPROVED EQUAL 24 1/2" VARIES DRAWING S-5) SLOPE 2"/FT U w O w a R, IPE INVERT J 6" MIN (TYP) (SEE DRAWING S-11, PIPE OPENING IN FILL CONCRETE OR BRICK MANHOLE DETAIL) WITH TYPE I OR TYPE II CEMENT MORTAR ELEVATION NOTES: O H U LL U5 N g U U 0 io BRICK LEVELING RINGS 2 COURSES MIN 6 COURSES MAX ECCENTRIC MANHOLE 6'-0" DEEP AND GREATER ONLY SECTION A -A (SEE DRAWING S-12, MANHOLE INFLUENT AND EFFLUENT PIPING DETAIL) PLAN VIEW MANHOLE FRAME & COVER NOT SHOWN FOR CLARITY TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" DEEP 1. SEE DRAWING S-4, STANDARD MANHOLE CASTING. 2. SEE DRAWING S-5, MANHOLE NOTES. 3. SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL. 4. SEE DRAWING S-12, MANHOLE INFLUENT AND EFFLUENT PIPING DETAIL. 5. MANHOLE INSIDE DIAMETER (ID) VARIES DEPENDING ON DEPTH. 6. GROUT SEAL SHALL BE USED AT ALL JOINTS. (SEE DRAWING S-5, NOTE 20). INDIAN RIVER COUNTY DRAOING DEPARTMENT OF MANHOLE STANDARD UTILITY SERVICES DEEP S 8 �z< PIPE TO MANHOLE CONNECTIONS NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES, FOR TOP AND BOTTOM ENTRIES VARIES (SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL) 6„ (SEE DRAWING S-5) 6' STANDARD"T"BRANCH PIPE INVERT FLOW CONCRETE COVER 6" MINIMUM ALL AROUND w CONCRETE TO BE A MINIMUM OF 3,000 PSI CL p (BY CONTRACTOR) OM 6" MIN 00 (TY P) / + STANDARD LONG RADIUS ELBOW CONSTRUCT CHANNEL SLOPE 2"/FT ELEVATION SECTION A -A O J w 3 O J U - (SEE DRAWING S-12, MANHOLE INFLUENT AND EFFLUENT PIPING DETAIL) PLAN VIEW TO BE USED WHERE DROP IS 2'-0" OR MORE NOTES: 1. SEE DRAWING S-5, MANHOLE NOTES. 2. SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL. 3. SEE DRAWING S-12, MANHOLE INFLUENT AND EFFLUENT PIPING DETAIL. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROPS. 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY TO MANHOLES. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES MANHOLE OUTSIDE DROP 2024 DRAWING NO. S-9 124" - 1 FILL CONCRETE OR BRICK EXTEND SLAB -CAST WITH TYPE I OR TYPE II INTEGRAL WITH BASE CEMENT MORTAR CONSTRUCT CHANNEL SLOPE 2"/FT ELEVATION SECTION A -A O J w 3 O J U - (SEE DRAWING S-12, MANHOLE INFLUENT AND EFFLUENT PIPING DETAIL) PLAN VIEW TO BE USED WHERE DROP IS 2'-0" OR MORE NOTES: 1. SEE DRAWING S-5, MANHOLE NOTES. 2. SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL. 3. SEE DRAWING S-12, MANHOLE INFLUENT AND EFFLUENT PIPING DETAIL. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROPS. 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY TO MANHOLES. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES MANHOLE OUTSIDE DROP 2024 DRAWING NO. S-9 DROP LESS -Aki - VARIES (SEE DRAWING S-5) PIPE INVERT (SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL) FILL CONCRETE OR BRICK WITH TYPE I OR TYPE 11 CEMENT MORTAR ELEVATION SECTION A -A PIPE TO MANHOLE CONNECTIONS NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES, FOR TOP AND BOTTOM ENTRIES (SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL) FLOW 6" MIN (TYP) CONSTRUCT CHANNEL SLOPE 2"/FT (SEE DRAWING S-12, MANHOLE INFLUENT AND EFFLUENT PIPING DETAIL) CONSTRUCT CHANNEL L 11% SLOPE Kii ��' /F PLAN VIEW TO BE USED WHERE DROP IS LESS THAN 2'-0" NOTES: 1. SEE DRAWING S-5, MANHOLE NOTES. 2. SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL. 3. SEE DRAWING S-12, MANHOLE INFLUENT AND EFFLUENT PIPING DETAIL. DRAWING INDIAN RIVER COUNTY NO. DEPARTMENT OF MANHOLE INSIDE DROP S-10 UTILITY SERVICES zaz< PIPE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS STEEL 316 ACCESSORIES H.P. ELEVATION OF FILL CONCRETE TO BE SAME AS OD OF PIPE 6" MIN (TYP) NOTES: . y e♦ ., a s a -.-4 MANHOLE BASE SPACE AROUND OUTSIDE OF PIPE SHALL BE COMPLETELY FILLED WITH NON -SHRINK GROUT REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCED STEEL AROUND OUTSIDE OF PIPE (FOR FIELD INSTALLATION) ELEVATION SLOPE 2"/FT (TYP) 1. SEE DRAWING S-5, MANHOLE NOTES. NOTES #: 2, 4, 5, 7, 10, AND 16. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST INDIAN RIVER COUNTY DRAWING PIPE OPENING IN DEPARTMENT OF MANHOLE DETAIL S-11 UTILITY SERVICES 2024 EFFLUENT PIPE PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES (SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL) SLOPE 3/4" ROCK (20' DOWNSTREAM) FILL CONCRETE OR BRICK WITH TYPE I OR TYPE II CEMENT MORTAR BENCH WALL TO SLOPE 2"/FT TOWARD CHANNEL SLOPE INFLUENT PIPE 3/4" ROCK (20' UPSTREAM) CHANNEL TO HAVE SMOOTH TROWEL FINISH ELEVATION PIPE JOINT DETAIL AT MANHOLE NOTES: 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. 3/4" ROCK SHALL BE USED AS BEDDING FOR 20' UPSTREAM AND 20' DOWNSTREAM OF MANHOLE. 4. SEE DRAWING S-5, MANHOLE NOTES, NOTE 16. DRAWING INDIAN RIVER COUNTY I DEPARTMENT OF MANHOLE INFLUENT & UTILITY SERVICES EFFLUENT PIPING DETAIL S-12 2024 MANHOLE FRAME AND COVER FINISHED GRADE FORCE MAIN IRESTRAINED JOINTS WITH MEGA LUGS OR OTHER APPROVED EQUAL (TYP) SEAL Ir w O U Z_ M --w-1 RESTRAINED JOINTS WITH MEGA LUGS OR OTHER APPROVED EQUAL (TYP) STANDARD LONG RADIUS ELBOW CUT HOLE USE NEOPRENE BOOT TO SEAL (SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL) VARIES (SEE DRAWING S-5) - INVERT TO BE SAME AS DOWNSTREAM INLET ELEVATION ASPHALT PAVEMENT INTERIOR OF MANHOLE TO BE LINED (F.G., GML COATING, OR APPROVED EQUAL) DOWNSTREAM INLET NOTES: 1. SEE DRAWING S-5, MANHOLE NOTES. 2. SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL. 3. SEE DRAWING S-12, MANHOLE INFLUENT AND EFFLUENT PIPING DETAIL. 4. NO INSIDE DROP WILL BE ACCEPTED FOR FORCE MAIN TIE-INS. 5. WHERE MANHOLE LINING IS REQUIRED, MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURER'S PRODUCT LIST. 6. SEAL SHALL BE USED AT ALL JOINTS. (SEE DRAWING S-5, MANHOLE NOTES, NOTE 0). DRAWING INDIAN RIVER COUNTY FORCE MAIN TIE-IN NO. DEPARTMENT OF TO MANHOLE S-13 UTILITY SERVICES 2024 CUSTOMER RESPONSIBILITY I IRCDUS RESPONSIBILITY METER BOX WITH FIBERGLASS REINFORCED POLYMER (FRP) i CONCRETE SOLID HEAVY DUTY TRAFFIC BEARING METER BOX LID MARKED "SEWER" WITH SKID RESISTANT SURFACE LIFT SLOT AND 316 STAINLESS STEEL PIN (SEE DRAWING W-6, METER BOX INSTALLATION) W } 1. ZIQ J L I 2"0 CHECK VALVE Lu = I O O I 2"0 CURB STOP alb I I 2"0 - 90° COMPRESSION FITTINGS FINISHED I VALVE BOX GRADE I WITH PAD I FLOW FROM PRIVATEw� RESIDENTIAL LIFT STATION\\ (BY OTHERS)\� / \ 4" MARKER BALL INSIDE BOTTOM OF ALL METER BOXES 2"0 SEWER �.�%/ SERVICE LINE 4"0 TAPPING SLEEVE WITH 4" GATE VALVE (SEE NOTE 5) ELEVATION METER BOX SHALL BE LOCATED IMMEDIATELY INSIDE THE RIGHT-OF-WAY, UNLESS OTHERWISE DIRECTED BY IRCDUS FORCE MAIN NOTES: 1. PRIVATE PUMPING STATIONS SHALL BE APPROVED BY IRCDUS. 2. PRIVATE PUMPING STATION, INCLUDING PUMP, ALL PIPING TO THE SEWER METER BOX, CONTROLS AND ELECTRICAL CONTROL PANEL SHALL BE CONSTRUCTED BY THE OWNER AT NO EXPENSE TO IRCDUS. 3. OWNER SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH THE OPERATION AND MAINTENANCE OF A PRIVATE PUMPING STATION. 4. OWNER OF PROPOSED PRIVATE PUMPING STATION SHALL SIGN AN AGREEMENT ACKNOWLEDGING PUMPING STATION IS TO REMAIN PRIVATE. 5. COMMERCIAL PRIVATE PUMPING STATIONS SHALL HAVE A 4"0 SERVICE TAP CONNECTION TO THE FORCE MAIN WITH A 4" GATE VALVE. RESIDENTIAL PRIVATE PUMPING STATIONS SHALL HAVE A 2"0 SERVICE TAP CONNECTION WITH A 2"0 CORP STOP. INDIAN RIVER COUNTY FORCE MAIN SERVICE DRAWING DEPARTMENT OF FOR TYPICAL PRIVATE S-14 UTILITY SERVICES PUMPING STATION 2o24 LIFT STATION 261 CONCRETE FOOTER WET WELL LINER/COATING (SEE DRAWING L -6A, NOTE 31) �- HOLE FOR INFLUENT PIPE NU U m Z Z ❑ W a� nn O Wa A Wa is UW Zm O -j U Q Z r i HOLE FOR 4" DIP VENT (SEE DRAWING L -1A) - 2" HOLE FOR \ ARV RETURN SAFETY GRATE OVER WET WELL SHALL BE PER IRCDUS APPROVED PRECAST TOP SLAB WITH MANUFACTURER'S PRODUCT LIST OPENING FOR HATCH DOOR SET ON 1" NON -SHRINK NON-METALLIC GROUT NO. 5 REBAR 6" OC EACH WAY -EACH FACE IN TOP SLAB wWTA�Km:V1 � SCHEMATIC: NOTINTENDED FOR CONSTRUCTION. SEE PROJECT PLANS. *(COMPARE TO S-14)" INDIAN RIVER COUNTY DRAOING CONCRETE STRUCTURE DEPARTMENT OF DETAILS - PLAN VIEW L-1 UTILITY SERVICES 202417,67 l�l'ni� SAFETY GRATE OVER WET WELL SHALL BE PER IRCDUS APPROVED PRECAST TOP SLAB WITH MANUFACTURER'S PRODUCT LIST OPENING FOR HATCH DOOR SET ON 1" NON -SHRINK NON-METALLIC GROUT NO. 5 REBAR 6" OC EACH WAY -EACH FACE IN TOP SLAB wWTA�Km:V1 � SCHEMATIC: NOTINTENDED FOR CONSTRUCTION. SEE PROJECT PLANS. *(COMPARE TO S-14)" INDIAN RIVER COUNTY DRAOING CONCRETE STRUCTURE DEPARTMENT OF DETAILS - PLAN VIEW L-1 UTILITY SERVICES 202417,67 NOTES: 1. SEE DRAWINGS L-6 AND L -6A, PUMPING STATION GENERAL NOTES. 2. 112" PREFORMED JOINT MATERIAL TO BE PLACED BETWEEN PIPE AND CONCRETE OR PIPE SLEEVE FOR ALL PIPES ENTERING OR EXITING THE VALVE VAULT AND WET WELL EXCEPT FOR INFLUENT PIPES. 3. ALL HARDWARE (WITH LOCK WASHERS) SHALL BE 316 STAINLESS STEEL. 4. LIFT STATION PAY ITEM INCLUDES ALL COMPONENTS (WET WELL, PUMPS, CONTROL PANEL, PIPING, ETC.) UP TO BUT EXCLUDING THE ISOLATION VALVE. DRAWING INDIAN RIVER COUNTY CONCRETE STRUCTURE NO. DEPARTMENT OF DETAILS - SECTION VIEW L UTILITY SERVICES A 2024 T-0" CONCRETE OPENING FINISHED GRADE rI SEAL SEAL WET WALL THICKNESS WELL PER PRE -CASTER DIAMETER VARIES PRECAST REINFORCED CONCRETE (6'-0" MIN) MANHOLE RISER SECTIONS MANUFACTURED IN ACCORDANCE WITH A.S.T.M. C-475 HOLE FOR --\T INFLUENT PIPE I. I LINER/COATING REQUIRED NO. - - (SEE DRAWING L -6A, NOTE 31) FLOW ), iq : I RUBBER SEAL SEAL FILL JOINTS WITH GROUT GROUT CORNERS (OUTSIDE ONLY) Z\2 OF WET WELL SEAL NO. 4,6" OC l j\ 16 X60. 60° i 12" MIN 3/4" STONE • ...... 18" MINCOM :, i ., �� 98% MAX PACT TO NO. 5,6" OC, E.W., E.F. 2'-0" MIN GROUT CORNERS OF WET WELL (FULL CIRCLE) HEIGHT 2'-4" (TYP) SCHEMATIC: ELEVATION NOT INTENDED FOR CONSTRUCTION. SECTION A -A SEE PROJECT PLANS. "(COMPARE TO S -14A)" NOTES: 1. SEE DRAWINGS L-6 AND L -6A, PUMPING STATION GENERAL NOTES. 2. 112" PREFORMED JOINT MATERIAL TO BE PLACED BETWEEN PIPE AND CONCRETE OR PIPE SLEEVE FOR ALL PIPES ENTERING OR EXITING THE VALVE VAULT AND WET WELL EXCEPT FOR INFLUENT PIPES. 3. ALL HARDWARE (WITH LOCK WASHERS) SHALL BE 316 STAINLESS STEEL. 4. LIFT STATION PAY ITEM INCLUDES ALL COMPONENTS (WET WELL, PUMPS, CONTROL PANEL, PIPING, ETC.) UP TO BUT EXCLUDING THE ISOLATION VALVE. DRAWING INDIAN RIVER COUNTY CONCRETE STRUCTURE NO. DEPARTMENT OF DETAILS - SECTION VIEW L UTILITY SERVICES A 2024 3/4" THREADED S.S. "T" FITTING 3/4" BALL VALVE DIAPHRAM 1/4" BALL VALVE 0 PRESSURE GAUGE p (0-100 PSI) ALL HARDWARE 0 3/4"x3/8" S.S. REDUCER (WITH LOCK WASHERS) THREADED 0 SHALL BE 316 STAINLESS STEEL FLANGE 0 3/8" BALL VALVE 3/8"x1/4" S.S. REDUCER TRANSDUCER (0-100 PSI) PVC JBOX OR'C' CONDUIT 3/4" SCH 40 PVC CONDUIT TO CONTROL PANEL DRAWING PIPING, & DRAWING INDIAN RIVER COUNTY No. DEPARTMENT OF MECHANICAL DETAILS - L-2 UTILITY SERVICES PLAN VIEW 2024 LOCATION OF CONTROL PANEL TO BE APPROVED BY IRCDUS (SEE DRAWINGS L-4, L•4A, SITE PLAN AND L-46, SITE PLAN NOTES; L-5, ELECTRIC SERVICE ENTRANCE; (3) SCHEDULE 80 PVC CONDUITS 2"0 L -5A AND L-513, CONTROL PANEL; CONTROL PANEL TO WETWELL L-6 AND L -6A, PUMP STATION GENERAL ALL CONDUITS ARE TO BE SEALED NOTES; L-7 PUMP STATION ELECTRICAL INSIDE OF WETWELL NOTES, L-8 GENERATOR NOTES AND FLOAT CONTROLS) 3/4" CONDUIT D.I. CHECKVALVE (TYP 2 EACH) GAUGE TRANSDUCER �r (SEE DETAIL ABOVE) 4" D.I. TEE WITH PIPE SUPPORT INFLUENT PIPE (SEE DRAWING LAA) + GATE ISOLATION i VALVE (SEE PLANS) RETURN F01tARV . . Y 4" D.I. CROSS (ROTATED 45") :', . • . 4" D.I. TEE " 4" D.I. PLUG VALVE ;;. (TYP 4 EACH) SCHEMATIC: HOSE CONNECT NOT INTENDED S.S. NIPPLE WITH BALL VALVE ADAPTER (MALE) FOR CONSTRUCTION. CAP (FEMALE) SEE PROJECT PLANS. PLAN VIEW -(COMPARE TO S -15) - DRAWING PIPING, & DRAWING INDIAN RIVER COUNTY No. DEPARTMENT OF MECHANICAL DETAILS - L-2 UTILITY SERVICES PLAN VIEW 2024 ALL FLANGE BOLTS AND - NUTS NEED TO BE 316 STAINLESS STEEL SAFETY GRATE OVER WET WELL REQUIRED PER IRCDUS APPROVED MANUFACTURERS' PRODCUT LIST SINGLE LEAF ACCESS DOOR \ WITH 316 SS HARDWARE WET WELL MUST HAVE LOCKABLE HATCH COVERS 1 I -ivt__ I J -HOOK (1/4"x1" 316 SS) AND ' ASSOCIATED HARDWARE TO SUPPORT PUMP POWER CABLES (OFFSET FROM INFLUENT) 316 SS UPPER GUIDE PUMP — BRACKET WITH 316 SS MOTOR BOLTS AND ANCHORS 316 SS GUIDE RAILS BY CONTRACTOR AS PER PUMP EQUIPMENT MANUFACTURERS' SHOP DRAWINGS ELEV "A" —� — FLOW ELEV "B" EELS INFLUENT PIPE NEOPRENE BOOT WITH - ELEV "D" 316 SS ACCESSORIES (REFER TO DRAWING L-9, FLOAT CONTROL SYSTEM FOR ELEV "A" THRU "G") SCHEMATIC: NOT INTENDED FOR CONSTRUCTION. SEE PROJECT PLANS. *(COMPARE TO S -15A)" z ELEV "F" UNION VENT INTO WET WELL (SCH 80 UV RESISTANT PVC) FORCE MAIN AIR RELEASE VALVE (ARV) 2" 316 SS NIPPLE AND 2" CURB STOP (2" 316 SS CHECK VALVE TO BE USED WHEN FORCE MAIN IS OPEN ENDED) 4" D.I. 45° BEND AND BLIND FLANGE TAPPED 2" �— 4" D.I. CROSS (ROTATED 45°) RETURN FROM ARV •:' STAINLESS STEEL s; ADJUSTABLE PIPE SUPPORT i END LIFT STATION ISOLATION PAY ITEM GATE VALVE (SEE PLANS) 4" DIP VENT WITH (2) DIP 4"x90° BENDS WITH 316 SS HARDWARE CLOTH REQUIRED PIPING -4" HDPE (MIN) OR 2" 316 SS (GRINDER PUMPS) (2) 45° BEND BUTTED FACE TO FACE r� ECCENTRIC REDUCER AS NEEDED ELEV "G" `'r 1.\� ELEVATION n- ­k I n n DISCHARGE CONNECTION CLASS 125 DISCHARGE FLANGE y RISER PIPE FLANGE SHALL HAVE \\� LOCK WASHERS 44- 316 SS BOLTS AND ANCHORS FOR PUMP BASE PLATE (SEE SECTION 10.07B SPECIFICATIONS) NOTES: 1. SEE DRAWINGS L-6 AND L -6A, PUMPING STATION GENERAL NOTES. 2. SEE DRAWINGS L-7 AND L-8, PUMPING STATION ELECTRICAL NOTES AND GENERATOR NOTES AND FLOAT CONTROLS. 3. 1/2" PREFORMED JOINT MATERIAL TO BE PLACED BETWEEN PIPE AND CONCRETE OR PIPE SLEEVE FOR ALL PIPES ENTERING OR EXITING THE VALVE VAULT AND WET WELL EXCEPT FOR INFLUENT PIPES. 4. ALL HARDWARE (WITH LOCK WASHERS) SHALL BE 316 STAINLESS STEEL.. 5. ABOVE GROUND PIPES AND FITTINGS TO BE PAINTED PER SECTION 12 -AERIAL CROSSINGS. PUMP, PIPING, & DRAWING INDIAN RIVER COUNTY No. DEPARTMENT OF MECHANICAL DETAILS - L-2 UTILITY SERVICES SECTION VIEW 2021 A SCHEMATIC: NOTINTENDED FOR CONSTRUCTION. SEE PROJECT PLANS. BOND #4 STRANDED TINNED COPPER TO ACCESS COVER AND FRAME TO FENCE (SEE NOTE 2) COUNTERPOISE 2/0 STRANDED TINNED COPPER (30" MIN BELOW GRADE) J BOND #4 STRANDED TINNED COPPER TO ACCESS COVER AND FRAME (SEE NOTE 3) PLAN VIEW WET WELL 2/0 STRANDED TINNED COPPER TO FENCE /O\ I I L_ (SEE DRAWING L -3A) J #4 AWG JUMPERS (TYP) NOTES: 1. TIE TO FENCE, MINIMUM 2 LOCATIONS. NOT REQUIRED WHERE PVC COATED, BLOCK, OR WOOD FENCE IS INSTALLED. 2. PROVIDE EXOTHERMIC WELDS UNLESS NOTED OTHERWISE. 3. TEST WELL TO BE INSTALLED AT EACH GROUNDING ROD. (SEE DRAWING L -3B) INDIAN RIVER COUNTY PUMP STATION DRAOING DEPARTMENT OF GROUNDING DETAIL L-3 UTILITY SERVICES 21124 GATE F BRAID CLAMP (TYP) 1/8" THICK x 1" WIDE x 12" LC MULTI -STRAND TINNED COPPER BRAID TO GROUND GRID #4 AWG TINNED COPPER GROUNDING CONDUCTOR NO. 2/0 TINNED COPPER GROUNDING CONDUCTOR FENCE POST GROUNDING FENCE RAIL POST GROUNDING CLAMP mi,mumexelm, mAo TO PUMP STATION COUNTERPOISE PERIMETER GROUND LOOP METAL ACCESS COVER GROUND SS CLAMP BOLT TO COVER 1/8" THICK x 1" WIDE MULTI -STRAND TINNED COPPER BRAID (LENGTH AS REQUIRED) �— GROUND CLAMP BOLT TO FRAME 3/4" PVC CONDUIT 1'-0" LONG (SEE NOTE #2) COVER AND DOOR GROUNDING NOTES: 1. ON EACH DOOR PROVIDE WATERPROOF CAULKING WHERE GROUND CABLE AND CONDUIT PENETRATES WET WELL TO PREVENT INTRUSION OF GROUNDWATER AND ESCAPE OF VAPORS FROM WET WELL. 2. INSTALL GROUND WIRE SO THAT IT WILL NOT CROSS CLEAR OPENING OR PREVENT OR IMPEDE NORMAL METHOD OF REMOVING FLOATS OR PUMPS. INDIAN RIVER COUNTY PUMP STATION FENCE DRNOING DEPARTMENT OF POST & COVER L-3 UTILITY SERVICES GROUNDING 2024 1267A BROOKS PRODUCTS 10"x17' SERIES 36 PULL BOX OR EQUAL PRE -CAST CONCRETE 3" HIGH LETTERS CAST IN COVER GROUND TEST WELL LIFTING HOLE RECESSED HOLD -� DOWN (TYP) CAST IRON COVER PLAN VIEW DRILL AND TAP ----\ r- FINISHED GRADE #4 AWG TINNED COPPER 2'• GROUNDING CONDUCTOR PROVIDE 36" SLACK 5:< MECHANIL -/ / \ GRAVEL CONNECT NO. 2/0 AWG TINNED COPPER GROUNDING CONDUCTOR TO COUNTERPOISE GROUND ROD ELEVATION INDIAN RIVER COUNTY PUMP STATION GROUND DRAW DEPARTMENT OF TEST WELL L-3 UTILITY SERVICES 2024 B - �I EM2§E q -k2$ _j 0 < Ez§2ww )fw0 EL 0K■(-) d / q < 0 0Rw - < §EM§g 7 m wz§6LL , k/ �mw.Mb m � w .: .. .. kU) �. . . L�� < /LUW \ W SEL o F- w �Rb U) F- W� < $� =Fw o_ mw z� \ ww Ro D k m 2 k� 0 a. $ 2 Z LL C/) le'll 0 N� ¢ 0 W § k 0 > _§ @ _ & �LU z w �| �o ESQ Q m ƒ W U) qJ� >w _ v- f w� O < F- _ J « 2_ z C �R 2 z Q D M§ 0 �� ��y \ § w u / \ �w \ $ z_ 0 ����\ &§& «2 �� zt EL °2i<q & 2 §E[%0 ~ ' ��----'�© / z R°§mS Z uDz,� `� ozo� z g w _o ca ® ga» a > § b LLoee» < > § O 2 . LU F- _j \ ico§\§ . <oo\ �O< 3 U mf- <«& wzw ��� wZ�k �fL /bU < 20 %&qƒ 0\ § URO z% ® w 0/ 0 \ m ° §W )%�zw w k �(L a \U) LU /k(L L.0p o< U L § w W$I22 DRAWING 0 ƒ 2&U)]§ �. LL I L §§§§k L-4 � $«( . 2 W H = H =)F-MOMO WZWC O �U wZF" w� Doa UO-�� OIiQ ZwQ- aw ��z= z2ww ZZHwW U- QU)m O� - m j NOTES: 1. REFER TO SECTION 10 FOR PUMPING STATION SPECIFICATIONS. 2. CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO PUMP STATION CONSTRUCTION. 3. REINFORCED CONCRETE SLAB 6" THICK (MINIMUM), SHALL HAVE A FINISHED PAD ELEVATION 4" ABOVE FINISHED GRADE ELEVATION. 4. EXPANSION AND CONTRACTION JOINTS SHALL BE REQUIRED AT WET WELL, VALVE VAULT AND MANHOLE AS APPLICABLE. 5. CONCRETE SLAB CONSTRUCTION TO CONFORM TO ACI 318 STANDARD. 6. LOCATION OF CONTROL PANEL PER IRCDUS INSPECTOR. 7. A 6 -FOOT HIGH CHAIN LINK FENCE WITH 12 -FOOT WIDE, DOUBLE SWING GATES, ACROSS THE DRIVE IS TO BE INSTALLED WHERE REQUIRED BY IRCDUS. 8. DATA FLOW TOWER FOUNDATION TOP SHALL BE 6" ABOVE FINISHED GRADE. LOCATION TO BE APPROVED BY IRCDUS. 9. SHOW ELECTRICAL LAYOUT ON AS-BUILTS AT LIFT STATIONS TO HELP LOCATORS. 10. AN ACCESS DRIVE SHALL BE PROVIDED TO ALL IRCDUS MAINTAINED LIFT STATIONS. ALL ACCESS DRIVES SHALL BE A MINIMUM OF 12' WIDE, 45' LONG. IF FENCE IS INSTALLED, SWING GATE SHALL HAVE A 12' OPENING. 11. LIFT STATION IS TO BE LOCATED IN A DEDICATED UTILITY EASEMENT, 50' AWAY FROM HOMES, CUL-DE-SACS, AND SURFACE BODY WATER. 12. A WATER SERVICE LINE (1"0) WITH REDUCED PRESSURE BACKFLOW PREVENTER, WATER METER, AND HOSE BIBB IS REQUIRED. 13. CONTRACTOR TO INSTALL PERMANENT SIGNAGE WITH CONTACT INFORMATION AND PHONE NUMBER AT ALL IRCDUS AND PRIVATE LIFT STATIONS. 14. 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. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES DRAWING NO. SITE PLAN NOTES L-4 CONTROLPANEL (SEE DRAWINGS L-5 AND L -5A) METER CAN p i SERVICE DISCONNECT (316 STAINLESS STEEL) ENCASED PLAN VIEW (3) 4" ALUMINUM SCH 40 SUPPORT POST (TYP) WITH LED SECURITY LIGHT DOOR SWINGS TOWARD WET WELL 3' CLEAR ZONE VARIES VARIES 3' CLEAR ZONE I (MAX 4'-0") (MAX 4'-0") —�I SECURITY LED LIGHT SHALL BE MOUNTED TO CONTROL PANEL SERVICE DISCONNECT NEMA 4X FRAME OF COMMERCIAL GRADE 316 STAINLESS STEEL ALUMINUM OR DIRECT LAMP ALARM POST (10'-0" MIN HEIGHT) 1 (3) 4" ALUMINUM OR 316 STAINLESS STEEL SCH 40 SUPPORT POST (TYP) FA 5/8"O x 10' LONG COPPER - WELD GROUND ROD CONDUIT TO POWER POLE (SEE DRAWING L-3 OR L -3A SITE PLAN) METER CAN STROBE 316 STAINLESS STEEL UNISTRUT BRACING (3 REQUIRED) O 0 I CONTROLPANEL POWDER COATED 316 SS O O I I GENERATOR RECEPTACLE SCHEDULE80 ALUMINUM CONDUITS (ABOVE GROUND) GROUND CLAMP 1 i #2/0 BARE COPPER WIRE JUNCTION BOX I POWDER -COATED FINISHED G IDE STAINLESS STEEL OB RE ` :;; %/ 'yr HOUSEKEEPING SLAB COPPER WIRE 5/8"0 x 10' LONG COPPER WELD GROUND ROD SCHEDULE 80 PVC CONDUITS CONCRETE SUPPORT 1/4 CU. YD. REFER TO SPECIFICATIONS (BELOW GROUND) 3000 PSI POURED AGAINST (SEE DRAWINGS L-5 AND L -5A) UNDISTURBED SOIL SECTION 10 SUBMERSIBLE WASTEWATER PUMPING STATION FRONT ELEVATION SERVICE STRUCTURE LOCATION TO BE APPROVED BY IRCDUS SEE DRAWING L-7, PUMPING STATION ELECTRICAL NOTES INDIAN RIVER COUNTY ELECTRICAL SERVICE DRAWING DEPARTMENT OF ENTRANCE METER & L-5 UTILITY SERVICES PANEL BOX 2024 TERMINAL BLOCK SPARE PARTS SCREW -DOWN PADS FOR COAX CABLE (TYP) START/RUN CAPACITORS POLYPHASER ALARM STROBE DRIP SHIELD INSTALL LIGHT AT TOP INTERIOR OF PANEL ON DOOR SWITCH O I O WHITE WIRE WAY O DFSSURGE ARRESTORS 0 � 40004 l'4R we OO❑ BATTERY � . oo❑ ® ❑o❑ WHITE WIRE WAY r ----------------i I I DFS PRE -WIRED HARNESS (DO NOT DISASSEMBLE FLIP FUSE HOLDERS L ---------------J WHRE WIRE WAY F13 Fd -S R% FIIAOF10-11 WHITE WIRE WAY HIR1 HLR2 SR MSRIMSR2ISLRR2SLRR PMR WHITE WIRE WAY AI CR1 GR2 CR3 CR4 1SLR 2$IR AIT WHRE WIRE WAY MOTOR CONTROL BREAKER — EMERGENCY GENERATOR BREAKER WHITE WIRE WAY �CY•ii�CYsi� Y_Y [�] a�aaa�aa ; 2 &L=JL'O dsk=JL:1 TBx CONTROL TERMINALS TERMINALS MOUNTED lN ON 30. STAND-OFF 6�7 5KVA 316 STAINLESS STEEL CONTROLTRANSFORMER REQUIRED FOR 460/480 STATIONS CONTROL CIRCUIT BREAKER AND DUPLEX RECEPTACLE BREAKER PUMP CIRCUIT BREAKER MOTOR STARTER (20 HP OR LESS) OVER 20 HP SHALL HAVE SOFT STARTS ALARM WEATHER PROOFBLACKBOX w w~ CONDUIT-ALUMINUM HUBS REQUIRED SS P�P�� ,P�\�G J�e� J�R� ��� REFER TO SPECIFICATIONS �pop ���� oP� tiQ J1, SECTION 10 41 .0 a� JP �� \Q. lz . �� SUBMERSIBLE WASTEWATER 41111 5" "o e e ���� PUMPING STATION ti DUPLEX PUMPING STATION SEE DRAWING L-7, PUMPING STATION ELECTRICAL NOTES INDIAN RIVER COUNTY DRAOING DEPARTMENT OF CONTROL PANEL L-5 UTILITY SERVICES LAYOUT 20241271 A NOTES: 1. REFER TO SECTION 10 FOR PUMPING STATION SPECIFICATIONS. 2. CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO PUMP STATION CONSTRUCTION. 3. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL PUMP STATIONS ALONG WITH THE REQUIRED PUMP STATION CALCULATIONS. 4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AGAINST FLOATATION OF WET WELL UNTIL ALL BACKFILL IS IN PLACE. 5. ALL CONCRETE SHALL BE CLASS A -A (4,000 PSI FOR PRECAST AND 3,000 PSI FOR CAST -IN-PLACE), UNLESS OTHERWISE SPECIFIED. 6. 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). 7. ALL BACKFILL AROUND THE PUMP STATION SITE SHALL BE COMPACTED @ 98% OF MAXIMUM DENSITY, PER AASHTO-T-180. 8. CHAMFER EXPOSED CONCRETE EDGES 3/4 " (TYP). 9. WET WELL WALL SHALL CONTAIN A MINIMUM OF .022 SQ IN/LINEAR FOOT REINFORCEMENT, EACH WAY TOP TO BOTTOM. 10. ALL PIPING AT THE PUMP STATION SITE SHALL BE RESTRAINED. 11. ALL PUMPS AND PUMPING EQUIPMENT SHALL CONFORM TO IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 12. STAINLESS STEEL (316) CABLE HOLDER SHALL BE LOCATED ON OPPOSITE SIDE OF WET WELL FROM THE INFLUENT PIPE. 13. NO UNI -FLANGE PIPE CONNECTIONS ALLOWED. 14. MAINTAIN MINIMUM OF 6" BETWEEN ANY PIPING, FITTINGS, ETC. AND PRECAST CONCRETE. 15. ALL WET WELLS SHALL BE LINED. SEE SPECIFICATIONS SECTION 10. 16. LINERS SHALL BE INSTALLED ON ALL PUMP STATION WET WELLS AND MANHOLES RECEIVING PUMPED SEWAGE, PLUS FIVE (5) MANHOLES IN EACH DIRECTION. 17. PUMPS SHALL BE DESIGNED TO PROVIDE A MINIMUM PUMP RUN TIME EQUAL TO HALF THE CYCLE TIME. 18. LIFT STATION SITE SHALL BE DESIGNED TO PROVIDE A MAXIMUM CLEARANCE OF TEN FEET OUTSIDE OF 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. A SAFETY GRATE WITH STAINLESS STEEL (316) HARDWARE IS REQUIRED FOR ALL WET WELLS. REFER TO SPECIFICATIONS SECTION 10 SUBMERSIBLE WASTEWATER PUMPING STATION INDIAN RIVER COUNTY PUMPING STATION DRAOING DEPARTMENT OF GENERAL NOTES L-6 UTILITY SERVICES 2024 NOTES: 21. SEE PUMPING STATION CONCRETE STRUCTURE, PLAN VIEW AND SECTION VIEW DRAWINGS, L-1 AND L -1A. PUMP, PIPING, AND MECHANICAL DRAWINGS, L-2 AND L -2A. PUMP STATION GROUNDING DETAIL AND SITE PLAN NOTES, L-3 AND L -3A. ELECTRICAL SERVICE ENTRANCE METER AND PANEL BOX DRAWING, L-4. SEE DRAWINGS L-5, L -5A, L-6, L -6A, L-7, L-8 AND L -8A FOR CONTROL PANEL LAYOUTS, PUMPING STATION GENERAL NOTES, AND ELECTRICAL NOTES. 22. STRUCTURE DIMENSIONS MAY VARY UPON APPROVAL BY THE IRCDUS DUE TO BUOYANCY COMPENSATION OR OTHER REQUIREMENTS. 23. GATE VALVE TO BE LOCATED AT LIFT STATION FORCE MAIN JUNCTION. 24. STAINLESS STEEL (316) LIFTING BAILS SHALL BE USED FOR PUMPS IN LIFT STATIONS. 25. SINGLE PHASE PUMPS (I.E. GRINDER) SHALL BE A MAXIMUM OF 5.0 HP, AND BY IRCDUS APPROVAL ONLY. 26. ALL WET WELLS 15' DEEP OR GREATER THAN 10' DIAMETER MUST BE APPROVED BY IRCDUS ENGINEERING. 27. OUTSIDE WALLS AND UNDERSIDE OF WET WELL TOP SLAB AND VALVE BOX SHALL BE PAINTED WITH TWO (2) COATS OF WATER BASE EPDXY. 28. ALL HARDWARE TO BE 316 STAINLESS STEEL. 29. PUMP STATION POWER SUPPLY FROM FLORIDA POWER AND LIGHT ELECTRIC POWER POLE OR TRANSFORMER TO THE PUMP STATION ELECTRIC PANEL SHALL BE INCLUDED ON THE RECORD DRAWING. 30. ALL PROPOSED PRIVATE STATION OWNERS ARE TO SIGN AN AGREEMENT ACKNOWLEDGING STATION IS TO REMAIN PRIVATE UNLESS SUBJECT STATION IS CONSTRUCTED TO IRCDUS STANDARDS. REFER TO SPECIFICATIONS SECTION 10 SUBMERSIBLE WASTEWATER PUMPING STATION INDIAN RIVER COUNTY DRAOING DEPARTMENT OF PUMPING STATION L-6 UTILITY SERVICES GENERAL NOTES 2024 A NOTES: 1. REFER TO SECTION 10 FOR PUMPING STATION SPECIFICATIONS. 2. ALL ELECTRICAL WORK SHALL MEET CURRENT NATIONAL ELECTRICAL CODE (N.E.C.). 3. ELECTRIC SERVICE FOR IRCDUS LIFT STATIONS SHALL BE 3 PHASE. 4. A MINIMUM T CLEAR ZONE IS REQUIRED AROUND THE ELECTRICAL AREA. THE MINIMUM WORKSPACE REQUIREMENTS SHALL ADHERE TO THE NATIONAL ELECTRICAL CODE (N.E.C.), SECTION 110.26(A). 5. A 3/4" CONDUIT SHALL BE INSTALLED BETWEEN THE CONTROL PANEL AND THE VALVE VAULT FOR THE TRANSDUCER. 6. THREE SCHEDULE 80 PVC CABLE CONDUITS (2"0) REQUIRED FROM WET WELL TO CONTROL PANEL FOR POWER/INSTRUMENTATION. ONE CONDUIT (3/4"0) REQUIRED FROM VALVE VAULT TO CONTROL PANEL FOR TRANSDUCER. ONE CONDUIT (1"0) FOR TELEMETRY EQUIPMENT. ONE SCHEDULE 80 PVC CABLE CONDUIT (70) REQUIRED FOR ELECTRICAL SERVICE. TOTAL OF SEVEN (7) CONDUITS. 7. ALL BURIED CONDUIT SHALL BE SCHEDULE 80 PVC. ALL EXPOSED CONDUIT SHALL BE STAINLESS STEEL (316) OR ALUMINUM. CONDUIT TO BE SEALED. 8. A MASTIC COATING IS REQUIRED WHERE PANEL POST AND ALUMINUM OR STAINLESS STEEL (316) CONDUIT IS IN DIRECT CONTACT WITH CONCRETE. 9. THE CONTROL PANEL DOOR MUST OPEN TOWARD THE WET WELL. 10. CONTROL PANEL SHALL BE APPROVED BY IRCDUS BEFORE INSTALLATION. 11. ELECTRICAL CONTROL PANEL SHALL MEET N.E.C. CODE 1.10.26A , BE NEMA 4X, POWDER COATED 316 STAINLESS STEEL, AND SHALL CONFORM TO PUMP MANUFACTURERS' AND SCADA SYSTEM REQUIREMENTS. 12. CONTROL PANEL SHALL MEET THE REQUIREMENTS OF SERVICE ENTRANCE BY PROPER BONDING OR SHALL BE UL SERVICE ENTRANCE RATED. 13. CONTROL PANEL SHALL HAVE A DATA FLOW, FLOAT BY-PASS SWITCH. 14. BOTTOM OF CONTROL PANEL TO BE 28" TO 34" ABOVE GROUND. 15. ALL PENETRATIONS INTO ELECTRIC CONTROL PANEL REQUIRE MEYER HUBS. CORROSIVE MATERIALS WILL NOT BE ALLOWED. 16. DISCONNECT BETWEEN METER AND PANEL TO BE 316 STAINLESS STEEL, NON-FUSABLE. STATIONS WITH GENERATORS SHALL BE FUSED. 17. PUMP STATION CONTROL PANEL SHALL BE PROVIDED WITH APPROPRIATE LIGHTNING ARRESTOR. VERIFY ALL DRIVEN GROUNDING GRIDS PER N.E.C. 250.56 AND SCADA (LATEST STANDARDS). 18. ALARM HORN SHALL BE SEALED TO PREVENT LEAKAGE. 19. ALL HARDWARE AND FASTENERS TO BE STAINLESS STEEL (316). 20. TOOLS AND SPARE PARTS ARE REQUIRED (SEE SECTION 10.05). 21. THE MAXIMUM HORSEPOWER RATING FOR A 120/240 VOLT WASTEWATER PUMPING STATION PANEL IS 20 HP. ANY PUMP SIZE GREATER THAN 20 HP SHALL HAVE 480 VOLT SERVICE AND BE DESIGNED BY AN ELECTRICAL ENGINEER. 22. ALL WIRE TERMINALS SHALL BE TINNED. 23. PROVIDE AN OVERHEAD LIGHT OPERATED BY A SWITCH IN THE CONTROL PANEL. LIGHT SHALL BE LED, TYPE IV, 40OW METAL HALIDE EQUAL, MOUNTED AT A HEIGHT OF 12'. 24. FOR 480 V GENERATOR INSTALLATION, PROVIDE A 5 KVA TRANSFORMER AND EMERGENCY STOP SWITCH ON PANEL NEAR GENERATOR SET. SEE SECTION 17.2.08 OF SPECIFICATIONS, ACCESSORIES. 25. PROVIDE GROUNDING TO ALL EQUIPMENT, EQUIPMENT REQUIRED BY N.E.C. 250. REFER TO SPECIFICATIONS SECTION 10 SUBMERSIBLE WASTEWATER PUMPING STATION DRAWING INDIAN RIVER COUNTY PUMPING STATION NO. DEPARTMENT OF ELECTRICAL NOTES L-7 UTILITY SERVICES 2024 1777 1 GENERATOR NOTES: 1. 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. 2. IF LESS THAN 200 HOMES ARE CONSTRUCTED INITIALLY, BUT IN FUTURE PHASES THE BUILD -OUT IS 200 HOMES ARE GREATER, AN EMERGENCY GENERATOR WILL BE REQUIRED. THE PUMPING STATION SHALL BE CONSTRUCTED WITH SPACE AVAILABLE FOR AN EMERGENCY GENERATOR TO BE INSTALLED WHEN 200 HOMES ARE CONSTRUCTED. 3. IRCDUS MAY CONNECT ADDITIONAL DEVELOPMENTS INTO A PROPOSED PUMPING STATION AND MAY REQUIRE AN EMERGENCY GENERATOR. 4. NATURAL GAS TO BE USED FOR GENERATOR FUEL SOURCE WHERE AVAILABLE. 5. SEE SECTION 17, ENGINE DRIVEN GENERATOR SETS FOR SPECIFICATIONS. FLOAT CONTROL SYSTEM: PUMPING STATION DATA TABLE ELEV. "A" LIFT STATION NUMBER INFLUENT PIPE INVERT ELEVATION PRIMARY CONDITION PUMPING CAPACITY GPM 0 TOTAL HEAD t FEET 0 EFFICIENCY % 0% PRIMARY CONDITION PUMPING CAPACITY GPM 0 TOTAL HEAD x FEET 0 EFFICIENCY % 0% SECONDARY CONDITION PUMPING CAPACITY GPM 0 TOTAL HEAD t FEET 0 EFFICIENCY % 0% MINIMUM SOLID PASS. IMPELLER INCHES 00-00-0 PUMP MODEL NUMBER NO. XX -00 PUMP IMPELLER INCHES 0000 PUMP SPEED (DESIGN) R.P.M. 0 MOTOR NAMEPLATE H.P. H.P. t0.0 MAXIMUM PUMP BRAKE H.P. H.P. 0000 MAXIMUM NPSHR @ SECONDARY FEET 0000 MAXIMUM MOTOR SPEED R.P.M. 00 INTIAL INFLUENT FLOW RATE PEAK G.P.M. 0000 MINIMUM PUMP CYCLE TIME MINS. 0.00 ALARM SIGNAL ON ELEVATION ELEV. "A" 0.00 INFLUENT PIPE INVERT ELEVATION ELEV. "B" 0.00 LAG PUMP ON ELEVATION ELEV. 'C" 0.00 LEAD PUMP ON ELEVATION t ELEV. 'D" 0.00 PUMPS OFF ELEVATION ELEV. "E" 0.00' ALARM SIGNAL ON ELEVATION ELEV. "I"' 0.00 BOTTOM OF WET WELL ELEV. "G" 0.00 PUMP MANUFACTURER INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES PUMP SHALL OPERATE BETWEEN PRIMARY AND SECONDARY POINTS SEE DRAWING L -2A, PUMP, PIPING AND MECHANICAL DETAILS - SECTION VIEW FOR GENERAL ARRANGEMENT OF FLOAT CONTROL SWITCHES PUMP OFF REFER TO SPECIFICATIONS ELEVATION MUST SECTION 10 BE 3" ABOVE TOP OF PUMP SUBMERSIBLE WASTEWATER PUMPING STATION DRAWING GENERATOR NOTES NO. & FLOAT CONTROLS L-8 2024 RECLAIMED WATER 279. LENGTH VARIES 2'-6" MIN (PER MANUFACTURERS' SPECIFICATION) 2'-6" M VARIES Z_ 0 N --"m— —----- + --- _ iii +- Ilii i-- Z FLOW —� FLOW 0 N CONCRETE PAD - 3,000 PSI COMMERCIAL GRADE FIBER MESH CONCRETE (6" THICK MINIMUM, LENGTH AS REQUIRED) PLAN VIEW STANCHION SADDLE SUPPORT SS SAMPLE TAP 1/4"0 METER WITH TOTALIZER PLUG VALVE WITH LIMITING SET-UP (SEE DRAWING R -2A, NOTE 4) AND ELECTRIC ACTUATOR CHECK VALVE WITH WIRE TO LEVEL WEIGHTED LEVER ARM PRESSURE TRANSDUCER 90° BEND (TYP) (BURIED IN CONDUIT) (FLG x FLG) FLOAT SWITCH CABLE CONCRETE �E TO CONTROL PANEL PAD (6" MIN) (BURIED IN CONDUIT) GATE VALVE WITH BOX GATE VALVE ECLAIMED WATE EXISTING U) WITH BOX IN usE w 18" MIN GRADE PLACARD (SEE DRAWING Q 30" MAX > E R -2A, NOTE 3 Ali - r 00 \r\ \/r\\fr\\/�\\ I \/\�/\�/\\�/\i/\�/\��\�/\�� I \•�\/\�,/\�\\/r/ i U 1/2\PRE FORMED JOINT \MATERIAL \/ TO BE PLACED BETWEEN PIPE AND FLOW - CONCRETE OR PIPE SLEEVE FLOW 90° BEND (TYP) FLANGED M.J. SPOOL CONNECTION (SEE DRAWING R -2A, NOTE 1) CONTINUE DISCHARGE PIPING (SEE DRAWING R-2) ELEVATION SEE DRAWING R -2A, RECLAIMED WATER NOTES INDIAN RIVER COUNTY RECLAIMED WATER DRNO. DEPARTMENT OF METER VALVE R_1 UTILITY SERVICES ASSEMBLY DETAIL 2,21 W\� LAKE OR POND 2'x2' PRE -CAST CONCRETE BOX CULVERT �01 INFLOW PIPE - 15"0 CORRUGATED CRUSHED STONE 12" THICK MINIMUM ALUMINUM CULVERT (LENGTH VARIES) ELEVATION STILLING WELL 45° BEND (TYP) PLACARD RECLAIMEC WATER IN USE (SEE DRAWING REINFORCE CONCRETE PIER 1/2" PREFORMED JOINT MATERIAL TO BE PLACED BETWEEN PIPE AND CONCRETE OR PIPE SLEEVE R -2A, NOTE 3) I_ I I DISCHARGE PIPE DUCTILE IRON / VARIES •'' EXISTING (SEE DRAWING { . GRADE / R -2A, NOTE 6) 717777,17,/. FLOW i �\�\� ' 12" THICK MIN cn Lu \ \\ END OF PIPE HIGH WATER LEVEL LAKE OR POND �— 45° BEND FLANGED M.J. SPOOL CONNECTION (TYP) "30" MINIMUM CONTINUE DISCHARGE PIPING (SEE DRAWING R-1) ELEVATION - DISCHARGE PIPE SEE DRAWING R -2A, RECLAIMED WATER NOTES DR RECLAIMED WATER AWING INDIAN RIVER COUNTY NO DEPARTMENT OF DISCHARGE & STILLING R-2 UTILITY SERVICES WELL DETAIL M24 WIRE TO PLUG VALVE WITH ELECTRIC ACTUATOR FLOAT SWITCH CABLE (BURIED IN CONDUIT) TO CONTROL PANEL (BURIED IN CONDUIT) BAR GRATING FLOAT SWITCH (EMERGENCY OVERFLOW CUTOFF) EO �— EXISTING PRESSURE TRANSDUCER GRADE HIGH WATER LEVEL y W\� LAKE OR POND 2'x2' PRE -CAST CONCRETE BOX CULVERT �01 INFLOW PIPE - 15"0 CORRUGATED CRUSHED STONE 12" THICK MINIMUM ALUMINUM CULVERT (LENGTH VARIES) ELEVATION STILLING WELL 45° BEND (TYP) PLACARD RECLAIMEC WATER IN USE (SEE DRAWING REINFORCE CONCRETE PIER 1/2" PREFORMED JOINT MATERIAL TO BE PLACED BETWEEN PIPE AND CONCRETE OR PIPE SLEEVE R -2A, NOTE 3) I_ I I DISCHARGE PIPE DUCTILE IRON / VARIES •'' EXISTING (SEE DRAWING { . GRADE / R -2A, NOTE 6) 717777,17,/. FLOW i �\�\� ' 12" THICK MIN cn Lu \ \\ END OF PIPE HIGH WATER LEVEL LAKE OR POND �— 45° BEND FLANGED M.J. SPOOL CONNECTION (TYP) "30" MINIMUM CONTINUE DISCHARGE PIPING (SEE DRAWING R-1) ELEVATION - DISCHARGE PIPE SEE DRAWING R -2A, RECLAIMED WATER NOTES DR RECLAIMED WATER AWING INDIAN RIVER COUNTY NO DEPARTMENT OF DISCHARGE & STILLING R-2 UTILITY SERVICES WELL DETAIL M24 NOTES: 1. ALL ABOVE GROUND PIPING AND FILLINGS SHALL BE FLANGED DUCTILE IRON PIPE. 2. ALL ABOVE GROUND PIPING, FITTINGS AND VALVE BOX LIDS SHALL BE PAINTED PANTONE PURPLE (522C). 3. PROVIDE PLACARDS MOUNTED ON STANDARD "U" SHAPE SIGN POST, 8' LONG, WITH THE WORDS "RECLAIMED WATER IN USE". PLACARDS SHALL BE PLACED ADJACENT TO THE RECLAIMED WATER METERIVALVE ASSEMBLY AND BY THE DISCHARGE AND STILLING WELL. 4. PROPELLER OR MAG METER SHALL BE LINKED TO IRCDUS REMOTE TRANSMITTING UNIT (RTU) FOR REMOTE MONITORING BY IRCDUS. THE METER SHALL REPORT IN GALLONS PER MINUTE. PLUG VALVE SHALL BE REMOTELY ACTUATED VIA IRCDUS AND BY PRESSURE TRANSDUCER IN LAKE. PLUG VALVE SHALL REPORT "PERCENTAGE OPEN" POSITION. INTEGRATE ALL LOGIC WITH IRCDUS SCADA SYSTEM. 5. A TELEMETRY AND MONITORING DEVICE IS REQUIRED AT DISCHARGE. DEVICE TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. 6. DISCHARGE INVERT TO BE ONE (1) PIPE DIAMETER ABOVE METER, OR 30" (MINIMUM) ABOVE GRADE, WHICHEVER IS HIGHER. 7. ELECTRICAL PANEL SHALL BE PER LIFT STATION PANEL SPECIFICATIONS. (SEE DETAIL DRAWINGS L-5, L -5A, L-513, L-6, AND L -6A). ELECTRICAL PANEL TO BE LOCATED AS CLOSE TO THE METER AS PRACTICAL. 8. BAR GRATING OVER TOP OF STILLING WELL SHALL BE ALUMINUM, BEARING BAR SPACING 1.188", CROSS BAR SPACING 4". HEIGHT 1.5" OR AS APPROVED BY IRCDUS. 9. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES RECLAIMED WATER NOTES DRAWING NO. R-2 �In "P.- • MISCELLANEOUS 283 PROVIDE SLOPED SIDE WALLS IN ACCORDANCE WITH OSHA REGULATIONS WHEN DEPTH AND SOIL CONDITIONS REQUIRE DETECTION TAPE (SEE DRAWING M -1A, NOTE 7) MAINTAIN TRENCH WIDTH 2'-0" ABOVE TOP OF PIPE MAXIMUM WATER LEVEL ALLOWABLE DURING CONSTRUCTION \\ (SEE DRAWING o M-1 A, NOTE 4) N \i\\ 7- C, 4" 3/4"0 BEDDING ROCK OR PEA ROCK WHERE CONDITIONS REQUIRE 1MVIA Ali 12" -'—PIPE---l-12" O.D. .Wl MINIMUM TRENCH WIDTH ELEVATION SEE DRAWING M -1A, TRENCH DETAIL NOTES w Lu O U Z io M FINISHED GRADE 12" MAX LIFTS AND COMPACT TO 95% DENSITY 6" MAX LAYERS AT 98% UNDISTURBED SOIL COMPACTION DENSITY REPORT, SIGNED AND SEALED BY A FLORIDA LICENSED PE, REQUIRED INDIAN RIVER COUNTY TRENCH DETAIL DEPARTMENT OF UNPAVED EASEMENT UTILITY SERVICES 2024 DRAWING NO. M-1 NOTES: 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ON DRAWING M-1, PROVIDE METHOD OF CONSTRUCTION TO IRCDUS FOR APPROVAL. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD IN ACCORDANCE WITH OSHA REGULATIONS. 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180 MODIFIED PROCTOR METHOD. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. 5. COMPACTION REPORTS REQUIRED. 6. MINIMUM TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 7. 2" DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 6" BELOW BOTTOM OF BASE COURSE. TAPE TO BE MARKED "CAUTION -WATER LINE BELOW", "CAUTION -FORCE MAIN BELOW", OR "CAUTION -REUSE MAIN BELOW". TRACE WIRE SHALL BE USED CONTINUOUSLY ON ALL PIPE. (SEE DRAWING M-14, TRACE WIRE DETAIL). 8. ALL RESTORATION IN EASEMENTS OR RIGHT-OF-WAYS OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATION, WHICHEVER IS MORE STRINGENT. 9. ALL PIPE TO BE LOCATED A MINIMUM OF 5' O.C. (TYPICAL) FROM EDGE OF PAVEMENT. 10. EXCAVATABLE FLOWABLE FILL IS ALLOWED WITH PRIOR APPROVAL OF PROPOSED MATERIAL STRENGTH BY COUNTY PUBLIC WORKS ENGINEER OR DESIGNEE. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES TRENCH DETAIL NOTES 2024 DRAWING NO. M-1 w TRENCH WIDTH - I TRENCH WIDTH + T-0" MINIMUM SURFACE RESTORATION MECHANICALLY SAW EXISTING PAVEMENT 2' MIN 1 1/2" MIN (SEE NOTE 1) /!//r/// /E2 Tf DETECTION TAPE (SEE DRAWING M -1A, NOTE 7) BACKFILL IN 6" MAXIMUM SUB -GRADE NJ - LIFTS & COMPACT TO A EXISTING (SEE NOTE 1) MINIMUM OF 98% DENSITY MATERIAL (V MAXIMUM WATER LEVEL ALLOWABLE DURING CONSTRUCTION 4" 3/4"0 BEDDING ROCK OR PEA ROCK WHERE CONDITIONS REQUIRE -12" PIPE 12"- O.D. 'W, MINIMUM TRENCH WIDTH ELEVATION SEE DRAWING M -1A, TRENCH DETAIL NOTES EXISTING BASE cr w w REPLACEMENT LIME ROCK U BASE IN 3 LIFTS AT 98% g z CD M 6" MAX LAYERS AT 98% UNDISTURBED SOIL COMPACTION DENSITY REPORT, SIGNED AND SEALED BY A FLORIDA LICENSED PE, REQUIRED NOTES: 1. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. 2. NEW SURFACE MATERIALS SHALL BE CONSISTENT IN DEPTH WITH EXISTING MATERIALS AND SHALL HAVE LAPPED JOINTS, (1 1/2" MINIMUM THICKNESS). PAVEMENT MATERIAL TO BE SPECIFIED. 3. MINIMUM TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 4. EXCAVATABLE FLOWABLE FILL IS ALLOWED WITH PRIOR APPROVAL OF PROPOSED MATERIAL STRENGTH BY COUNTY PUBLIC WORKS ENGINEER OR DESIGNEE. INDIAN RIVER COUNTY DRAOING TRENCH DETAIL (PAVED DEPARTMENT OF AREAS & SHOULDERS) M-2 UTILITY SERVICES 2024 17 R IN RESTRAINED LENGTH IN FEET EACH SIDE OF BEND PIPE DIAMETER D.I.P. P.V.C. (INCHES) 90° 45° 221/2° 111/4° 90° 45° 22112° 111/4° 3" 30' 15' 10' 5' 40' 20' 10' 5' 4" 35' 15' 10' 5' 55' 25' 15' 10' 6" 55' 25' 10' 5' 80' 35' 20' 10' 8" 65' 30' 15' 10' 90' 40' 20' 10' 10" 80' 35' 20' 10' 110' 50' 25' 15' 12" 95' 40' 20' 10' 130' 55' 30' 15' 16" 120' 50' 25' 15' 165' 70' 35' 20' 20" 150' 65' 30' 15' 200' 85' 40' 20' 24" 180' 70' 35' 20' 210' 90' 45' 25' 30" 190' 80' 40' 20' 250' 105' 50' 25' 36" 220' 95' 45' 25' 0 0 0 0 42" 245' 105' 50' 25' 0 0 0 0 48" 260' 120' 60' 30' 0 0 0 0 RESTRAINED LENGTHS FOR DEAD ENDS & BRANCHES FROM TREES SHALL BE THE SAME AS FOR 90" BEND ALL IN-LINE VALVES SHALL BE TREATED AS DEAD END WITH RESTRAINED PIPE JOINTS UP AND DOWN INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES RESTRAINED PIPE I DRNOING LENGTHS & SCHEDULE I M-3 NOTES 2024 RESTRAINED LENGTH IN FEET EACH SIDE FOR REDUCER PIPE DIAMETER (INCHES) 3" 4" 6" 8" 10" 12" 16" 20" 24" 30" 3" 0 0 0 0 0 0 0 0 0 0 4" 40' 0 0 0 0 0 0 0 0 0 6" 50' 45' 0 0 0 0 0 0 0 0 8" 75' 70' 40' 0 0 0 0 0 0 0 10" 95' 90' 70' 40' 0 0 0 0 0 0 12" 120' 115' 100' 75' 40' 0 0 0 0 0 16" 160' 155' 140' 125' 100' 70' 0 0 0 0 20" 200' 195' 185' 170' 150' 130' 75' 0 0 0 24" 160' 155' 150' 140' 135' 120' 90' 50' 0 0 30" 195' 190' 185' 180' 170' 160' 120' 105' 70' 0 36" 225' 220' 215' 210' 205' 195' 180' 150' 125' 70' 42" 245' 240' 235' 230' 225' 220' 205' 180' 155' 105' 48" 255' 250' 245' 1 240' 235' 230' 215' 195' 175' 125' RESTRAINED LENGTHS FOR LARGER DIAMETER PIPES ALL IN-LINE VALVES SHALL BE TREATED AS DEAD END WITH RESTRAINED PIPE JOINTS UP AND DOWN INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES RESTRAINED PIPE I DRNOING LENGTHS & SCHEDULE I M-3 NOTES 2024 FINISHED GRADE 20' STICK CENTERED BELOW OBSTRUCTION ELEVATION NOTES: CENTER A FULL LENGTH OF PIPE AT THE POINT OF CROSSING 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 WATER MAIN IS AT LEAST 6", AND PREFERABLY 12", ABOVE OR A MINIMUM OF 12" BELOW THE OTHER PIPELINE. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE IF 36" MINIMUM COVER CAN BE MAINTAINED ABOVE THE WATER MAIN AND 6" OF SEPARATION BETWEEN THE WATER MAIN AND THE OTHER PIPELINE. 2. 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 3' FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST 6, FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER. 3. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS IN LIEU OF DEFLECTING THE PIPE AS SHOWN ABOVE. 4. TRACE WIRE SHALL BE INSTALLED ABOVE THE PIPE. (SEE DRAWING M-14, TRACE WIRE DETAILS). 5. ALL WATER AND SEWER PIPING 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 PADS, ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO 4, FROM ANY UNDERGROUND UTILITIES (I.E. GAS MAINS, TELEPHONE LINES, CABLE LINES, IRRIGATION MAINS, ETC.) 6. IRCDUS MAY REQUIRE AIR RELEASE VALVES ON EACH SIDE OF A UTILITY CROSSING. DRAWING INDIAN RIVER COUNTY UTILITY CROSSINGS NO. DEPARTMENT OF M_4 UTILITY SERVICES 2024 RR FULL GASKET PLAN VIEW 316 STAINLESS STEEL FLANGE PRESSURE PORT EXISTING MAIN 41N FLANGE AND MECHANICAL JOINT GATE VALVE M.J. FITTING TAPPING SLEEVE HARDWARE 316 STAINLESS STEEL ELEVATION NEW MAIN NOTES: 1. NEW MAIN SHALL BE RESTRAINED PER IRCDUS ENGINEERING. THRUST BLOCK ON EXISTING MAIN AT TAPPING SLEEVE LOCATION MAY BE REQUIRED, 2. ALL MATERIALS SHALL BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES TAPPING SLEEVE & VALVE ASSEMBLY 1124 DRAWING NO. M-5 VALVE BOX PAD 36" SQUARE TRACE WIRE LEFT IN (SEE DRAWING M-7) REPLACEMENT ASPHALT TOP OF VALVE BOX TO BE 1 1/2" THICK 24" MAXIMUM WITH O WITHOUTEXTENSION x3000 PSI CONCRETE No. 3 0 REBAR CONTINUOUS & TIED OR FIBER \ w LIME ROCK OR REINFORCED CONCRETE O CAST IRON VALVE BOX LID FLOWABLE FILL BASE (SEE DRAWING M -6A, NOTE 7) U i D NUT WRAP WITH FILTER CLOTH z io M K. CAST IRON VALVE BOX, H-10 LOAD RATING TRACE WIRE I VALVE BOX STABILIZER FINISHED GRADE WIRE PORT 3"0 TO HOUSE TRACE WIRE (SEE APPROVED MANUFACTURERS' PRODUCT LIST) INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES + �0 TYPE I PAVED AREA VALVE BOX PAD 24" SQUARE (SEE DRAWING M-7) 3"0 BRASS INDICATOR SHALL BE WET SET FLUSH INTO FIBERCRETE OR EPDXY TO SURFACE TRACE WIRE f _ \ CAST IRON VALVE BOX LID (SEE DRAWING M -6A, NOTE 7) TYPE II ELEVATION UNPAVED AREA DRAWING NO. VALVE & BOX DETAIL M-6 2024 NOTES: 1. VALVE BOXES SHALL BE CONSTRUCTED PER MANUFACTURERS' SPECIFICATION. 2. ALL VALVE BOXES SHALL BE SHAFT/SCREW TYPE AND CANNOT REST ON THE VALVE. 3. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS. 4. VALVE MARKERS ARE TO BE INSTALLED ADJACENT TO ALL VALVES IN UNPAVED AREAS AS DIRECTED BY IRCDUS. (SEE DRAWING M-10, VALVE MARKER). 5. ALL VALVES ARE TO BE LOCATED BY GPS. 6. TRACE WIRE IS REQUIRED. (SEE DRAWING M-14, TRACE WIRE DETAILS). 7. VALVE BOX LID LOCATED IN PAVEMENT SHALL BE A MINIMUM 24 LBS. WITH A MINIMUM 6" LONG THROAT. 8. VALVE BOX SHALL COMPLY WITH FDOT STANDARDS AS APPLICABLE. 9. VALVE EXTENSIONS OVER 36" REQUIRE IRCDUS ENGINEERING APPROVAL. VALVE NUT EXTENSION MAY BE REQUIRED FOR DEEP VALVES. 10. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1,000', OR AS DIRECTED. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES VALVE & BOX DETAIL NOTES DRAWING NO. M-6 2024 A 36"06"x8" THICK FIBERCRETE PAD AT EACH VALVE BOX CONSTRUCTED IN PAVED AREAS (TYPE 1) 24"x24"x6" THICK FIBERCRETE PAD AT EACH VALVE BOX CONSTRUCTED IN UNPAVED AREAS (TYPE II) WIRE PORT BOX 3"0 TO HOUSE TRACE WIRE WITH CAST IRON LID IS TO BE PROVIDED IN UNPAVED AREAS (TYPE II) CAST IRON VALVE BOX LID 3"0 BRASS INDICATOR (EXAMPLE) SHALL BE FLUSH WITH TOP OF PAD AND SHALL BE WET SET IN CONCRETE OR DRIVEN / ANCHORED IN PAVEMENT VALVE BOX PADS IN THE PAVEMENT DO NOT HAVE WIRE PORT BOXES OR BRASS INDICATORS 1�M11"O AgiAT'I SEE DRAWING M-6, VALVE AND BOX DETAIL NOTES: VALVE BOX LIDS SHALL BE PAINTED: WATER - BLUE FIRE HYDRANTS - RED FORCE MAINS - GREEN REUSE MAINS - PURPLE BRINE - BROWN IN UNPAVED AREAS (SEE DRAWING M-6, 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 VALVE PAD. VALVE BOX LID LOCATED IN PAVEMENT SHALL BE A CAST IRON, STAY -PUT COVER, MINIMUM 24 LBS. WITH A MINIMUM 6" LONG THROAT AND SHALL BE MARKED WITH RAISED LETTERS: "WATER", "SEWER", "BRINE", OR "REUSE WATER" AS APPLICABLE. VALVE BOX SHALL COMPLY WITH FDOT STANDARDS AS APPLICABLE. NO VALVE RINGS ARE TO BE USED. 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. (SEE DRAWING M-6, VALVE AND BOX DETAIL). INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES VALVE BOX PAD 2024 DRAWING NO. M-7 MANHOLE FRAME WITH PAVEMENT HINGED VENTED LID ECCENTRIC CONCRETE MANHOLE TOP SEAL (TYP) (SEE NOTE 6) GASKET MANHOLE COATING (SEE NOTE 2) $ DOWNWARD FACING SCREENED VENT FOR POTABLE APPLICATIONS AIR RELEASE VALVE DETAILS (SEE DRAWING M-9) SIDE OPENINGS TO BE SEALED (SEE NOTE 7) / NOTES: 32^ FINISHED GRADE (SWALE) 10" 8" VARIES 6" MIN (TYP) 8" I rol RIES 3/4" GI;ZAVEL OR DRAIN ROCK ELEVATION WATER MAIN/WASTEWATER MAIN 1. AIR RELEASE VALVE IS TO BE LOCATED INSIDE A CONCRETE MANHOLE WITH HINGED LID, PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 2. MANHOLES FOR SEWER FORCE MAINS SHALL BE COATED. ALL COATING MATERIAL SHALL BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. SEE DRAWING M-9, AIR RELEASE VALVE MANHOLE ABOVE GROUND. 4. SEE DRAWING M-14, TRACE WIRE DETAILS. 5. WASTEWATER LIDS SHALL BE VENTED. 6. SEAL SHALL BE USED AT ALL JOINTS. (SEE DRAWING S-5, MANHOLE NOTES). 7. OPENING AT BOTH SIDES OF THE MANHOLE TO BE SEALED WITH MATERIALS PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. COMPOSITE BOXES (TIER 22) MAY BE USED IN NON -TRAFFIC AREAS. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES AIR RELEASE VALVE MANHOLE BELOW GROUND 2024 DRAWING NO. DOWNWARD FACING SCREENED VENT FOR POTABLE APPLICATIONS 2"0 NIPPLE STAINL NPS THREA 2" STAINI SERVIC NOTES ELEVATION WATER MAIN/WASTEWATER MAIN AIR RELEASE VALVE STAINLESS STEEL THREADED NIPPLE 3ALL VALVE STAINLESS STEEL STAINLESS STEEL DOUBLE -BOLT STAINLESS STEEL. STRAP 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE CONDITIONS MAKE IT INACCESSIBLE OR AS REQUIRED BY THE IRCDUS. 2. AIR RELEASE RISERS TO BE IN A VERTICAL PLUMB POSITION AND PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL BORES, AIR RELEASE VALVES ARE TO BE PLACED ON EITHER SIDE OF THE CROSSING. 3. SEE DRAWING M-14, TRACE WIRE DETAILS. 4. FOR AIR RELEASE VALVES LARGER THAN 2" CONSULT IRCDUS. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES AIR RELEASE VALVE MANHOLE ABOVE GROUND 2024 DRAWING NO. 3" WIDE x 4'-6" MIN FIBERGLASS MARKER i SIZE OF MAIN a � I TYPE OF SERVICE z Y � I oho ! DEPTH OF COVER c) 90 i I MARKER :n I FINISHED GRADE VALVE \i\i\i\i \ z o x \\/\,\\� 0 f \/ /\//\/,,\/,,\/,,\//�, � o \'\\W IW o 0 R.O.W. I ELEVATION PLAN NOTES: 1. MARKER TO BE PLACED PERPENDICULAR, AT A 90° ANGLE, TO ROADWAY AND DIRECTLY OVER PIPE, ADJACENT TO VALVE, AS DIRECTED BY IRCDUS. 2. MARKER TO BE USED AT ALL CANAL CROSSINGS AND AS DIRECTED BY IRCDUS. 3. MARKER TO BE PLACED ADJACENT TO WATER MAIN VALVES, FORCE MAIN VALVES, RE -USE MAIN VALVES, AND BRINE VALVES AS DIRECTED BY IRCDUS. 4. ALL MATERIAL TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 5. MARKERS SHALL BE PAINTED: BLUE - WATER RED - FIRE HYDRANTS GREEN - FORCE MAINS PURPLE - REUSE MAINS BROWN - BRINE INDIAN RIVER COUNTY DRNOING DEPARTMENT OF VALVE MARKER M_1 0 UTILITY SERVICES 2024 17 20'-0" (TYP) 2'-6" 5'-0" 5'-0" 5'-0" 2'-6" D CARRIER PIPE (ALL RESTRAINED JOINTS) SIDE VIEW 316 STAINLESS STEEL NUTS AND BOLTS on No STEEL CASING PIPE (SEE NOTE 1) DETAIL SECTION A -A NOTES: 0 CASING INSULATOR WITH RUNNER HEIGHT TO BE LARGE ENOUGH SO THAT IT DOES NOT INTERFERE WITH THE PIPE RESTRAINED JOINTS 0 CARRIER PIPE 1. STEEL CASING PIPE SHALL MEET A.S.T.M. A-139, GRADE B REQUIREMENTS WITH A MINIMUM YIELD STRENGTH OF 35,000 PS. 2. EACH LENGTH OF STEEL CASING PIPE SHALL BE FIELD WELDED TO PROVIDE WATER PROOF JOINTS. 3. INSULATORS OR SPACERS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. INDIAN RIVER COUNTY JACK & BORE DETAIL DRAWING DEPARTMENT OF CASING M-11 UTILITY SERVICES INSULATOR / SPACERzoz< UUG 1 ILL IKUN I U tX I tNU ONE LENGTH MINIMUM v CLASS 52 PIPE V ELEVATION CARRIER PIPE SIZE STEEL CASING MINIMUM WALL THICKNESS 4" 12" 0.188 6" 14" 0.250 8" 16" 0.250 10" 20" 0.250 12" 24" 0.250 16" 32" 0.375 20" 40" 0.375 24" 48" 0.500 30" 60" 0.625 36" 72" 0.625 42" 84" 0.625 48" 94" 0.625 NOTES: 1. IF RETAINER GLANDS ARE REQUIRED, THE CASING SIZE SHALL BE ADJUSTED ACCORDINGLY. 2. INSTALL CASINGS BY DRY -BORING THROUGH THE CASING, WHILE SIMULTANEOUSLY JACKING THE CASING. 3. MAINTAIN THE JACKING AND RECEIVING PITS IN A DRY CONDITION BY USE OF PUMPS OR OTHER METHODS APPROVED BY IRCDUS. 4. IF NECESSARY, PROVIDE SHEETING AND SHORING FOR THE JACKING AND RECEIVING IN ACCORDANCE WITH OSHA REGULATIONS. DRAWING INDIAN RIVER COUNTY CASING INSTALLATION NO. DEPARTMENT OF DETAILS M-12 UTILITY SERVICES 2024 180° RETURN BEND 316 STAINLESS STEEL HARDWARE CLOTH INSECT SCREEN // \ 3" PIPE 316 STAINLESS STEEL )Al I 4'-0" I -- CASING VENT OFFSET WITH BENDS AS REQUIRED DRILL AND THREAD OPENING, WELD CONNECTION, OR SADDLE AS REQUIRED END SEAL (TYP) EACH END 6„� I USE NEOPRENE BOOT WITH 316 STAINLESS STEEL CLAMP TO SEAL ENDS OF CASING MAIN END SEAL ELEVATION NEW STEEL CASING NOTES: 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE IRCDUS ENGINEER IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. 2. NEOPRENE END SEAL TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. INDIAN RIVER COUNTY JACK &BORE DRAWING DEPARTMENT OF CASING VENT & M_13 UTILITY SERVICES END SEAL DETAILS 11114 EDGE OF PAVEMENT zw METALLIC BACKED DETECTION TAP./I�/�V, ■9 HALF-HITCH AT SERVICE TAP CONTINUOUS #10 STRANDED COPPER TRACE WIRE FINISHED GRADE PLACE MARKER BALL IN ALL METER BOXES FI F\/ATInN1 _ .qFF2\/irF= nPTAII NOTES: NG WITH CAP VED AREAS , TYPE II) - - _ - - AT EACH END OF ALL VALVES ELEVATION - VALVE BOX DETAIL 1. TRACE WIRE IS REQUIRED ON ALL PIPES REGARDLESS OF MATERIAL. 2. INCLUDE ALL COST OF MATERIAL AND LABOR TO INSTALL TRACE WIRE IN PRICE OF PIPE. 3. CONTRACTOR IS RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL TRACE WIRE. 4. ALL CONNECTIONS SHALL BE MADE WITH DIRECT BURY CONNECTORS. 5. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 6. COLOR OF TRACE WIRE SHALL BE: BLUE FOR WATER, GREEN FOR SEWER, AND PURPLE FOR RECLAIMED WATER. DRAWING INDIAN RIVER COUNTY NO. 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I w Q Q m cn0co 0 w c z0 Q cli+ a Ico + U I Z N 0 31 ';. 0 a I o U z 'CD w� p g w c7 o W a w O U I z 0 Q I 4 2-,- a04 z .J, 2 Ev H w O> cN7 I (/i W m Z I O W f0 W N y V d C_ O fA F- Fav I w ai I cn w v �c �� E a� � x io J Qa a O W °' y 3ay�a Sa U) w X 0Zzm LLJ o yo U�oO t U W pga �w I I a c Z� y Ue —a: L LL�O M yam`- C O Q H a LL, 3n33�S .,Z v°, pROP_ERN�to. m c E m �a0 � ° ww---- 3-_ c mw ?LU o w� �a°o >a 3cm wm �y N y O N N iy I p I �Q2c�c� c + m U m w v o y o ZI > N > I > > c. c 10� ED d J r u: U' lY O y y N d 3 O m i0 iG W ° w .0 N w � I a c7 (7 I cn L w o m O v c.0 W Z Z O Z Z I Z =O� O I N w U) c j I O w a DRAWING a X X X x w 03 NO. w w W W m z 0 M-15 0 2024 fifi NOTES: 1. ALL AS -BUILT RECORD DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH THE "STANDARDS OF PRACTICE" SET FORTH IN CHAPTER 5J-17, FLORIDA ADMINISTRATION CODE PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 2. ALL AS -BUILT RECORD DRAWINGS SHALL BE CERTIFIED BY THE ENGINEER OR SURVEYOR. 3. ALL AS -BUILT RECORD DRAWINGS SHALL CLEARLY DEPICT UTILITY LINES THAT WERE CONSTRUCTED ALONG THEIR RESPECTIVE EASEMENT (IF REQUIRED). AS -BUILT RECORD DRAWINGS WILL NOT BE ACCEPTED UNLESS THE VERBIAGE "PROPOSED" AND/OR "TO BE CONSTRUCTED" HAVE BEEN DELETED ON THE DRAWING. AS -BUILT RECORD DRAWINGS WITH "PROPOSED" OR "TO BE CONSTRUCTED" TERMINOLOGY WILL NOT BE ACCEPTED. 4. ALL AS -BUILT RECORD DRAWINGS SHALL BE IN FLORIDA STATE PLANE COORDINATES. STATE PLANE COORDINATES SHALL BE BASED ON THE FLORIDA STATE PLANE HORIZONTAL DATA (EAST ZONE); OR FLORIDA HIGH PRECISION GEODETIC NETWORK (SUPERSTATION) AND NAD 83/1999 - FINAL ADJUSTMENT, OR THE MOST CURRENT DATUM ADOPTED BY INDIAN RIVER COUNTY. 5. ALL ELEVATIONS SHOWN SHALL BE BASED ON 1988 NAVD (NORTH AMERICAN VERTICAL DATUM). 6. ALL AS -BUILT RECORD DRAWINGS SHALL BE TIED TO A MINIMUM OF ONE (1) PERMANENT REFERENCE MONUMENT (P.R.M.) AT THE END OF EACH PROJECT. ONE P.R.M. SHALL BE TIED TO A MINIMUM OF ONE (1) SECTION CORNER OR ONE-QUARTER (1/4) SECTION CORNER WHICHEVER IS CLOSEST TO THE PROJECT. STATE PLANE COORDINATES SHALL BE PHYSICALLY SHOWN ON THE DRAWING NEXT TO THE P.R.M. USED. 7. HORIZONTAL CONTROL MONUMENTATION FOR UTILITY LINES SHALL BE A MINIMUM OF TWO (2) POINTS AT A MAXIMUM OF 1,400' BETWEEN POINTS AND SHOWN ON ALL PLANS. 8. VERTICAL CONTROL (WHEN REQUIRED) FOR LINEAR UTILITY LINES, SUCH AS WATER AND SEWER, SHALL HAVE A MAXIMUM OF 1,100' BETWEEN EXISTING CONSTRUCTION OR ESTABLISHED BENCHMARKS. 9. FLORIDA STATE PLANE HORIZONTAL DATA (I.E.: NORTHING AND EASTING) AND STATION AND OFF -SET SHALL BE TIED TO VALVES, METERS, FITTINGS, MANHOLES, BLOW -OFFS, WATER SERVICES, FIRE HYDRANTS, SERVICE SADDLES, CORP STOPS, AND PIPE (PIPE AT 200' INTERVALS). 10. ALL NEW UTILITY CONSTRUCTION LINES ON ALL AS -BUILT RECORD DRAWINGS SHALL BE SHOWN WITH A WIDER, SOLID LINE. EXISTING UTILITY LINES SHALL BE SHOWN WITH A THINNER, DASHED LINE. 11. ALL NEWLY CONSTRUCTED VALVES SHALL BE CLEARLY IDENTIFIED BY SIZE, TYPE, TOP ELEVATION AND DIRECTION/NUMBER OF TURNS TO OPEN. ING INDIAN RIVER COUNTY AS -BUILT RECORD DRAO. DEPARTMENT OF UTILITY SERVICES DRAWING GENERAL I M-16 NOTES 2024 NOTES: 12. ALL NEW UTILITY CONSTRUCTION LOCATED WITHIN THE RIGHTS-OF-WAY, EASEMENTS AND ALIKE SHALL BE TIED TO THE RESPECTIVE RIGHTS-OF-WAY, EASEMENTS, ETC. EVERY 1,000' AND CHANGE OF DIRECTION. 13. CONSTRUCTION BASELINE SHALL BE LOCATED ON THE CENTERLINE OF THE ROADWAY, UNLESS CONDITIONS WARRANT AND ARE APPROVED BY IRCDUS. BASELINE STATIONING SHALL BE EVERY 100', CONTROL POINTS SET AT EVERY 500' AND ANGLE CHANGE OF DIRECTION. 14. TOP OF PIPE ELEVATIONS AND STATIONING TO BE TYPED, LISTED, SEALED, AND SUBMITTED BY THE ENGINEER FOR LOCATING THE AIR RELEASE VALVES AS CONSTRUCTION PROCEEDS. 15. UTILITY CONFLICTS SHALL BE CALLED OUT WITH TOP AND BOTTOM ELEVATION OF THE UTILITY, TOP AND BOTTOM ELEVATION OF THE CONFLICTING PIPE, AND VERTICAL SEPARATION (INCHES). 16. SHOW PUMP STATION POWER SUPPLY FROM FP&L POWER POLE OR TRANSFORMER TO THE PUMP STATION ELECTRIC PANEL. 17. ALL AS -BUILT RECORD DRAWINGS SHALL BE COMPLETE AND APPROVED BEFORE COMMENCEMENT OF UTILITIES FIELD TESTING. 18. PRIOR TO SUBMITTING THE ELECTRONIC COPY, ONE (1) DRAFT HARD COPY OF EACH AS -BUILT SHALL BE SUBMITTED TO UTILITIES FOR REVIEW AND APPROVAL. 19. FOLLOWING STAFF APPROVAL OF THE DRAFT, THE AS-BUILTS SHALL BE SUBMITTED TO UTILITIES ON A CD IN PORTABLE DOCUMENT FORMAT (.pdf) WITH ENGINEER'S OR SURVEYOR'S ELECTRONIC SEAL, AND IN AUTOCAD (.dwg) FORMAT. THE CD SHALL BE ACCOMPANIED BY ONE (1) 24"x36" SIGNED AND SEALED HARD COPY. 20. ALL RECORD DRAWINGS SHALL STATE IN 1/2" LETTERING "RECORD DRAWING" AND THE DATUM USED (1/2" LETTERING) IN THE LOWER RIGHT-HAND SIDE OF THE ORIGINAL DRAWING OR COPY ALONG WITH THE AS -BUILT DATE. ALL RECORD DRAWINGS SHALL BE IN A MINIMUM SCALE OF 1"=40'. MINIMUM TEXT SHALL BE 1/8". 21. THE AUTOCAD (.dwg) VERSION OF RECORD DRAWINGS SHALL BE FORMATTED WITH ALL NEWLY CONSTRUCTED IRCDUS UTILITIES IN THE FOLLOWING LAYER STATES: ALITOCAD LAYER NAME DATA TO BE CONTAINED IN LAYER WATER MAIN WATER MAIN ONLY WATER FITTINGS WATER FITTINGS, METERS, VALVES, SERVICE LATERALS, ETC. GRAVITY SEWER GRAVITY SEWER MAIN ONLY SEWER FORCE MAINS SEWER FORCE MAIN ONLY SEWER FITTINGS SEWER FITTINGS, MANHOLES, VALVES, SERVICE LATERALS, ETC. R/O CONCENTRATE MAINS, FITTINGS, VALVES, ETC. RECLAIMED WATER MAINS, FITTINGS, VALVES, ETC. INDIAN RIVER COUNTY AS -BUILT RECORD DRAWING DEPARTMENT OF DRAWING GENERAL M-16 UTILITY SERVICES NOTES (CONTINUED) 2024 n2 A NOTES: 1. ALL INCOMING ROUTE SURVEYS THAT ARE REQUIRED FOR ENGINEERING DESIGN USE SHALL BE RECEIVED ON A CD, AS AN ELECTRONIC COPY, AUTOCAD 2015 FORMAT, OR LATEST VERSION. ELECTRONIC COPY OF ROUTE SURVEY SHALL NOT CONTAIN EXCESSIVE AUTOCAD LAYER STATES OR LAYERS WITH INFORMATION THAT DOES NOT PERTAIN TO THE ROUTE SURVEY REQUESTED. ALONG WITH AN ELECTRONIC VERSION, (3) THREE (24"x36") SIGNED AND SEALED COPIES OF ROUTE SURVEYS SHALL BE SUBMITTED AND SHALL BE IN A MINIMUM SCALE OF 1 "=40'. 2. ALL SURVEYS THAT ARE REQUIRED FOR ENGINEERING DESIGN USE, AND ARE LOCATED WITHIN A DISTANCE OF ONE (1) MILE FROM ANY INDIAN RIVER COUNTY GLOBAL POSITIONING SYSTEM (G.P.S.) CONTROL PROJECT MONUMENTS, SHALL BE TIED INTO THE GPS MONUMENT FROM ONE (1) PERMANENT REFERENCE POINT OR THE SUBDIVISION CORNER THAT IS ALONG THE SURVEY ROUTE AND SHALL THEN BE TIED TO THE SURVEY BASE LINE. 3. SHOW EXISTING RIGHT-OF-WAY LIMITS AND/OR EASEMENTS WITHIN THE LIMITS OF CONSTRUCTION. 4. SHOW SURVEY BASELINE STATIONING EVERY 100', CONTROL POINTS SET EVERY 500', AND AT ANGLE CHANGE 5. SHOW CROSS SECTION SPOT ELEVATIONS AT GRADE EVERY 1 00'FOR GRAVITY SEWER LINE CONSTRUCTION AND 100' FOR WATER LINE AND FORCE MAIN CONSTRUCTION. ELEVATIONS THAT REFLECT ANY SIGNIFICANT CHANGE IN GRADE BETWEEN THE PREVIOUSLY STATED FOOTAGE SHALL BE SHOWN ON PLANS. 6. SHOW EXISTING PARCELS, TRACTS, AND LOT CORNER LOCATIONS SHOWN WITH FRONT FOOTAGE DIMENSIONS PER PLAT WHEN PLATTED. IF CONSTRUCTION PROJECT IS ALONG BACK OF LOTS, THEN SHOW BACK LOT DIMENSIONS. 7. SHOW EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF DIRT ROAD. 8. SHOW EXISTING UTILITIES AS LOCATED IN FIELD (WATER, SEWER, TELEPHONE, ELECTRIC, CABLE TV, STREET LIGHTS, ETC.) (NOTE: SUNSHINE 811 TO BE CONTACTED BY SURVEYING FIRM PRIOR TO SURVEY LOCATE; WITH THE INTENT OF COUNTY EXCAVATION). 9. SHOW EXISTING UTILITIES AS ASSOCIATED WITH NOTE 6 ABOVE (EXAMPLE: VALVES, METERS, MANHOLES, ETC.) 10. SHOW EXISTING CURBS, SIDEWALKS, DRIVEWAY WIDTHS AND TYPES. 11. SHOW EXISTING DRAINAGE PIPE CROSSINGS, CATCH BASINS, MANHOLES, AND DRIVEWAY CULVERTS (TYPE, SIZES, AND INVERT ELEVATIONS). 12. SHOW EXISTING SWALES AND/OR DITCHES. TAKE CROSS SECTION SPOT ELEVATIONS EVERY 1 00'AT TOP AND BOTTOM IF WITHIN AREA OF CONSTRUCTION. INDIAN RIVER COUNTY ROUTE SURVEY DRAOING DEPARTMENT OF REQUIREMEN S M-17 UTILITY SERVICES 2024 13 NOTES: 13. SHOW EXISTING FENCES. 14. SHOW EXISTING TREES AND/OR SHRUBBERY. 15. ALL OTHER NON-MOVABLE ITEMS SUCH AS MAILBOXES, FLAG POLES, ETC. 16. ALL STREET NAMES. STREET NAMES SHALL APPEAR ON EVERY PRINTABLE SHEET. 17. ALL COMMERCIAL AND SINGLE/MULTI FAMILY RESIDENCE MUST HAVE PARCEL I.D. AND STREET ADDRESS INDICATED ON THE PLAN. 18. ALL FIRE HYDRANTS AND FIRE HYDRANT VALVES SHALL BE CLEARLY IDENTIFIED. 19. ALL UTILITY VALVES SHALL BE CLEARLY IDENTIFIED. 20. ROUTE SURVEYS PERFORMED FOR WATER ASSESSMENT PROJECTS MAY REQUIRE RESIDENTIAL WELL LOCATIONS. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES ROUTE SURVEY REQUIREMENTS (CONTINUED) DRAWING NO. M-17 m", III - SPECIFICATIONS 305 Section 1 Water Mains - Ductile Iron Pipe (DIP) and Fittings 306 1.01 1.02 Section 1 Water Mains — Ductile Iron Pipes (DIP) and Fittings General A. DIP 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 IRCDUS during construction permit review or by IRCDUS field personnel during construction, if it is determined that DIP is unsuitable for the particular application. B. All DIP shall be manufactured in accordance with AWWA Specification C151 (A21.51), or latest revision and shall be pressure Class 300 or 350 minimum as depicted on Table 1.1 on page 1-2. All DIP crossings under roadways and other traffic areas shall be pressure Class 350 minimum. C. Unless specifically indicated otherwise, underground piping shall be manufactured restrained bell and spigot and above ground piping shall be flanged. D. Cutting of DIP shall be by sawing only. Pipe A. DIP shall be bell and spigot cast in accordance with AWWA Specification C151 (ANSI A21.51), 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 thicknesses shall be computed in accordance with AWWA Specification C150 (ANSI A21.51), or latest revision, using the physical characteristics cited above with a minimum working pressure of 300 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 psi. 1-1 2024 — Indian River County Department of Utility Services 307 Table 1.1 Pressure Class 300 and 350 Nominal Actual 300 psi 350 psi Size Outside Wall Wall Diameter 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 1.03 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) or C153 (ANSI 21.53), latest revisions. All aboveground fittings shall be flanged joint. B. The pressure rating shall be 350 psi (Class 350). C. Joint restraints, when required, shall be in accordance with IRCDUS Approved Manufacturers' Products List or an approved equal. D. All fittings shall be lined with the same material as specified for the pipe as per paragraph 1.04. 1.04 Lining and Coating A. Unless otherwise indicated, all DIP shall be factory lined and coated. B. All pipe shall be cement mortar lined and seal coated in accordance with AWWA Standard C104 (ANSI A21.4), or latest revision unless double lining is required by IRCDUS. 1-2 2024 - Indian River County Department of Utility Services 308 C. Unless specified otherwise, all ductile iron pipe shall be bituminous coated outside to a dry film thickness of at least 1 mil. D. 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. 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 C105 (ANSI A21.5), 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) DIP water mains shall be primed and painted "blue" as per IRCDUS Approved Manufacturers' Products List or equal. 1.05 Bell and Spigot Connections A. Joints in bell and spigot pipe shall be push -on, mechanical, or restrained joints in accordance with AWWA Standard C111 (ANSI 21.11), latest revision. Pipe restraints shall also be in accordance with IRCDUS Standards or as directed by IRCDUS's Engineer. 1.06 Flanged Connections A. All flanged pipe barrels shall comply with the physical and chemical requirements as set forth in the Handbook of DIP 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 2024 — Indian River County Department of Utility Services 309 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-316SS. 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 C115 (ANSI A21.15), latest revision. 1.07 Submittals A. Before starting fabrication of the DIP and fittings, the Contractor shall submit one set of complete working drawings (shop drawings) to the Engineer of Record and IRCDUS for approval. Such drawings shall show the pipe, fittings, valves, expansion joints, hangers, supports, and other appurtenances to be installed. Where special fittings are required, they shall be shown in large detail with all the necessary dimensions. The Engineer of Record shall review the drawings and notify IRCDUS of the drawings approved and not approved. IRCDUS will also review the drawings and coordinate approvals and disapprovals with the Engineer of Record and Contractor. The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections. 1.08 Marking A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See Trace Wire Details Drawing M-14 for specifications regarding installation. B. Trace wire is required over or around all pipes unless otherwise approved 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 the pipe if required by IRCDUS engineering. 1.09 Installation A. Handling and Protection of Pipe: 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 manufacturers' instructions and with the applicable provisions of AWWA C600, latest revision. If a conflict exists between the manufacturers' instructions and the AWWA Standards, the manufacturers' 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. 1-4 2024 — Indian River County Department of Utility Services 310 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 otherwise approved by IRCDUS. B. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise approved by IRCDUS, 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 IRCDUS. 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 IRCDUS. END OF SECTION 1-5 2024 — Indian River County Department of Utility Services 311 Section 2 Water Mains Polyvinyl Chloride (PVC) Pipe and Fittings 312 Section 2 Water Mains Polyvinyl Chloride Pipe (PVC) and Fittings 2.01 General A. PVC pipe shall be allowed for use as potable water pipe where compatible with the specific conditions of the project. IRCDUS may require the use of material other than PVC during construction permit review or by IRCDUS field personnel during construction, if it is determined that PVC pipe is unsuitable for the particular application. B. The pipe shall be identified by its nominal pipe size, plastic pipe material code, SDR class, pressure rating, ASTM Designation, manufacturers' name, production code, and the National Sanitation Foundation seal for potable water (NSF-pw). 2.02 PVC Pipe 3 Inches in Diameter and Smaller A. PVC pipe 3 inches and smaller in diameter intended for conveying potable water shall conform to ASTM D2241, latest revision. B. Pipe shall be Iron Pipe Size (IPS), and SDR 21 with a pressure rating of 200 psi. C. Joint design tested to the requirements of ASTM D3139. D. Gaskets shall conform to ASTM F477 and D1869. E. No solvent weld joints are permitted. F. The pipe shall be "blue" in color. G. PVC pipe shall be in accordance with IRCDUS Approved Manufacturers' Products List or equal. 2.03 PVC Pipe 4 Inches in Diameter and Larger A. PVC pipe intended for conveying or transmitting potable water shall conform to AWWA Standard Specifications C900 (or latest revision) and ASTM D1784 Cell Class 12454. B. Pipe shall be Ductile Iron Pipe Size (DIPS), and SDR 18 with a pressure rating of 235 psi. C. Joint design tested to the requirements of ASTM D3139. Gaskets shall conform to ASTM F477. D. Gasket material shall conform to ASTM F477. 2-1 2024 — Indian River County Department of Utility Services 313 E. The pipe shall be "blue" in color F. The pipe shall be identified by its nominal pipe size, plastic pipe material code, DR class, pressure rating, ASTM Designation, manufacturers' name, code, and the National Sanitation Foundation seal for potable water (NSF-pw). G. PVC pipe shall be in accordance with IRCDUS Approved Manufacturers' Products List or equal. 2.04 Joints A. Joints for PVC pipe shall be bell and spigot push -on rubber gasket type only unless otherwise approved by IRCDUS. No solvent weld or threaded joints will be permitted. B. Restraining joints, when required, shall be in accordance with IRCDUS Approved Manufacturers' Products List or equal. 2.05 Fittings A. All fittings shall be ductile iron mechanical joint and shall conform to AWWA Standard Specifications C110/A21.10 or C1 53/A 21.53, latest revisions. Fittings shall be cement mortar lined and seal - coated in accordance with AWWA Standard Specifications C1 04/A21.4, or latest revision. B. The pressure rating shall be 350 psi (3" — 24" diameter), and 250 psi (30" — 48" diameter). C. Joint restraint, when required, shall be in accordance with IRCDUS Approved Manufacturers' Products List or equal. 2.06 Submittals A. Before starting installation of the PVC pipe and fittings, the Contractor shall submit one set of complete working drawings (shop drawings) to the Engineer of Record and IRCDUS for approval. Such drawings shall show the pipe, fittings, valves, hydrants, blow -offs, services, and other appurtenances to be installed. Where special fittings are required, they shall be shown in large detail with all the necessary dimensions. The Engineer of Record shall review the drawings and notify IRCDUS of the drawings approved and not approved. IRCDUS shall also review the drawings and coordinate approvals and disapprovals with the Engineer of Record and Contractor. 2.07 Marking A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See Trace Wire Details Drawing M-14 for specifications regarding installation. 2-2 2024 — Indian River County Department of Utility Services 314 B. Trace wire is required over or around all pipes. 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 the pipe if required by IRCDUS engineering. 2.08 Storage A. PVC pipes are not to be stored where exposed to direct sunlight because of possible ultraviolet light degradation. Pipes stored on the jobsite are to be covered. PVC pipes that exhibit discoloration or fading from their original color will be rejected by IRCDUS field representatives. 2.09 Installation A. Handling and Protection of Pipe: Unless otherwise noted on the drawings or in other sections of these standards, the pipe shall be handled and installed in strict accordance with the manufacturers' instructions and with the applicable provisions of AWWA Standard Specifications C605, latest revision. If a conflict exists between the manufacturers' instructions and the AWWA Standard Specifications, the manufacturers' 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 approved by IRCDUS. B. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by 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 +/- 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. 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. END OF SECTION 2-3 2024 — Indian River County Department of Utility Services 315 Section 3 Water Services - Crosslinked Polyethylene (PEXa) Tubing and Water, Wastewater, and Reclaimed Mains - High Density Polyethylene Pipe (HDPE) 316 Section 3 Water Services - Crosslinked Polyethylene (PEXa) Tubing and Water, Wastewater, and Reclaimed Mains - High Density Polyethylene Pipe (HDPE) 3.01 Water Services - Crosslinked Polyethylene (PEXa) Tubing 3 inches Diameter and Smaller 3.01.1 General Crosslinked polyethylene (PEXa) tubing shall be allowed for use as potable water pipe where compatible with the specific conditions of the project. IRCDUS may require the use of material other than PEXa during construction permit review or by IRCDUS field personnel during construction if it is determined that PEXa pipe is unsuitable for the particular application. 3.01.2 Polyethylene (PEXa) Tubing A. This specification requires PEXa to be designated as PEXa, high pressure peroxide method. B. PEXa tubing shall comply with applicable requirements for extrusion compound PEXa plastic material as stated in AWWA Standard Specifications C904, or latest revision, and shall comply with the following: 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 values listed in ASTM D-2239, with a standard outside dimension ratio (SDR) of 9. 4. Tubing shall carry the following markings every (3) feet: Manufacturers' name or trademark, nominal size, PEXa 3306 (material designation) SDR (standard dimension ratio), POTABLE TUBING, ASTM F876/F877/F2080, CSA B137.5, NSF-pw, UP Code 200psi/73.4°F 100psi/180°F, manufacturing date and footage mark. 3-1 2024 — Indian River County Department of Utility Services 317 3.01.3 Joints A. Joints for PEXa tubing shall be of the compression type or compression -sleeve type, utilizing a totally confined grip seal and coupling nut, unless otherwise approved by IRCDUS. Stainless steel tube stiffener inserts shall also be used for PEXa tubing services. 3.01.4 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. Manufacturers' minimum radius recommendations are to be utilized during installation of PEXa tubing. C. PEXa tubing shall have ability for kink repair using a heat gun. 3.01.5 Marking A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See Trace Wire Details M-14 for specifications regarding installation. B. Trace wire is required over or around all pipes. C. Location tape is required over all pipes. Tape is to be installed 12" below proposed grade and additional tape adhered directly on top of the pipe if required by IRCDUS engineering. A. Developer is responsible for compatibility between pipe materials, fittings and appurtenances. B. 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 IRCDUS any defective pipe material including labor within the warranty period. 3-2 2024 — Indian River County Department of Utility Services 318 3.02 Water, Wastewater, and Reclaimed Mains — High -Density Polyethylene Pipe (HDPE) 4 inches in Diameter and Larger 3.02.1 General A. HDPE pipe intended for conveying or transmitting potable water shall conform to AWWA Standard Specifications C906-15 (or latest revision). B. Pipe shall be Ductile Iron Pipe Size (DIPS) and SDR 11 with a pressure rating of 200 psi. C. HDPE pipe shall be made from a PE 4710 resin compound conforming to ASTM D3350 with the cell classification 445574/4C/E. D. Dimensions and workmanship shall be as specified by ASTM F714. HDPE fittings and transitions shall meet ASTM D3261. HDPE pipe shall have a minimum density of 0.955 grams per cubic centimeter. All HDPE pipe and fittings shall have a Hydrostatic Design Basis (HDB) of 1,600 psi. E. If rework compounds are required, only those generated in the manufacturers' own plant from resin compounds of the same class and type from the same raw material supplier shall be used. F. The pipe manufacturer must certify compliance, with the above requirements. G. HDPE 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 316 Stainless Steel as specified in ASTM A726 and ASTM A307. All bolts shall be tightened to the manufacturers' specified torques. Bolts shall be tightened alternatively and evenly. H. HDPE pipe shall be striped blue for potable water, green for wastewater, and purple for reclaimed/reuse water. I. HDPE pipe shall be in accordance with IRCDUS Approved Manufacturers' Products List or equal. 3.02.2 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 fabricated fittings shall be used unless approved by IRCDUS. 3-3 2024 — Indian River County Department of Utility Services 319 B. The manufacturer of the HDPE pipe shall supply or specify all HDPE 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 transitions from HDPE pipe to PVC or ductile iron shall be made per the HDPE, PVC, or ductile iron pipe manufacturers' 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 316 stainless steel back-up ring shall mate with a 316 stainless flange per ANSI B16.1. D. The pipe manufacturer must certify compliance with the above requirements. 3.02.3 Joints A. The HDPE pipe shall be joined with butt, heat fusion joints. All joints shall be made in strict compliance with the manufacturers' 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 lay lengths not to exceed 50 feet. C. All above ground HDPE pipe 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 MJ 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 316 Stainless Steel as specified in ASTM A726 and ASTM A307. All bolts shall be tightened to the manufacturers' specified torques. Bolts shall be tightened alternatively and evenly. 3.02.4 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 and OD base. 3. Material Code 4. Dimension ratio. 5. Pressure Class 3-4 2024 — Indian River County Department of Utility Services 320 6. Current AWWA C906 (if Applicable) 7. Manufacturing standard reference, e.g., ASTM F714 or D- 3035, as required. 8. 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 Details Drawing M-13 for specifications regarding installation. 3.03 Installation by Open Cut Method A. HDPE 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 fittings 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. 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 PE 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. 3-5 2024 — Indian River County Department of Utility Services 321 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 in progress, including lunchtime, the open ends of the pipe shall be closed by fabricated plugs, or by other approved means. J. 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. HDPE pipe shall be joined by the method of thermal butt fusion, as outlined in ASTM D2657. All joints shall be made in strict compliance with the manufacturers' recommendations. L. Mechanical connections of the HDPE pipe to auxiliary equipment such as valves, pumps and tanks shall be through flanged connections which shall consist of the following: 1. An HDPE 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 PE flange. 2. A 316 stainless steel back-up ring shall mate with a 316 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 HDPE pipe must be at the temperature of the surrounding soil at the time of backfilling and compaction. O. 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 1/16 -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 3-6 2024 — Indian River County Department of Utility Services 322 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 Construction Plans. 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 feet of backfill above the bedding shall be placed in 1 foot 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 manufacturers' representative prior to use shall approve equipment used in compacting the initial 3 feet of backfill. Pipe shall be installed per IRCDUS Drawing M-1 or M-2, Trench Details. 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. S. Each length of the pipe shall have the assembly mark aligned with the pipe previously laid and held securely until enough backfill has 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 3-7 2024 — Indian River County Department of Utility Services 323 placed to fill any voids created and the backfill shall again be compacted to provide uniform side support for the pipe. W. Sheeting and shoring will be required as determined in the field in accordance with OSHA regulations. 3.04 Marking A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See Trace Wire Details, M-13 for specifications regarding installation. B. Trace wire is required over or around all pipes. 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 the pipe if required by IRCDUS. 3.05 Trenchless Installation of High Density Polyethylene (HDPE) Pressure Mains by Horizontal Directional Drill (HDD) A. Description 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 The Contractor must demonstrate expertise in trenchless method by providing a list of ten utility references for which similar work has been performed 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. 3-8 2024 — Indian River County Department of Utility Services 324 2. Supervisory personnel must be adequately trained and shall have at least four years of experience in directional boring. The Contractor shall submit the names and resumes of all supervisory field personnel prior to construction. 3. Directional boring equipment shall be capable of installing the minimum pipe diameter noted on the drawings. C. Submittals Submit technical data for equipment including clay slurry material, method of installation with working drawings, and proposed sequence of construction for approval by the IRCDUS. 2. Prior to 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) 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 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 +/- 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 performed in accordance to the construction drawings, and shall submit signed and sealed drawings. AS -Built Record Drawings shall be provided both in electronic format and hard paper copy. 3-9 2024 — Indian River County Department of Utility Services 325 4. Tunneling shall be performed 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 at the Contractor's expense. 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 cake 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 discharging liquid clay to facilitate the installation of the pipe into a stabilized and lubricated tunnel. 8. A minimum of two insulated #6 stranded conductor copper tracer wire shall be wrapped or affixed to the top of the pipe and fittings along with the HDPE pipe. The tracer wire shall be tested for continuity or traceability 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. 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. Restoration shall be as required by IRCDUS. The shoulders, ditches, banks, and slopes of roads and railroads crossed and paralleled shall not wash out before becoming accepted. END OF SECTION 3-10 2024 — Indian River County Department of Utility Services 326 Section 4 Gravity Sanitary Sewers Ductile Iron Pipe (DIP) and Fittings 327 Section 4 Gravity Sanitary Sewers Ductile Iron Pipe (DIP) and Fittings 4.01 General A. DIP shall be allowed for use as gravity sewer pipe where compatible with the specific conditions of the project. IRCDUS may require the use of material other than ductile iron during construction permit review or by IRCDUS field personnel during construction, if it is determined that DIP is unsuitable for the particular application. B. All DIP shall be manufactured in accordance with AWWA Standard Specifications C150/A21.50-96 and C151/A21.51-96, or latest revisions, and shall be pressure Class 300 or 350 minimum, as depicted on Table 4.1 on page 4-2. All DIP crossings under roadways and other traffic areas shall be pressure Class 350 minimum. C. Cutting of DIP shall be by sawing only. 4.02 Pipe A. DIP shall be bell and spigot cast in accordance with the latest AWWA Standard Specifications C151/A21.50and C151/A21.51. Cast ductile iron 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 Specifications C150/A21.50-96, latest revision, using the physical characteristics cited above with a minimum working pressure of 300 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 500 psi. 4-1 2024 — Indian River County Department of Utility Services 328 Table 4.1 Pressure Class 300 and 350 Nominal Actual 300 PSI 350 PSI Size Outside Wall Wall Diameter 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 4.03 Fittings A. All underground fittings shall be either push -on, restrained, or mechanical joint. Mechanical joints shall conform to AWWA Standard Specifications C110/A21.10or C153/A21.53, latest revisions. All aboveground fittings shall be flanged joint. B. The pressure rating shall be 350 psi (Class 350 Pipe). C. All fittings shall be lined with the same materials as specified for the pipe, as per paragraph 4.04. D. Joint restraints, when required, shall be in accordance with IRCDUS Approved Manufacturers' Products List or an approved equal. 4.04 Lining and Coating A. Unless otherwise indicated, all DIP shall be factory lined and coated. B. For 4" and larger, the interior protective coating shall be an amine cured novalac epoxy (Protecto 401 or similar). 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 Manufacturers' Products List. 4-2 2024 - Indian River County Department of Utility Services 329 C. 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 DIP 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. 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. 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. 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 C105/A21.5, 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 DIP shall be coated (painted) green per the Approved Manufacturers' Product List. 4.05 Bell and Spigot Connections A. Unless specifically indicated otherwise, restrained push -on joint underground piping shall be manufactured restrained bell and spigot and above ground piping shall be flanged 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. 4-3 2024 — Indian River County Department of Utility Services 330 4.06 Submittals A. Before starting fabrication of the DIP and fittings, the Contractor shall submit one set of complete detailed working drawings (shop drawings) to the Engineer of Record and IRCDUS for approval. Such drawings shall show the pipe, fittings, valves, expansion joints, hangers, supports, and other appurtenances to be installed. Where special fittings are required, they shall be shown in large detail with all the necessary dimensions. The Engineer of Record shall review the drawings and notify IRCDUS of the drawings approved and not approved. IRCDUS shall also review the drawings and coordinate approvals and disapprovals with the Engineer of Record and Contractor. The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections. 4.07 Marking A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See Trace Wire Details Drawing M-14 for specifications regarding installation. B. Trace Wire is required over or around all pipes. C. Location tape is required over all pipes. Tape is to be installed 12" below proposed finished grade and additional tape shall be adhered directly on top of the pipe if required by IRCDUS. 4.08 Installation A. Handling and Protection of Pipe: Unless otherwise noted on the drawings or in other sections of these standards, the pipe shall be handled and installed in strict accordance with the manufacturers' 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 IRCDUS approves wet trench installation. B. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by IRCDUS, 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 4-4 2024 — Indian River County Department of Utility Services 331 determined and submit this information to IRCDUS. 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 IRCDUS. END OF SECTION 4-5 2024 — Indian River County Department of Utility Services 332 Section 5 Gravity Sanitary Sewers Polyvinyl Chloride (PVC) Pipe and Fittings 333 Section 5 Gravity Sanitary Sewers Polyvinyl Chloride (PVC) Pipe and Fittings 5.01 General A. PVC pipe shall be allowed for use as gravity sewer pipe where compatible with the specific conditions of the project. IRCDUS may require the use of material other than PVC during construction permit review or by IRCDUS field personnel during construction, if it is determined that PVC pipe is unsuitable for the particular application. B. 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. 5.02 Pipe and Fittings A. Gravity sewer mains and laterals shall be extra strength PVC pipe and shall conform to the latest ASTM Designation D3034-SDR26. Fittings installed in PVC 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 of Record and/or IRCDUS. Any length of pipe 6 inches or greater in diameter whose inside diameters measured at right angles to each other vary more than 1/4 inch may be rejected. C. PVC pipe shall be a maximum of 20 feet in length and shall be in accordance with IRCDUS Approved Manufacturers' Products List. D. Material shall meet or exceed the requirements of ASTM Designation 1784, Type 1, Grade 1 (12454-B). All P.V.C. materials shall be stored in accordance with the manufacturers' 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 approved equal, see Approved Manufacturers' Product List. Adapters shall be compatible to the approved pipe and appurtenances. All joints shall be rubber gasketed. F. The pipe shall be "green" in color. 5-1 2024 — Indian River County Department of Utility Services 334 5.03 Pipe Joint Seals A. Joint seals in PVC 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. No solvent weld joints are permitted. 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. 5.04 Retrofitting Sewer Laterals A. 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. 5.05 Submittals A. Before starting fabrication of the PVC pipe and fittings, the Contractor shall submit one set of complete working drawings (shop drawings) to the Engineer of Record and IRCDUS for approval. Such drawings shall show the pipe, fittings, manholes, and any other appurtenances to be installed. Where special fittings are required, they shall be shown in large detail with all the necessary dimensions. The Engineer of Record shall review the drawings and notify IRCDUS of the drawings approved and not approved. IRCDUS shall also review the drawings and coordinate approvals and disapprovals with the Engineer of Record and Contractor. 5.06 Marking A. Location tape is required over all pipes. Tape is to be installed 12" below proposed finished grade and additional tape shall be adhered directly on top of the pipe if required by IRCDUS engineering. 5.07 Storage A. PVC pipes are not to be stored where exposed to direct sunlight because of possible ultraviolet light degradation. Pipes stored on the jobsite are to be covered. PVC pipes that exhibit discoloration or fading from their original color will be rejected by IRCDUS field representatives. 5-2 2024 — Indian River County Department of Utility Services 335 5.08 Installation A. Handling and Protection of Pipe: 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 manufacturers' 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 otherwise approved by IRCDUS. B. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by IRCDUS, 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 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 IRCDUS. 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 additional cost to IRCDUS. END OF SECTION 5-3 2024 — Indian River County Department of Utility Services 336 Section 6 Wastewater Force Mains Ductile Iron Pipe (DIP) and Fittings 337 Section 6 Wastewater Force Mains Ductile Iron Pipe (DIP) and Fittings 6.01 General A. DIP 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 IRCDUS during construction permit review or by IRCDUS field personnel during construction, if it is determined that DIP is unsuitable for the particular application. B. All DIP shall be manufactured in accordance with AWWA Standard Specifications C151/A21.51 and C151/A51, or latest revisions, and shall be pressure Class 300 or 350 minimum as depicted on Table 6.1 on page 6-2. All DIP crossings under roadways and other traffic areas shall be pressure Class 350 minimum. C. Unless specifically indicated otherwise, restrained push -on underground piping shall be manufactured bell and spigot and above ground piping shall be flanged. D. Cutting of DIP shall be by sawing. E. All exposed DIP shall be painted "green" per Approved Manufacturers' Products List. 6.02 Pipe A. DIP shall be bell and spigot cast in accordance with AWWA Standard Specifications C150/A21.50and C151/A51, latest revisions. Cast DIP 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 C150/A21.50, latest revision, using the physical characteristics cited above with a minimum working pressure of 300 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 2024 — Indian River County Department of Utility Services 338 TABLE 6.1 Pressure Class 300 and 350 Nominal Actual 300 PSI 350 PSI Size Outside Wall Wall Diameter 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 6.03 Fittings A. All underground fittings shall be either push -on, restrained, or mechanical joint. Mechanical joints shall conform to AWWA Standard Specification C110/A21.10) or C153/A21.53), or latest revisions. All aboveground fittings shall be flanged joint. B. The pressure rating shall be 350 psi (Class 350 Pipe). C. All fittings shall be lined with the same material as specified for the pipe, as per paragraph 6.04. D. Joint restraints, when required, shall be in accordance with IRCDUS Approved Manufacturers' Products List or approved equal. 6.04 Lining and Coating A. Unless otherwise indicated, all DIP shall be factory lined and coated. B. For 4 inches and larger, the interior protective coating shall be an amine cured novalac epoxy (Protecto 401 or similar). The epoxy material shall be applied in 1 coat with a minimum dry film 6-2 2024 - Indian River County Department of Utility Services 339 thickness of 40.0 mils, in accordance with IRCDUS Approved Manufacturers' Products List C. 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 Manufacturers' Products list for coating material. D. Lining Inspection: All DIP 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. 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. 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. 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 following installation shall be completed without delay to avoid exposure to sunlight. 6.05 Bell and Spigot Connections A. 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 IRCDUS's Engineer. 6-3 2024 — Indian River County Department of Utility Services 340 6.06 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 ANSI Specification B16.1 for Class 125 flanges. Bolts shall be 316 stainless steel and comply with ANSI Specification B18.2. 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, 316SS. 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 latest revision. 6.07 Submittals A. Before starting fabrication of the DIP and fittings, the Contractor shall submit one set of complete working drawings (shop drawings) to the Engineer of Record and IRCDUS for approval. Such drawings shall show the pipe, fittings, valves, expansion joints, hangers, supports, and other appurtenances to be installed. Where special fittings are required, they shall be shown in large detail with all the necessary dimensions. The Engineer of Record shall review the drawings and notify IRCDUS of the drawings approved and not approved. IRCDUS shall also review the drawings and coordinate approvals and disapprovals with the Engineer of Record and Contractor. The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections. 6-4 2024 — Indian River County Department of Utility Services 341 6.08 Marking A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See Trace Wire Details Drawing M-14 for specifications regarding installation. B. Trace Wire is required over or around all pipes. C. Location tape is required over all pipes. Tape is to be installed 12" below proposed finished grade and additional tape shall be adhered directly on top of the pipe if required by IRCDUS engineering. 6.09 Installation A. Handling and Protection of Pipe: 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 manufacturers' 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 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 +/- 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 IRCDUS. 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 IRCDUS. END OF SECTION 6-5 2024 — Indian River County Department of Utility Services 342 Section 7 Wastewater Force Mains Polyvinyl Chloride Pipes (PVC) and Fittings 343 Section 7 Wastewater Force Mains Polyvinyl Chloride Pipe (PVC) and Fittings 7.01 General A. PVC pipe shall be allowed for use as wastewater force main pipe where compatible with the specific conditions of the project. IRCDUS may require the use of material, other than PVC, during construction permit review or by IRCDUS field personnel during construction, if it is determined that PVC pipe is unsuitable for the particular application. B. The pipe used for wastewater shall be "green" in color. C. All pipe shall be identified by its nominal pipe size, plastic pipe material code, SDR class, pressure rating, ASTM Designation, manufacturers' name, production code, and the National Sanitation Foundation seal for potable water (NSF-pw). 7.02 Pipe for Sizes 4 inches to 48 inches in Diameter A. All pipe intended for conveying or transmitting wastewater shall be designed for a minimum working pressure of 150 psi. B. PVC chloride pressure pipe shall conform to AWWA Standards Specifications C900 latest revision, or C909, latest revision and ASTM D1784 and D2241, 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. PVC pressure pipe less than 4" diameter shall be DR -21, PR -200 D. PVC pipe shall be purchased in accordance with IRCDUS Approved Manufacturers' Products List. 7.03 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 Manufacturers' Products List. 7-1 2024 — Indian River County Department of Utility Services 344 7.04 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 C153/A21.53 latest revisions. Fittings shall be amine cured novalac epoxy (Protecto 401 or similar). The epoxy material shall be applied in 1 coat with a minimum dry film thickness of 40.0 mils I. All aboveground exposed fittings shall be flanged. B. The pressure rating shall be 350 psi (Class 350). C. Joint restraint, when required; shall be in accordance with IRCDUS Approved Manufacturers' Products List. 7.05 Submittals A. Before starting fabrication of the PVC pipe and fittings, the Contractor shall submit one set of complete working drawings (shop drawings) to the Engineer of Record and IRCDUS for approval. Such drawings shall show the pipe, fittings, valves, and other appurtenances to be installed. Where special fittings are required, they shall be shown in large details with all the necessary dimensions. The Engineer of Record shall review the drawings and notify IRCDUS of the drawings approved and not approved. IRCDUS shall also review the drawings and coordinate approvals and disapprovals with the Engineer of Record and Contractor. 7.06 Marking A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See Trace Wire Details Drawing M-14 for specifications regarding installation. B. Trace wire is required over or around all pipes. 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 the pipe if required by IRCDUS engineering. 7.07 Storage A. PVC pipes are not to be stored where exposed to direct sunlight because of possible ultraviolet light degradation. Pipes stored on the jobsite are to be covered. PVC pipes that exhibit discoloration or fading from their original color will be rejected by IRCDUS field representatives. 7-2 2024 — Indian River County Department of Utility Services 345 7.08 Installation A. Handling and Protection of Pipe: 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 manufacturers' 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 IRCDUS. All piping shall be placed in a dry trench, unless otherwise approved by IRCDUS. B. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by IRCDUS, 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 IRCDUS. 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 IRCDUS. END OF SECTION 7-3 2024 — Indian River County Department of Utility Services 346 Section 8 Reclaimed Water Mains Ductile Iron Pipe (DIP) and Fittings 347 Section 8 Reclaimed Water Mains Ductile Iron Pipe (DIP) and Fittings 8.01 General A. DIP 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 DIP is unsuitable for the particular application. B. All DIP shall be manufactured in accordance with AWWA Standard Specifications C151/A21.51and C151/A51, or latest revisions, and shall be pressure Class 300 or 350 minimum as depicted in Table 6.1 on page 6-2. All DIP crossings under roadways and other traffic areas shall be pressure Class 350 minimum. C. Unless specifically indicated otherwise, restrained push -on underground piping shall be bell and spigot and above ground piping shall be flanged. D. Cutting of DIP shall be by sawing. E. All DIP used for Reclaimed water shall be painted "purple" in accordance with IRCDUS Approved Manufacturers' Products List. 8.02 Pipe A. DIP shall be bell and spigot cast in accordance with AWWA Standard Specifications C151/A21.51 and C151/A51, or latest revisions. Cast DIP 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 C150/A21.50-96, or latest revision, using the physical characteristics cited above with a minimum working pressure of 300 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 2024 — Indian River County Department of Utility Services 348 Table 6.1 Pressure Class 300 and 350 Nominal Size Diameter (inches) Actual Outside Diameter (inches) 300 PSI Wall Thickness (inches) 350 PSI Wall Thickness (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 8.03 Fittings A. All underground fittings shall be either push -on, restrained, or mechanical joint. Mechanical joints shall conform to AWWA Standard Specification C110/A21.10) or C153/A21.53), or latest revisions. All aboveground fittings shall be flanged joint. B. The pressure rating shall be 350 psi (Class 350 pipe). C. All fittings shall be lined with the same material as specified for the pipe, as per paragraph 8.05. D. Joint restraints, when required, shall be in accordance with IRCDUS Approved Manufacturers' Products List or approved equal. 8.04 Lining and Coating A. Unless otherwise indicated, all DIP shall be factory lined and coated. B. For 4 inches and larger, the interior protective coating shall be an amine cured novalac epoxy (Protecto 401 or similar). The epoxy material shall be applied in 1 coat with a minimum dry film 8-2 2024 - Indian River County Department of Utility Services 349 thickness of 40.0 mils, in accordance with IRCDUS Approved Manufacturers' Products List C. Unless otherwise specified, the exterior of the pipe shall have a bituminous coating to a minimum dry film thickness of 1.0 mil. See IRCDUS Approved Manufacturers' Products List for coating material. D. Lining Inspection: 1. All DIP 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. 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. 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. 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. If and when directed by 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 C105/A21.5, 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. 8-3 2024 — Indian River County Department of Utility Services 350 8.05 Bell and Spigot Connections A. Joints in bell and spigot pipe shall be push -on, mechanical, or restrained joints in accordance with AWWA Standard Specifications C111/A21.11 latest revision. Pipe restraints shall also be in accordance with IRCDUS Standards or as directed by IRCDUS. 8.06 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 ANSI Specification B16.1 for Class 125 flanges. Bolts shall be stainless and comply with ANSI Specification B18.2. 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, 316SS. 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, or latest revision. 8.07 Submittals A. Before starting fabrication of the DIP and fittings, the Contractor shall submit one set of complete working drawings (shop drawings) to the Engineer of Record and IRCDUS for approval. Such drawings shall show the pipe, fittings, valves, expansion joints, hangers, supports, and other appurtenances to be installed. Where special fittings are required, they shall be shown in large detail with all the necessary dimensions. The Engineer of Record shall review the drawings and notify IRCDUS of the drawings approved and not approved. IRCDUS shall also review the drawings and coordinate approvals and 8-4 2024 — Indian River County Department of Utility Services 351 disapprovals with the Engineer of Record and Contractor. The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections. 8.08 Marking A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See Trace Wire Details Drawing M-14 for specifications regarding installation. B. Trace Wire is required over or around all pipes. C. Location tape is required over all pipes. Tape is to be installed 12" below proposed finished grade and additional tape adhered directly to top of the pipe if required by IRCDUS engineering. 8.09 Installation A. Handling and Protection of Pipe: 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 manufacturers' 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 otherwise approved by IRCDUS. B. Unless otherwise shown on the drawings, or otherwise authorized by the IRCDUS, 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 IRCDUS. 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 IRCDUS. END OF SECTION 8-5 2024 — Indian River County Department of Utility Services 352 Section 9 Reclaimed Water Mains Polyvinyl Chloride (PVC) Pipes and Fittings 353 Section 9 Reclaimed Water Mains Polyvinyl Chloride (PVC) Pipes and Fittings 9.01 General A. PVC pipe shall be allowed for use as reclaimed water pipe where compatible with the specific conditions of the project. IRCDUS may require the use of material other than PVC during construction permit review or by IRCDUS field personnel during construction, if it is determined that PVC pipe is unsuitable for the particular application. B. The pipe used for reclaimed mains shall be "purple" in color. C. PVC pipe shall be identified by its nominal pipe size, plastic pipe material code, SDR class, pressure rating, ASTM Designation, Manufacturer's name, production code, and the National Sanitation Foundation seal for potable water (NSF-pw). 9.02 Pipe for Sizes 4 inches to 48 inches in Diameter A. All pipe intended for conveying or transmitting reclaimed pipe shall be designed for a minimum working pressure of 150 psi. B. PVC pressure pipe shall conform to AWWA Standards Specifications C900 latest revision, or C909, latest revision and ASTM D1784 and D2241, 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. PVC pressure pipe less than 4" diameter shall be DR -21, PR -200 D. PVC pipe shall be purchased in accordance with IRCDUS Approved Manufacturers' Products List. 9.03 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 Manufacturers' Products List. 9-1 2024 — Indian River County Department of Utility Services 354 9.04 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 C153/A21.53 latest revisions. Fittings shall be amine cured novalac epoxy (Protecto 401 or similar). The epoxy material shall be applied in 1 coat with a minimum dry film thickness of 40.0 mils I. All aboveground exposed fittings shall be flanged. B. The pressure rating shall be 350 psi (Class 350). C. Joint restraint, when required; shall be in accordance with IRCDUS Approved Manufacturers' Products List. 9.05 Submittals A. Before starting installation of the PVC pipe and fittings, the Contractor shall submit one set of complete working drawings (shop drawings) to the Engineer of Record and IRCDUS for approval. Such drawings shall show the pipe, fittings, valves, hydrants, blowoffs, services, and other appurtenances to be installed. Where special fittings are required, they shall be shown in large detail with all the necessary dimensions. The Engineer of Record shall review the drawings and notify IRCDUS of the drawings approved and not approved. IRCDUS shall also review the drawings and coordinate approvals and disapprovals with the Engineer of Record and Contractor. 9.06 Marking A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe. See Trace Wire Details Drawing M-14 for specifications regarding installation. B. Trace Wire is required over or around all pipes. C. Location tape is required over all pipes. Tape is to be installed 12" below proposed finished grade and additional tape shall be adhered directly on top of the pipe if required by IRCDUS. 9.07 Storage A. PVC pipes are not to be stored where exposed to direct sunlight because of possible ultraviolet light degradation. Pipes stored on the jobsite are to be covered. PVC pipes that exhibit discoloration or fading from their original color will be rejected by IRCDUS field representatives. 9-2 2024 — Indian River County Department of Utility Services 355 9.08 Installation A. Handling and Protection of Pipe: Unless otherwise noted on the drawings or in other sections of these standards, 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 IRCDUS. All piping shall be placed in a dry trench, unless otherwise approved by IRCDUS. B. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by IRCDUS, 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 IRCDUS. 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 IRCDUS. END OF SECTION 9-3 2024 — Indian River County Department of Utility Services 35' 356 Section 10 Submersible Wastewater Pumping Station 357 Section 10 Submersible Wastewater Pumping Station 10.01 General A. The station shall be complete with pumps, motors, piping, valves, and electrical work, including motor controls, structure, connections and all other needed appurtenances. The station shall be tested and ready for service prior to the sign off or acceptance by IRCDUS. Refer to Section 14.02 for general design requirements. 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, shop testing, 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 Operation and Maintenance Manuals, along with warranty information shall be supplied to IRCDUS. D. A terminal 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. E. Paint outside walls, underside of wetwell top slab and valve vault with two coats of water base epoxy. 10.02 Description of Systems A. The pump station shall be comprised of a concrete wet well, concrete valve vault, Telemetry Control Unit (TCU), 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 2024 — Indian River County Department of Utility Services 358 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 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 minimum of five years. E. The pumps shall be furnished complete with controls and accessories required, and shall be as on the Approved Manufacturers' Products List. Grinder pumps shall be permitted for pumps 5.0 HP or less, unless otherwise approved by IRCDUS. Three phase electrical power will be required for all pumping stations. 120/240 volt service will be required for pump stations up to 20 HP. 277/480 volt service will be required for pump stations larger than 20 HP. 10.04 Operating Instructions A. Operating and maintenance manuals shall be furnished. The manuals shall be prepared specifically for the installation and shall include all required cut sheets, drawings, equipment lists, descriptions, etc., that are required to instruct operating and maintenance personnel unfamiliar with such equipment. B. An authorized representative of all major component parts of the lift station, with complete knowledge of proper operation and maintenance, shall be present on start-up of the lift station to instruct IRCDUS personnel on proper operation and maintenance of the station, and to provide operation manuals. If there are difficulties in operation of the equipment due to the manufacturers design or fabrication, the authorized representative shall be responsible for all corrective action to the satisfaction of IRCDUS. This service shall be provided at no cost to IRCDUS. 10-2 2024 — Indian River County Department of Utility Services 359 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 years of operation of the pumping system, which shall include at least the following: 1. One (1) set of upper bearings for the pumps. 2. One (1) set of lower bearings for the pumps. 3. One (1) set of upper and lower shaft seals for the pumps. 4. One (1) relay and phase monitor for each type supplied with the pump control panel for each station. 5. Two (2) sets impeller and bottom plate for grinder pumps (impeller & plate is one set). 6. Two (2) impellers for solids handling pumps. 7. One (1) TCU 800 programmed to the corresponding frequency. 8. One (1) set spare fuses. 9. One (1) alternating relay. 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 years. Warranty period shall commence on final date when 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 IRCDUS. C. The manufacturer's warranty period shall run concurrently with the Contractor's warranty period. No exception to the provision shall be allowed. 10-3 2024 — Indian River County Department of Utility Services 360 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 accurately anchored into position. The same pump manufacturer shall furnish all necessary foundation bolts, plates, nuts, and washers for installation by the Contractor. Each foundation plate shall be '/2" thick Type 316 stainless steel. Foundation bolts, nuts, washers, and spare parts shall be Type 316 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 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 wet well. Each pump shall be fitted with a 316 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 (spheroidal graphite). 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 passage free of surfaces to which solid or fibrous materials can adhere. The overall pump design shall combine high efficiency, low required Net Positive Suction Head (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 Type 316 10-4 2024 — Indian River County Department of Utility Services 361 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 inches in diameter 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. The compression spring shall be protected against exposure to the pumped liquid. The pumped liquid shall 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 wet well 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 316 stainless steel guide rails 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 shall 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 10-5 2024 — Indian River County Department of Utility Services 362 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 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 submersible pump applications and shall be properly sealed. 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, refer to IRCDUS Standards, Pumping Station Data Table on Drawing No. L-8. 10.09 Access and Frame 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 rail holder, power cable holder and level sensor cable holder. The frames shall be securely mounted above the pumps. Access covers shall have safety locking handles in open position. Access covers shall be of aluminum -checkered plate with 316 stainless steel hinges and hardware. The access cover and frame shall be as sized on the Drawings. B. Lower guide rail holders shall be integral with the discharge connection. Guide rails shall be of Schedule 40, 2" Welded 316 stainless steel pipe of the size indicated on the Approved Drawings and of the length required by the pump manufacturer. C. A safety grate with 316 stainless steel hardware is required for all wet wells and shall be in accordance with IRCDUS Approved Manufacturers' Products List. 10.10 Pump Control System -Manual System (Non -remote Telemetry Unit) A. General A pump controller shall be provided for the wastewater pumping station. The controller shall respond to the liquid 10-6 2024 — Indian River County Department of Utility Services 363 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 L -2A and L-8 of the IRCDUS Standards. B. Operation Requirements The control panels shall consist of a main circuit breaker and generator breaker with mechanical interlock, an emergency generator receptacle, a motor control breaker (MCB) and magnetic starter for each pump motor, and 20 ampere, 120/240 volt circuit breakers as required. The motor control panel (MCP) shall meet all requirements of service entrance by properly bonding neutral or shall be Underwriters Laboratories 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 "hands -off -auto" (H- O -A) 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. 2. 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 Manufacturers' Products List. Amperage shall be at least equal to that of the main breaker. C. Construction The electrical control equipment shall be mounted within a modified NEMA 4X, UL rated, white powder coated stainless steel (316), dead front enclosure. The enclosure shall be equipped with a door and may incorporate a removable back panel on which control components shall 10-7 2024 — Indian River County Department of Utility Services 364 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 Manufacturers' Products List) shall be provided to terminate the motor cables in the control 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 Manufacturers' Products List, shall be furnished for the main breaker. The manufacturer shall seal all circuit breakers after calibration to prevent tampering. A Motor Control Breaker (MCB) shall be provided for each motor starter. Each MCB 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 with IRCDUS Approved Manufacturers' Products List, shall be furnished for each pump motor. Reduced voltage motor starters, Class 8606, per Approved Manufacturers' Products 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 generator receptacle (EGR) shall be installed in the side of the control panel and connected to the line side of the generator interlock 10-8 2024 — Indian River County Department of Utility Services 365 breaker. The receptacle shall be in accordance with IRCDUS Approved Manufacturers' Products List. e. Provide surge protector on the utility side of lift station. A ground fault interrupter (GFI) duplex utility receptacle providing 120 volt, 20 amp, 60 hertz, single phase current shall be mounted on the internal door. g. The control panel shall include an adjustable time delay relay to prevent both pumps from starting simultaneously. Time delay relays shall be electronic type. h. A light shall be installed in the panel with a door switch. An overhead flood light shall be installed adjacent to the panel operated by a switch in the panel. 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 Manufacturers' Products List, providing three 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 Manufacturers' Products 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. 10-9 2024 — Indian River County Department of Utility Services 366 A six -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 Manufacturers' Products List. e. Provide an amperage meter on the control compartment door. Phase Monitor: An 11 -pin 3-phase monitor shall be installed and wired to disconnect control power from the motor starters in the event of loss of power, phase reversal, loss of any phase or phase balance, or low voltage. The phase monitor shall automatically reset following any of those conditions. 10.11 Pump Control System (Telemetry Control Unit) A. A Telemetry Control Unit (TCU) shall be supplied with the pump control system. The TCU shall be capable of acquiring analog and discrete data for transmission to the Central Telemetry Unit (CTU). The TCU shall also be capable of receiving instructions from the CTU for the operation of the pumps. B. Provide TCU 800 with USB address kit, and TCU 001 address board. C. Provide solar panel and battery backup. D. See IRCDUS Approved Manufacturers' Products List for the separate components. 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, dirt 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 IRCDUS up to the time of final acceptance test. E. Control Panels shall be made of stainless steel (316). 10-10 2024 — Indian River County Department of Utility Services 367 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 Station Wet Wells 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 HDPE Liners A. A protective liner or coating for the concrete shall be installed in the lift station/wet wells, re -pump lift stations, receiving manholes, drop manholes, and manholes as required by IRCDUS. B. After the lift station lining/coating operation has been completed, the Contractor in the presence of the IRCDUS's representative shall visually inspect the lift station. In addition, at IRCDUS request, the Contractor shall be required within one year to visually inspect the lift station. The Contractor shall redo any work that has become defective. A. The Lift Station Liner shall be High Density Polyethylene (HDPE) 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 per square foot, 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 resistance of 112.5 lbs./anchoring 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 by certified welders. C. The lining shall have good impact resistance, shall be flexible, and shall have an elongation sufficient to bridge up to a 1/4 -inch 10 - 11 2024 — Indian River County Department of Utility Services 368 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. 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-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 years from all leaks, and from failure due to corrosion from exposure to corrosive gases such as hydrogen sulfide. Fiberglass Liners A. The lift station liner shall meet all requirements of ASTM Specifications D-3753 for glass fiber reinforced polyester manholes or lift stations. See IRCDUS Approved Manufacturers' Products List. B. Fiberglass liners shall have a three-year warranty period. Interior Coatings A. The work shall include the furnishing and installation of an interior protective coating system including all necessary materials, equipment and tools as required for a complete installation. Coating shall be "Green Monster Structural System for Installation on New Structures manufactured by GML Coatings, LLC, or pre - approved equal. The completed system shall provide a waterproof, corrosion resistant liner to prevent any deterioration of concrete surfaces from hydrogen sulfide and other corrosive gases/acids produced by wastewater and to prevent infiltration. To ensure total unit responsibility, all materials and installation thereof shall be approved and furnished by, and coordinated with, GML Coatings LLC. 10-12 2024 — Indian River County Department of Utility Services 369 B. Provide a minimum ten (10) year unlimited warranty on all workmanship and products. The work includes the surface preparation and application of the liner system, shall protect the structure from all leaks, and from failure due to corrosion from exposure to corrosive gases such as hydrogen sulfide. END OF SECTION 10-13 2024 — Indian River County Department of Utility Services 370 Section 11 Miscellaneous Valves and Appurtenances 371 Section 11 Miscellaneous Valves and Appurtenances 11.01 General A. All of the types of valves and appurtenances shall be on the IRCDUS Approved Manufacturers' Products List. B. All valves and appurtenances shall be designed, constructed, and installed in accordance with the best practices and methods and shall comply with these specifications as applicable. C. All valves and appurtenances shall have the name of the manufacturer, year manufactured, and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. D. All buried valves and appurtenances shall be mechanical joint. All aboveground/exposed valves and appurtenances shall be flanged. E. Gate valves shall be used on water, sewer, reclaimed, and brine mains. F. Plug valves may be used in lift station valve vaults as approved by IRCDUS. G. 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. H. All exposed valves and appurtenances shall be painted in accordance with IRCDUS Approved Manufacturers' Products 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 Inches 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 150 -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 316 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. 11-1 2024 — Indian River County Department of Utility Services 372 B. Gate valves shall be provided with a valve box, cover, and concrete pad. 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 box and cover shall be in accordance with IRCDUS Approved Manufacturers' Products List. (See Drawing M-5 and M-6 for details on the valve box, cover, and concrete pad.) 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, and non -slam, slow closing, and hydrostatically tested at 300 psi. Ends shall be 125 pound ANSI B16.1 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 PVC Type 1, Series BC, with union, socket, threaded, or flanged ends, as required and shall be per the Approved Manufacturers' Products 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 2024 — Indian River County Department of Utility Services 373 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 Manufacturers' Products 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 re-entering the line. Above ground air release valves for wastewater shall be per the Approved Manufacturers' Products List. (See Drawing M-9.) B. The fittings shall be threaded. Belowground air release valves for wastewater shall be as on the Approved Manufacturers' Products List. (See Drawing M-9.) Air release valves for water lines shall be as per the Approved Manufacturers' Products List. 11.06 Fire Hydrants Fire hydrants shall be traffic type, 5'/4" valve opening and manufactured per the Approved Manufacturers' Products List. (See Drawing W-2 A.) 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 between the center of all nozzles and finished grade. Hydrant should be set so that the "bury line" on the barrel is set at finished grade. It shall be provided with two 2'/2" hose nozzles and one 5'/4" pumper nozzle, all having National Standard hose threads. Nozzles shall have caps attached by chains. Operating nuts shall be AWWA Standard (pentagonal, measuring 1'/2" point to flat). Fire hydrants shall be equipped with "O -Ring" packing. Fire hydrant shall be painted "Federal Safety Red". 11 -3 2024 — Indian River County Department of Utility Services 374 11.07 Backflow Preventers All backflow preventers shall be mounted aboveground, in non -traffic areas on the customer's side of the meter. Above ground piping shall be flanged 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 Manufacturers' Products 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 or slide type, having 5'/4" 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. (See Drawing M-6.) B. Valve boxes shall be provided with a concrete pad around the top of the box. A nameplate with a suitable anchor for casting in concrete shall be installed in valve pads in unpaved areas. Nameplate shall be 3" diameter brass disk with engraved lettering 1/8" deep, as shown on the Drawing M-6. and manufactured per the Approved Manufacturers' Products List. C. A 3" diameter wire port box to house the trace wire shall be installed in valve boxes in unpaved areas. D. Valve boxes shall be installed in a concrete pad, as specified in Drawings Detail M-6 & M-6 A. E. Valve boxes shall be manufactured domestically (i.e.: "Made in USA") per the Approved Manufacturer's List. 11.09 Water Service A. All water service fittings, including saddles, corporation stops, curb stops, and angled meter stops shall be no -lead brass or bronze suitable for 150 psi operating pressure, shall be iron pipe or AWWA tapered thread design, shall be of sizes required and/or noted on the Drawings, and comply with the Approved Manufacturer's Products List. 11 -4 2024 — Indian River County Department of Utility Services 375 B. Saddles shall be no -lead brass/bronze bodies with double stainless steel strap. 11.10 Flexible Couplings A. Flexible couplings shall be either the split type or the sleeve type. 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 shall mechanically engage and lock grooved pipe ends in a 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 "C" 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 316 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 Manufacturers' Products List. The coupling shall be provided with 316 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. 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" with a minimum yields strength of 35,000 psi and shall be coated inside and outside by a black bituminous coating, minimum 5 mils thick. The casing pipes shall 11 -5 2024 — Indian River County Department of Utility Services 376 have the minimum nominal diameter and wall thickness as indicated below. Casing Pipe Casing Pipe Inside Diameter Wall Thickness Inches Inches 6-16 .250 18-20 .312 22-24 .375 26-28 .437 30-34 .500 36-38 .562 40-50 .625 52-58 .750 60-78 .813 84-90 .875 96-102 .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. See Section 11.02 for Tapping (Gate) Valves. B. Tapping sleeves shall be fully-passivated stainless steel wraparound type per the Approved Manufacturers' Products List. C. All force main taps shall be a minimum of 4" diameter. D. All taps shall be performed under supervision of IRCDUS Inspector. A pre -construction meeting may be held on-site at Inspector's discretion. E. Tapping contractor MUST be approved by IRCDUS. F. Tapping machine shall be disinfected prior to tap per AWWA C651. G. No taps will be performed on Fridays or days preceding holidays. H. Tapping saddle and valve shall be hydrostatically tested at a minimum 150 psi for 15 minutes duration. Any loss of pressure during the test period shall indicate failure. END OF SECTION 11 -6 2024 — Indian River County Department of Utility Services 377 Section 12 Aerial Crossings 378 Section 12 Aerial Crossings - New and/or Replacement 12.01 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 (D.I.P). The crossing shall be constructed in place on concrete cradles. Pre -assembly of ductile iron pipe and then lifting into place will not be allowed. DIP 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 316 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. 12.02 Pipe A. DIP specifications for ductile iron utility pipe are given in Sections 1 and 4 of the standards. B. 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 engineer. If an existing aerial pipe is to be replaced and exact finished length cannot be determined without lifting the steel section into place for measurement, the flanged steel section length will be estimated and assembled leaving it about 3 feet short of the total span length. A 5 to 10 feet section of flanged DIP shall be secured to the end of the steel flange for measurement and cut to fit. The plain end of the DIP will be secured to a mechanical joint fitting using a gasket and mega lug restraint. C. Pipe shall be seamless carbon steel pipe ASTM A53, Grade B, Schedule 80 with a circumferential weld meeting the requirements of AWWA Standard C200 "Steel Water Pipe 6" and Larger". Steel Pipe and Flanges (welded to the pipe by the 12-1 2024 — Indian River County Department of Utility Services 379 manufacturer) are to be welded by a certified welder. Flanges are to be AWWA C207-07, 150# E -Ring Plate, FF -SO. In all cases, the minimum wall thickness of pipe shall be 1/2 inch. 12.03 Lining and Coating A. All coatings and linings shall be factory installed. B. Lining: All DIP water pipe shall be cement mortar lined as described in Section 1 and sewer pipe shall be epoxy lined as described in Section 4. All linings shall be factory installed. Steel pipe shall be prepared for linings/coatings per the manufacturers' recommendations. Lining shall be Tnemec Pota-Pox N140 or V140 or approved equal. C. DIP shall be coated according to specifications described in Sections 1 and 4. Steel pipe shall be polyurethane coating, or approved equal, per AWWA C222 and paint manufacturers' recommendations. Coating repairs shall be per AWWA C222 and paint manufacturers' recommendations. D. Ferrous, Nonferrous Metals, and Galvanized Metals; Exterior Non -submerged: 1. Surface Preparation: Outside surface of pipe to be cleaned and/or blasted per the paint manufacturers' recommendation. 2. Product and Manufacturer -Provide one of the following: a. Tnemec: 1) Shop Primer: 66-1211 Epoxy — 1 or 2 coats, 3.0-5.0 dry mils per coat. 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 II 1074 & 1074U 2 coats 2 to 5 dry mils. 12-2 2024 — Indian River County Department of Utility Services 380 b. KOP-COAT: 1) Shop Primer: a) Ferrous Metals: 340 Gold Epoxy — 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. Final coats of paint shall be color -coded. b. General Color Code Pipe Line Color Finished or Potable Blue Sewer (Sanitary or Other) Black or Green Reclaim Purple Brine Brown END OF SECTION 12-3 2024 — Indian River County Department of Utility Services 381 Section 13 Testing and Inspection of Water Mains, Reclaimed Mains, Wastewater Force Mains, and Gravity Sewer Lines 382 Section 13 Testing and Inspection of Water Mains, Reclaimed Mains, Wastewater Force Mains, and Gravity Sewer Lines 13.01 Pressure and Leakage Tests of Underground Pressure Piping A. No testing will be permitted until record drawings have been submitted and approved by IRCDUS. B. Prior to conducting pressure and leakage tests, all new water and reclaimed water pipelines shall be full bore flushed (see Drawing W-9) and all pipelines including wastewater force mains shall be thoroughly cleaned to remove all dirt, stones, pieces of wood, and any other materials that may have entered the pipeline during construction, and all dirty water and/or discolored water from the pipelines. After this cleaning, if 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. Hydrostatic pressure and leakage tests shall conform to AWWA Standard Specifications C-600-99, or latest revision, for DIP. The Contractor shall furnish all gauges, meters, pressure pumps and other equipment needed to test the line. IRCDUS shall be present during all testing, televising, and final inspections. The pressure required for the field hydrostatic pressure test shall be 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 globe 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. 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 IRCDUS. The Operating Safety Considerations, Post Installation, Hydrostatic Testing, Monitored Make-up Water Test, Table III, is on Pages 24 and 25 of the Handbook. 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. Defective materials, pipes, valves and accessories shall be removed and replaced. The pipelines shall be tested in such sections as may be directed by IRCDUS 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 13-1 2024 — Indian River County Department of Utility Services 383 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 allowable rate of leakage shall be less than the number of gallons per hour determined by the following formula: L=NDx(P)III 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 shall remove and adequately dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test, unless otherwise directed by IRCDUS. The Contractor shall repair any damage to the pipe coating. Lines shall be totally free and clean prior to final acceptance. E. IRCDUS must be present during testing. F. If thrust blocks have been approved for use, thrust blocks shall not be backfilled until inspected by IRCDUS. G. 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. H. All PE water mains and service lines 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. I. All water mains shall be tested to a minimum of 150 psi. The test pressure shall be measured on site in the presence of IRCDUS personnel during the test period. J. Testing shall be conducted after backfilling has been completed and before placement of permanent surface. 13-2 2024 — Indian River County Department of Utility Services 384 K. 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 IRCDUS. The Operating Safety Considerations, Post Installation, Hydrostatic Testing, Monitored Make-up Water Test, Table III, is on Pages 24 and 25 of the Handbook. L. In any test of pipe laid, disclosed leakage or significant pressure drop greater than that 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. M. All visible leaks are to be repaired regardless of the amount of leakage. 13.02 Disinfecting Potable Water Lines A. Before being placed in service, all potable water pipelines shall be disinfected in accordance with AWWA Standard Specifications C-651-99, 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 lines, 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 Florida Department of Environmental Protection are met and a letter of clearance issued with a copy provided to IRCDUS. E. Special disinfecting procedures shall be used in connections to existing mains where the method outlined above is not practical. F. The Contractor shall make all arrangements necessary with an independent commercial laboratory approved by the National Environmental Laboratory Accreditation Program (NELAP) 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 Florida Department of Environmental Protection's requirements. Sampling shall be made daily 13-3 2024 — Indian River County Department of Utility Services 385 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 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 mg/I Concentration in 100 feet of Pipe Pipe 100% 1% Diameter Chlorine Chlorine Solution (inches) (pounds) (gallons) 4 0.013 0.16 6 0.030 0.36 8 0.054 0.65 10 0.085 1.02 12 0.120 1.44 16 0.217 2.60 Greater than 16 See AWWA Standards Specifications C-651-99 13.04 Testing of Gravity Sewer Lines A. No testing will be permitted until record drawings have been submitted and approved by IRCDUS. B. Leakage test by exfiltration and infiltration, as described below, shall be made on all pipes. C. 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, IRCDUS may direct that additional test be made on any section or the entire pipe. D. 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 13-4 2024 — Indian River County Department of Utility Services 386 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. E. Pipe shall be tested for infiltration after the backfill has been placed. Infiltration tests shall be made under the supervision IRCDUS. The length of line to be tested shall be as directed by IRCDUS. The allowable infiltration shall be 100 gallons per inch of diameter per day per mile of sewer. F. 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 IRCDUS. G. 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 IRCDUS. H. 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. 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 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 IRCDUS for approval. K. If the results of the air test are unsatisfactory, as determined by IRCDUS, the Contractor shall be required to perform the exfiltration test as outlined above. L. 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 no expense to IRCDUS. M. 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 13-5 2024 — Indian River Countv Department of Utility Services 387 ready for use. Tests shall be as specified herein and shall meet all requirements as to line, grade, clean lines, infiltration, exfiltration and workmanship. N. 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 IRCDUS with a video 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 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 IRCDUS during these inspections. Monitors shall also be provided with a stop action camera, so that as may be requested by IRCDUS. Photographs shall be made 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. O. A maximum tolerance of '/2" dip will be accepted in gravity sewer construction. CW1L1X* -&i;1*"L*I:I 13-6 2024 — Indian River County Department of Utility Services 388 SECTION 14 GENERAL DESIGN and CONSTRUCTION DATA 389 SECTION 14 GENERAL DESIGN DATA 14.01 GRAVITY SEWERS A. A terminal manhole shall be constructed no more than 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 build -out of 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) flows 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 Manning's Roughness Coefficient (n) of 0.013. In general, the following minimum slopes shall be provided for sewer sizes 8 -inch to 24 -inch or approved by IRCDUS: Pipe Diameter inches Design Slope Min Constructed 8 0.35%* 0.30% 10 0.28% 0.22% 12 0.22% 0.17% 16 0.15% 0.12% 18 0.12% 0.10% 24 0.08% 0.07% The minimum design slope for the upper run of an 8 -inch gravity sewer main is 0.40% with the minimum acceptable constructed slope being 0.35°/x. 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. 14-1 2024 — Indian River County Department of Utility Services 390 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. H. Gravity sewers must be installed in front (under driveway/roadway pavement) of new buildings and/or under roadway pavement in dedicated Right -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.). All sanitary manholes shall have a rair corrosion proof, and have a relief valve, valve shall relieve at a pressure of 1 psi than 5 gallons per 24 hours. 14.02 WASTEWATER PUMPING STATIONS guard installed. Rain guards shall be lifting strap and insert gasket. The relief and have a water leak rate of not more 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 14.01. 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 owned by the same entity or not. If a developer proposes to extend sewer laterals from 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 less. A minimum of 3 pumps shall be provided in stations where peak design flow exceeds 700 gpm unless otherwise approved by IRCDUS. In 14-2 2024 — Indian River County Department of Utility Services 391 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 least 3 -inches in diameter, and pump suction and discharge piping shall be at least 4 -inches in diameter. Grinder pumps shall be used when riser pipes in wet well are less than 3 -inches. 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. In IRCDUS maintained lift station, pumps shall be per the Approved Manufacturers' Product List. If a grinder pump is proposed, see Approved Manufacturers' 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. Total Dynamic Head (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 14-3 2024 — Indian River County Department of Utility Services 392 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 -foot of the lift station and as approved by IRCDUS. M. The owner of a private lift qualified firm (individual) to the lift station stating the n firm before lift station may contract is to be submitted Maintenance contract muse submitted to IRCDUS 14.03 WATER DISTRIBUTION station must have a maintenance agreement with a maintain the lift station. A label must be posted on ame and 24-hour phone number of the responsible be placed into operation. A copy of a maintenance prior to issuance of the Utility Construction Permit. be renewed annually with copies of said contract 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 shall 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 water 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. 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. All public fire hydrants shall be painted "Federal Safety Red". Private fire hydrants shall have the body painted red with a white painted bonnet. 14-4 2024 — Indian River County Department of Utility Services 393 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 18 -feet as shown in IRCDUS Standards Detail W-2. M. It shall be demonstrated that the water distribution system can supply the 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 manufacturers' recommendations. All mains shall be installed to have a minimum depth of 36 -inches to the top of the pipe. Installation of gravity sewers shall be controlled by use of a laser to maintain proper grade. A maximum tolerance of 1/2" dip will be accepted in gravity sewer construction. 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 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 (maximum). 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 14-5 2024 — Indian River County Department of Utility Services 394 roadways and shoulders. Easements shall be 95% density, 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. 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. Location tape shall be placed continuously in the trench over all pipes, 12 -inches below grade. Trace wire shall be wrapped on all pipes, valves, fittings, and all appurtenances, per Detail M-14. 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 shall be placed in the trench in uniform lifts of 12 -inches (maximum). 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 and shoulders. Easements shall be 95% density, 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-600 Series, irrespective of the type of pipe selected. All installation procedures must also be in conformance with pipe 14-6 2024 — Indian River County Department of Utility Services 395 manufacturers' recommendations. Minimum depth of cover shall be 36 -inches over the top of the pipe. Location tape shall be placed continuously in the trench over all pipes, 12 -inches below grade. Trace wire shall be wrapped on all pipes, valves, fittings, and all appurtenances, per Detail M-14. Allowable deflection of the pipe joints and curvature of PVC pipe shall not exceed the manufacturers' specifications. 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 shall be placed in the trench in uniform lifts of 12 -inches (maximum). 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 and shoulders. Easements shall be 95% density, 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. 14.05 RESTRAINED JOINTS A. Restrained joints shall be used on lines per the Table of the IRCDUS Standards 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 416 in Section VI, in the Handbook of Cast Iron Pipe, 411 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. 14-7 2024 — Indian River County Department of Utility Services 396 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 = 1.5PA(1-COS X) Fw 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 Coefficient of friction = 0.4 (maximum) W = W (earth) + W (pipe) + W (water in pipe) W (earth) = unit weight of soil in pounds = (density of soil*) (depth of cover in feet) (O.D. in feet) W (pipe) = unit weight of pipe in pounds W (water in pipe) = unit weight of water in pipe * 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, reclaimed water and/or 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 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 bank of any bodies of water (i.e., storm water ponds, canals, etc.). 14-8 2024 — Indian River County Department of Utility Services 397 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 water/sewer utility and any other underground utilities such as telephone, gas, cable, irrigation, etc. 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 2024 — Indian River County Department of Utility Services 398 Section 15 Procedures for Submittal, Permitting, Construction and Acceptance of Private Development Projects 399 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 Construction Permit application, copy of Department of Environmental Protection (FDEP) permit applications (if applicable), copy of Department of Transportation (FDOT) permit application (if applicable), Indian River County Right -of -Way permit, legal description, and proof of payment of all applicable fees. 2. Three sets of 24 inch x 36 inch 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, wastewater, and/or reclaimed systems with all elevations and inverts, sewer profiles (gravity and force mains), all appropriate details, the location of all existing and/or proposed drainage facilities including catch basins, manholes, pipes, and top elevations and pipe inverts for same, and water line profiles where the water main crosses other utilities. 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 IRCDUS 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 inch, or as required by IRCDUS. (6) Description of materials to be used. (7) A preliminary cost estimate. (8) An estimated completion date. (9) Any other factors which would affect design and use of the water distribution system. 15-1 2024 — Indian River County Department of Utility Services 400 b. Gravity sewer 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 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. C. 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 sewer 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 of wet well. (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. (6) Description of materials to be used. (7) A preliminary cost estimate. (8) The estimated completion date (9) 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. 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 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 set shall be retained for 15-2 2024 — Indian River County Department of Utility Services 401 IRCDUS records, one set shall be delivered to the IRCDUS inspector, and one set shall be returned to the Engineer of Record. B. Utility Construction Permits expire one year from the date of issuance 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. IRCDUS reserves the right to request changes or modifications to utility designs that have been previously approved. C. Payment of fees 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 the IRCDUS Utility Construction Permit is approved, and a copy of the Indian River County Right -of -Way Permit, Florida Department of Environmental Protection Permit, and any other required permits are submitted to IRCDUS. 15.03 Construction A. Any contractor or sub -contractor constructing public underground water, sewer, and reclaimed utilities must be a licensed Underground Utility Contractor or licensed 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 sets of shop drawings shall be provided. One set is to be provided to Indian River County Utilities Department, one set to the IRCDUS inspector and the remaining set 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. G. All equipment, materials, and workmanship shall meet or exceed all current Indian River County Water, Wastewater and Reclaimed Water Utility 15-3 2024 — Indian River County Department of Utility Services 402 Construction Standards and shall be subject to the unconditional inspection and approval by IRCDUS. H. The Engineer of Record shall have an on-site inspector 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. Five (5) working days' notice is required for access to private property. The Property Owner, Developer, Engineer of Record, 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. For the purpose of flushing, testing, and putting the system on line, IRCDUS 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 Part W 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 six 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 IRCDUS 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 have 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. Any deficiencies in construction shall be corrected immediately upon discovery and shall meet current IRCDUS Water and Wastewater Standards. END OF SECTION 15-4 2024 — Indian River County Department of Utility Services 403 Section 16 Water and Wastewater Treatment Plants 404 Section16 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 Indian River County, hereinafter referred to as the "County". 16.02 Design Standards 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 Water 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 Clear and remove obstructions within building sites only as necessary to provide adequate workspace and/or facilitate 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. 2. 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. 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. Permits 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 2024 — Indian River County Department of Utility Services 405 4. 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. 5. 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 the Florida Department of Transportation and as approved by a testing laboratory and the Indian River County 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, especially under structure sites where a minimum of 98% of maximum density is required. Side slopes shall not exceed 3 horizontal to 1 vertical, unless otherwise approved by IRCDUS, 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 determination of the specified compaction. 6. 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 IRCDUS. Filling shall be accomplished, if necessary, to provide acceptable site elevations. Finish surface grades shall eliminate potholes, abrupt changes in grade and bring the ground to an even surface, and shall provide adequate drainage for the complete site. The grade shall be sloped evenly to provide drainage away from the building walls in all directions at 1/4 inch per foot minimum (2%) for at least 10 feet from the building walls. Drainage swales shall have a minimum flow -line grade of not less than 1/8 inch per foot (1%). Rounding shall be provided at top and bottom of banks and at other breaks in grade. 7. Driveways, parking locations and other vehicular traffic areas at building sites shall be paved with an asphaltic concrete surface course of a 1 inch minimum thickness, Type II, having a prime coat of RC -70 or RC -250 (rapid curing cutback asphalt) applied at a rate of 0.10 gallons per square yard. The dimensions for said surfacing shall be in accordance with good engineering practice and suitable for the designated service. Roadbed stabilization 1 2024 — Indian River County Department of Utility Services 406 shall be 6 inch minimum below the base course and shall have a minimum Limerock Bearing Ratio of 100 pounds per square inch. Base course shall be limerock or soil -cement, placed to 6 -inch minimum thickness. 8. 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. 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. Concrete shall be a minimum compressive strength of 2500 psi with fiber mesh reinforcement. 9. Fencing a. 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 feet 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. All fencing materials shall be hot dipped galvanized as specified below in 9b. 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. b. Fencing shall be fabricated in compliance with the following minimum material standards: Chain Link Fabric — 2" mesh woven from 9 gage steel wire. End, Corner and Pull posts — 2-'/2" Schedule 40 steel pipe. Gate Posts — 6" maximum width: 2-'/2" Schedule 40 steel pipe; and, 6' to 12' width; 3-'/2" Schedule 40 steel pipe. Gate Frames and Intermediate Posts — 1.875" outside diameter (O.D.), 2.71 pounds per foot (Lb./Ft.) steel tube. Post Braces and Top Rails — 1.625" O.D., 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. 16-3 2024 — Indian River County Department of Utility Services 407 Concrete — 2,500 pounds per square inch compressive strength. c. 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 2 feet deep in concrete footings: 1 foot 4 inches in diameter for line posts and 2 feet in diameter for gate and corner posts. 10. Landscaping and Grassing a. 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 (1963) and Part II, 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. The Contractor shall provide IRCDUS 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. 2 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 erosion 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. 11. Buildings and Structures a. 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. 16-4 2024 — Indian River County Department of Utility Services 408 Bearing capacity of surfaces in excavations or on compacted fill shall be adequate to support the building or structure to be placed thereon. IRCDUS shall require testing by an independent testing laboratory to verify adequacy of the foundation design and/or to require special foundation features, such as larger footings, piles, increased compactions, etc. Fill and backfill shall be compacted to a minimum of 98% 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. b. 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: 1 Dieldrin, 0.5 percent 2 Aldrin, 0.5 percent 3 Heptochlor, 0.5 percent 4 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: 5 Foundation walls and piers, all sides, 4 gallons per 10 linear feet, mixed with backfill, to a depth of one foot below finished grade for concrete; for masonry, increase application rate proportionately by depth of foundation or piers. 6 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. 7 Under all concrete slabs less than 6 feet below finish grade, one gallon per 10 square feet. c. 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 (CRSI). 16-5 2024 — Indian River County Department of Utility Services 409 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. Applicable standards shall include latest editions of the following: 1 Southern Standard Building Code 2 Building Code Requirements for Reinforced Concrete — ACI 318 3 Concrete proportions and placing — ACI 211.1 and ACI 301 4 Concrete design for sanitary engineering structures — ACI Committee 350 Report 68-50 5 Formwork — ACI 347 6 Reinforcing bars — ASTM A-615, Grade 60 7 Stirrups and ties — ASTM A-615, Grade 40 8 Welded wire fabric — ASTM A-185 9 Cement for concrete not exposed to sewage — ASTM C-150, Type I 10 Cement for concrete exposed to sewage — ASTM C- 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 11 Watertight and chemical resistant concrete — ACI 614 12 Aggregate — ASTM C-33, salt free 13 Water — potable (free from oil, alkali, acid, salt, organic matter, etc.) 14 Ready -mix — ASTM C-94 15 Slump test — ASTM C-143 16 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 17 Test Cylinders -ASTM C-31 minimum of 3 per 50 cubic yard of pour or fraction thereof. Water stops and vapor barriers shall be provided as follows: 18 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. 19 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. 16-6 2024 — Indian River County Department of Utility Services 410 d. Concrete masonry units shall be of a modular design and conform to ASTM C-90, Grade U-1. 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: 1 Rigid steel: 1 inch x'/4 inch x 24 inch, with ends turned down 3 inches 2 Wire mesh: 16 gage, '/z -inch mesh, 3 inches x 16 inches 3 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. 4 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 inches, 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. e. Waterproofing Waterproofing shall be provided in two coats on all exterior surfaces of subgrade concrete or masonry walls, 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 manufacturers" recommendations — Tnemec Co. No. 461, "Foundation Coating" (black) or approved equal. Minimum film thickness when dry after application shall be 8.0 mils for the first coat and 6.0 mils for the second coat. 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 2024 — Indian River County Department of Utility Services 411 Exterior wall finishes for permanent above -grade buildings or structures shall comply with one or more of the following selection of materials: 1 Stucco/stucco brick 2 Rubbed concrete 3 Brick, over masonry or sturdy wood frame 4 Stone aggregate on masonry 5 Stone 6 Asbestos -cement on masonry substrate g. Steel or other ferrous materials shall conform to the following: 1 Structural shapes and plates — ASTM A-36 2 Pipe — ASTM A-53 3 Bolts, machine — ASTM A-307 4 Bolts, high tensile — ASTM A-325 5 Galvanizing — ASTM A-123 or A-153, as applicable 6 Iron castings — ASTM A-48, Class 25 7 Abrasive cast iron (nosings) — American Abrasive Metals Co. "Feralun," or approved equal. 8 Cast steel — ASTM A-27, Grade N2 9 Stainless steel — Type 304, unless otherwise required or specified 10 Fabrication and erection — AISC Manual of Steel Construction. Aluminum materials shall conform to the following: 11 Rolled shapes, smooth or checkered plates and extruded pipe — ALCOA 6061-T6 or approved equal 12 Other extruded shapes — ALCOA 6063-T5 or approved equal 13 Sheets -- ALCOA 3003 or approved equal 14 Pipe hand railing — ASTM B-429 h. 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 AAMS 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 7/32" and set in vinyl glazing material. 16-8 2024 — Indian River County Department of Utility Services 412 All windows shall be sealed all around, both sides, with a non - shrink silicone -base caulk. i. 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 W. Height is 6'-8". 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. j. Finished 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. Finished hardware shall include: 1 Locksets — cylinder type with dead latch, suitable for master keying 2 Butt hinges — 1 Y2 pairs per door, ball bearing type preferred 3 Door closers, holders and silencers 4 Thresholds — aluminum 5 Flush bolts 6 Panic exit devices, as indicated k. 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: 1 National Lumber Association — Specification for stress grade lumber and its fasteners 2 American Institute of Timber Construction - Uniform Specifications 3 Truss Plate Institute Specifications Finish carpentry or millwork shall be of "B" or better yard grade seasoned lumber, conforming to applicable requirements of 16-9 2024 — Indian River County Department of Utility Services 413 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. 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 1/16 inch 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 inch rigid insulation board. Pitched shingle roofs shall have a minimum pitch of 3-'/2 inches vertical to 12 inch horizontal, with seal down type asphalt or fiberglass shingles at 300 Ib. per square on two) layers of 15 pound underlayment, meeting requirements for a minimum of 15 year warranty. As an alternative to shingle roofs, metal roofs are acceptable upon approval by IRCDUS and the County Building Department. Fascia, gravel stops and soffits shall be of low 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 I, 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: 1 Gutters shall be 24 gage galvanized steel or 0.032" anodized aluminum 2 Downspouts shall be 26 gage galvanized steel or 0.025" anodized aluminum 3 Hanger straps shall be the and 3 feet on centers, downspouts same material as gutters, with blocking behind nn. 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 wherever possible. The use of ship -ladders or vertical ladders is discouraged. Handrails shall be of all -welded 1 '/2 inch outside diameter aluminum pipe, 42 inches high with intermediate rails. Rail 16-10 2024 — Indian River County Department of Utility Services 414 post spacing shall not exceed 8 feet. Kick plates shall be used on all areas above the first floor. Grating and checkered plate shall be of aluminum, and designed to carry a uniform live load of 200 pounds per square foot with a safety factor of 5, based on ultimate strength. Reinforcing shall be utilized to preclude deflections greater than 1/160 of span. All grating and plates shall have non-skid surfaces. Plumbing fixtures shall include, but not necessarily be limited to water closets and lavatories. IRCDUS 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 pound type ABC rechargeable units, provided and spaced as applicable in all buildings and structures. Other safety equipment shall be provided wherever hazardous materials or equipment are utilized, such as eyewash fountains, gas masks, emergency lighting, etc. 16.04 Painting A. General 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. Table 1 on page 16-14 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. 1. Materials All paints and painting materials shall be high-grade products of manufacturers of established reputation and shall be "Approved" for the intended use. 16-11 2024 — Indian River County Department of Utility Services 415 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 Table 1 shall be the minimum acceptable type for the application indicated. 2. Application The Contractor 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 manufacturers" 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. 3. Painting Requirements Table I, on page 16-14, 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 manufacturers" recommendations. For convenience of description and as a standard for a quality comparative reference, Table 1 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." 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) 16-12 2024 — Indian River County Department of Utility Services 416 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. 16-13 2024 — Indian River County Department of Utility Services 417 Table 1 Paint Schedule General Applications Surface to be Painted Service Conditions Finish Paint Coating Masonry and Concrete, Walls Interior Above Grade Series 6 or 7 and Ceilings Normal Conditions Masonry and Concrete, Exterior Above Grade Series 6 or Buildings and Tanks Normal Conditions Series 156/157 Wood Interior Ponkote 300 Enamel Normal Conditions Primer 36-601 Finish Series 66 Wood Exterior Finish Series 73 Normal Conditions Metal, Machinery, Piping, Interior, Primer 50-330 Systems, etc. Normal Conditions Finish Series 66 Non -submerged Metal, Machinery, Piping, Exterior, Primer 50-30 Systems, etc. Normal Conditions Finish Series 73 Metal, Machinery, Piping, Severe Moisture and Primer 50-30 Systems, etc. Condensation Finish Series 73 Metal, Large areas, Tank Exterior- Moderate to Primer 66-1211 Structural Steel, etc. Normal Conditions Finish Series 73 16-14 2024 — Indian River County Department of Utility Services 418 Wastewater Facilities Surface to be Painted Service Conditions Finish Paint Coating Concrete, Wet well, Submerged or Series 46-413 Coal Severe Conditions Channels, etc. Color-Rigortex 3324 Enamel Tar 104 -Series 104 Metal, Equipment, Submerged, Primer 66-1211 Piping, Tanks, Etc. Intermittently Submerged Finish 46-413 (2 Coats, 8 mils each) or Finish 46H (1 coat 16 mils) Metal, Moving parts Submerged Grease coating Chains, Gates, etc. Intermittently Submerged Water Facilities Surface to be Painted Service Conditions Finish Paint Coating Concrete, Tanks, Troughs, Basins, etc. Metal, Tanks, Piping, Equipment, etc. Special Notes: Submerged Intermittently Submerged Submerged Intermittently Submerged Primer 20-1255 Beige 3-5 mils Filler Series 63-1500 Finish 20-BB82 4-6 mils Primer 20-1255 Beige 3-5 mils Filler Series 63-1500 Finish 20-BB82 4-6 mils 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, shall be protected with Tnemec46-413 Coal Tar coating or approved equal, as recommended. This provision shall not apply to concrete reinforcement, piping and fittings, or conduits and accessories. 16-15 2024 — Indian River County Department of Utility Services 419 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 Florida Power and Light Company or the City of Vero Beach 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 IRCDUS including, but not limited to, motor control centers and control systems, with wiring diagrams and components; manufacturers" data for switches, transformers, relays, lighting fixtures and other accessories; panel boards; and all other applicable information. B. Materials, Equipment and Installation 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: C80.1 Rigid Steel Conduit C6.1 Terminal Markings for Electrical Apparatus Underwriters' Laboratories, Inc. 16-16 2024 — Indian River County Department of Utility Services 420 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) C. Special Requirements: Phase rotation of electrical service shall be: L1, L2, L3 (A, B, C) left to right when facing equipment. Generator receptacles for portable emergency power connection shall be provided for all electrically operated facilities and shall be as described in the lift station portion of the standards. (Refer to Section 10.10 "B1" and Section 10.10 "C2d" and Drawing S-18). 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. Motor insulation materials shall be Class F Systems. Motors for non -submersible service shall be sized such that the nameplate horsepower rating shall not be less than 1.2 times the required shaft brake horsepower output. Appropriate NEMA design shall be used to provide torque and/or other load requirements. Motor electrical rating shall be compatible with station electrical service. Motor mounts shall be of standard NEMA design and shall be compatible with the driven apparatus. 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 16-17 2024 — Indian River County Department of Utility Services 421 Section 17 Engine Driven Generator Sets -- 422 Section 17 Engine Driven Generator Sets 17.1.01 General A. This specification defines the requirements for an emergency or standby Electric Generator Set for wastewater pumping stations. The generator set shall consist of a diesel or natural gas -powered 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 (Note #2 on Drawing L- 8). Generator shall be provided with automatic throw over (transfer) 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. 17.1.02 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 240/480 (As Required By Power Supply) Phase 3 Connection Y Wire 4 Hertz 60 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 2024 - Indian River County Department of Utility Services 423 A. Terminals on all terminal blocks shall be individually identified. 17.1.03 Acceptable Manufacturers A. Quality and Experience: All materials and parts of the generator set shall be new and unused. Each component shall be of current manufacture from a firm regularly engaged in the production of such equipment, as listed in the Approved Manufacturers' Products List, Section 18. Units and components offered under these specifications shall be covered by the manufacturers" 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. Manufacturers" 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. 6. 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 manufacturers" 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. Oil sampling analysis, laboratory location, and information. 13. Manufacturers" and dealer's written warranty. 17-2 2024 - Indian River County Department of Utility Services 424 B. Operation and Maintenance Information. The system supplier shall furnish five sets of operating, maintenance and parts manuals to IRCDUS covering all components for the generator set system. The supplier shall also instruct the Owner and/or IRCDUS in operation and maintenance of the unit. 17.1.05 Warranty A. The manufacturers" 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. 17.1.06 Parts and Service Qualifications A. Engine driven generator sets which can be properly maintained and serviced without causing IRCDUS 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 manufacturers" standard warranty on new machines, a copy of which shall be included in the submittal. Manufacturer shall be ISO9001 certified. 17-3 2024 - Indian River County Department of Utility Services 425 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. The horsepower rating shall take into account generator efficiency and all 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, IF 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 manufacturers" 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: 1/4% maximum steady state frequency variation at any constant load from no load to full load. 3. Regulation: 1/4% 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. 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. 17-4 2024 - Indian River County Department of Utility Services 426 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 IF. 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 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 17.2.02, 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 manufacturers" 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 manufacturers" 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. 17-5 2024 - Indian River County Department of Utility Services 427 H. Engine Protective Devices. The following engine protective devices shall be provided, and an indicator 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). 6. 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. I. Fuel Supply for Engine. 1. Main Fuel Storage Tank: A fuel storage tank shall be manufactured of corrosion resistant material and sized to allow full capacity generator operation for a minimum of seventy-two hours without refilling with a maximum fuel capacity of 500 gallons. A fuel storage tank shall be located in the place indicated on the plans and shall be complete with all piping and fittings connected. The tank shall be new and unused, and no galvanized material shall be used in the tank or system. The tank shall 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. 17-6 2024 - Indian River County Department of Utility Services 428 17.2.03 GENERATOR A. 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 multi -plate 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 stator shall be in accordance with the applicable sections of NEMA MG -1-22, BS - 5000 part 99, or CSA C22.2, for the type of service intended. The generator shall be self -ventilated. D. Conduit Box. Load connections shall be made in the front-end mounted junction box. The generator construction will allow connection to the load 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. 17-7 2024 - Indian River County Department of Utility Services 429 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: Two (2) seconds maximum voltage recovery time with application or removal of 0.8 power factor full load. B. The regulator shall be a solid state type using transistors or SCR's. The unit shall include volts/hertz underspeed protection, three-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. 17.2.05 GENERATOR FULL MAIN LINE 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 60,000/30,000 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 starting circuit. C. The breaker shall include three (3) normally open and three (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 17-8 2024 - Indian River County Department of Utility Services 430 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 seven (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 B. 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 6. Manual start/stop control 7. Voltmeter/ammeter phase selector switch 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. C. Location 17-9 2024 - Indian River County Department of Utility Services 431 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, and "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. D. 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. 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 an 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 meet all local, state and federal wind load standards. 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 / platform where the elevation difference is greater than 1' — 0" from final grade to the top of the generator pad / 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 120/240 (NOTE TO DESIGNER Select desired voltage) volts AC, single phase. 480v, 3-phase Lift Stations: A 5 kVA transformer shall be provided to power the block heater and 120v, 20 amp receptacle. This transformer will be in addition to the panel transformer. C. Control Panel Heater. A heater shall be provided in the control panel to keep the interior of the panel above 40° F when at the minimum ambient temperature specified in paragraph 17.2.02. The heater shall be operated by a thermostat, and shall be suitable for operation at 120 volts 17-10 2024 - Indian River County Department of Utility Services 432 ac, single phase. 17.2.09 TRANSFER SWITCH A. Automatic Transfer (Throw Over) Switches required with a stainless steel 4X breaker disconnect cabinet, as approved by IRCDUS 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 manufacturers" 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. C. Placement on Site. Refer to Drawing L-4 and L-5 for typical placement of emergency generators on wastewater pumping station sites in Plan Views "A" and "B". 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 power factor 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, Owner, and IRCDUS. C. After installation is complete and normal power is available, the 17-11 2024 - Indian River County Department of Utility Services 433 manufacturers" 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 heater(s), generator space heater, remote annunciator, etc. 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 8. Fuel pressure 9. Ambient temperature E. Operation and Maintenance Manuals 1. Provide TWO (2) sets of operation and maintenance and 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 manufacturers" 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. 17-12 2024 - Indian River County Department of Utility Services 434 G. The CONTRACTOR shall provide a full tank of diesel fuel for the completion of all testing. END OF SECTION 17-13 2024 - Indian River County Department of Utility Services 435 SECTION 18 Approved Manufacturers' Products List 436 Air Release Valves — Sewer • A.R.I. Air Release Valves — Water • APCO • A.R.I. • GA Industries • Val -Matic Backflow Preventer (RPZ) and Double Detector Check Valves with RPZ Assembly • AMES Fire and Waterworks -Silver Bullet Series • FEBCO • Watts • Wilkins Blow -Off Valves • John C. Kupferle Foundry Co. — Model Eclipse #85 or approved equal Bronze Gate Valves • American Valve Inc. • East Jordan • NIBCO • Red -White Valve Corp. • United Brass Works Casing Spacers/Insulators • APS- Advance Product &Systems • Cascade Waterworks Mfg. • GPT • Raci North America Check Valves- Weight & Lever Resilient Seat • American Darling • Clow Valve Company • Kennedy Valve • M&H Valve • Mueller Co. • Val -Matic 18-1 2024 — Indian River County Department of Utility Services 437 Corporation Stops • A.Y. McDonald Mfg. Co • The Ford Meter Box Co. Inc. - FB1100 x G -NL Style, FB1700 • Mueller Co. Part #'s H-15028 & H10046 Couplings • EBAA-Iron • Krausz-HYMAX • Smith -Blair (Pump Stations EZ with Seal and Restraint) • Wal -Rich Dresser TM Pipeline Solutions Curb Stops • The Ford Meter Box Co. Inc. - KV43-342WG, KV43444WG, BA43342WG, BA43444WG, B41666WG, B41777WG, BFA43-666WG *& BFA43777WG - NL • AY McDonald: (Equal to Ford Part Numbers) • Mueller: (Equal to Ford Part Numbers) Ductile Iron Pipe Water: Cement Lined Class 350/50 Sewer/Force Main: Protecto 401 Lines Class 350/50 • American Pipe and Supply • Clow Valve Co. • Griffin Pipe Products Co. • McWane • U.S. Pipe Ductile Iron Fittings Water: Cement Lined Class 350/50 Sewer/Force Main: Protecto 401 Lines Class 350/50 • American Valve • Clow • McWane Ductile • Star Pipe Products • Tyler Union • U.S. Pipe 18-2 2024 — Indian River County Department of Utility Services 438 Electrical Equipment as listed or approved equal • Crouse -Hinds 1. Cable Connectors "CGB" Series 2. Emergency Power Receptacle — 3W, No. AR1042-S22 with AR610 Panel Adaptor for pumps less than 25hp, AR2042-S22 with AR610 Panel Adaptor for pumps greater than 25hp • Eagle Signal Bulletin 705 1. HK series Elapsed Timer Meter • Square D 1. Unfused Safety Switch 2. Thermal Magnetic Air Circuit Breaker 3. Magnetic Motor Starter 4. Reduced Voltage Motor Starter 5. Pump Mode Selector Switch 6. Indicator Lamps Fire Hydrants 5'/4" Valve Opening • Clow — Medallion F2545 • East Jordan Iron Works — Part no. 5CD250 • Mueller -Centurion 250 Generator Sets 1000 KW or Greater • Caterpillar • Cummins/Onan • Detroit Diesel 1000 KW or Less • Atlas-Copco • Katolight • Kohler Power • Tradewinds Power • Winco Lift Station Access Door • Bilco — Type J -AL Single Leaf with Stainless Steel Hardware -Waterproof • Halliday Products — Single Leaf with Stainless Steel Hardware -Waterproof 18-3 2024 — Indian River County Department of Utility Services 439 Lift Station Control Panels • ECS (Economy Control Systems, Jacksonville, FL) Lift Station Joint Sealer • Marbri Supply Co. 1. Embeco 636 Grout 2. Embeco 885 Grout Lift Station Liners and Coatings • AP/M Permaform • Associated Fiberglass Enterprises • GU Florida • LF Manufacturing Co. Inc. • Agru Sure -Grip • Green Monster Liner (GML) • Sewper Coat Lift Station Submersible Pumps • ABS Pump - If a grinder pump is proposed, only ABS type grinder pumps under 5.0 hp are permitted. ABS V2 Piranha Grinder Pumps are not permitted • Xylem Flygt. Lift Station Valve Pit Access Door • Bilco • Halliday Products Lift Station Valve Pit Quick Disconnect • Kamloc Male Kwik Disconnect • Kamloc Coupler 4" Lift Station Valve Pit Safety Grate • Halliday Products • Bilco Line Setter for Meter Boxes 6" — Part # Retro-2BVBHH-NL 5/8" X 3/4" Meter Retrosetter 12" — Part # VHH42-12W-NL 5/8" X 3/4" Meter Retrosetter No Lead 3/4" Key Valve 18-4 2024 — Indian River County Department of Utility Services 440 By Dual Check Valve • Ford Meter Box Marker Balls Electronic • 3M — Water 3M 1403XR, Sewer 3M 1404XR Manhole Frames and Covers • U. S. Foundry — Drawing No. 420-C • PAM —Pamrex Hinged Manhole Cover and Frame Manholes Flexible Plastic Gaskets • Press Seal Gasket Corp • Ram-Nek Manhole Sealants and Coatings • Pro -Tech EW -1 Water Base Epoxy • CANUSA WRAPID SEAL • ConSeal CS -55 • AP/M Permaform • Associated Fiberglass Enterprises • GU Florida • LF Manufacturing Co. Inc. • Agru Sure -Grip • Green Monster Liner (GML) Manhole Pipe Connection (Boot) • Kor-N-Seal —Neoprene Boot with Stainless Steel Accessories • PBX (Press Seal Gasket Corp) Manhole Watertight Rain Guard Boot • LF Manufacturing Co. Inc. • Parson Environmental Products Mechanical Joint Restraints • EBAA —Megalugs and Bell Restraints • SIGMA Corp • Star Pipe Products • U.S. Pipe — Field Lock Gaskets 18-5 2024 — Indian River County Department of Utility Services 441 Meter Boxes Polymer Concrete & Fiberglass sizes 11"X18", 13"X24", 17'X30", 24"X36" • CDR Systems Corp. • GlasMasters, Pre -Plumbed Box • Hubbell Meters for Potable Water • Octave (Stainless Steel Body) Meters for Sewer Force Mains and Reuse Mains • Mag -Meter (on a case by case basis) • The Abb Group/Fisher Porter PE Pipe & Tubing 3/4"to 2" SDR 9 CTS 3" to 48" DR11 DIPS • Chevron -Phillips • Flying W Plastics Inc. • JM Eagle • Municipex • Polypipe Plug Valves • Clow Valve Co • DeZurik-Series 100 • Henry Pratt Co. • Kennedy Valve • M&H Valve Co. • Val -Matic -Series 1500 PVC Pipe & Fittings Water/Force Main - DR18 C900/C909 (for Fittings, see Ductile Iron Fittings on Page 18-2) Sewer - SDR 26 3034 (for Fittings, see Sewer Fittings ASTM D-3034 on Page 18-7) • Diamond Plastics • ETI Pipe and Supply • Freedom Plastics • J -M Manufacturing Co. Inc. • National Pipe and Plastic • North American Pipe Corp. 18-6 2024 — Indian River County Department of Utility Services 442 Reduce Pressure Backflow Preventer Assembly • AMES Fire and Waterworks - 40OSS & 4000SS • Wilkins —Part No. 975 • FEBCO- Part No. LF825Y • Watts — Part No. LF909 Remote Telemetry Unit • DataFlow Systems Inc. - 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 Resilient Seat Gate Valves • American Flow Control • Clow Valve Co. • Kennedy Valve • M&H Valve Co. • Mueller Co. Service Saddles -Stainless Steel Straps • The Ford Meter Box Co. • JCM Industries • Romac Industries Inc. Sewer Fittings ASTM D-3034 • The Harrington Corp./HARCO • Multi Fittings • Royal Building Products Sleeve Type Couplings • The Ford Meter Box Co. • Smith -Blair - Style 413 • JCM Industries Tapping Sleeves- Stainless Steel • The Ford Meter Box Co. — Style FTSS • JCM Industries- Model 432 • Smith -Blair — Style 663 • Romac Industries Inc. 18-7 2024 — Indian River County Department of Utility Services 443 Tie Rods All tie rods shall be stainless steel all -thread rods Trace Wire Covering • King Innovation—Dryconn Weatherproof Connectors • SKRINK WRAP a) 3M-ScotchKote Weatherproofing Compound b) 3M- Scotch 33 tape Trace Wire Port • Snake Pit (Cast Iron Cover) Valve Boxes (Domestic Heavy Duty) • Bingham & Taylor • East Jordan Iron Works — Long Throat Lid General Foundries Inc • Tyler Union -USA • U. S. Foundry Valve Name Plate • LF Mfg. Co • Shiedow Bronze Corp. • Wager Co. 18-8 2024 — Indian River County Department of Utility Services 444 IV - PERMIT APPLICATIONS AND CHECKLISTS 445 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. OWNER/AUTHORIZED REPRESENTATIVE (IF DIFFERENT FROM APPLICAN NAME ADDRESS CITY STATE ZIP CODE TELEPHONE C. PROJECT PROJECT NAME PARCEL ID LEGAL DESCRIPTION TYPE OF PROJECT HOURS OF OPERATION ANTICIPATED CONSTRUCTION SCHEDULE START/FINISH ESTIMATED CONSTRUCTION COST OF FACILITIES TO BE DEDICATED TO IRC: WATER (LABOR & MATERIALS ONLY) $ SEWER (LABOR & MATERIALS ONLY) $_ 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. PAGE 446 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) THE SCOPE OF THE ENGINEERING REPORT SHALL BE DEPENDENT ON THE COMPLEXITY OT THE PROPOSED PROJECT FOLLOWING CUSTOMARY ENGINEERING STANDARDS. GUIDELINES WILL BE MADE AVAILABLEAT THE INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICE (INITIAL) D. METHOD (S) OF FLOW DERIVATION (CHECK APPROPRIATE LINE (S) EQUIVALENT RESIDENTIAL UNIT DETERMINATION TABLE SPECIFIC REQUIREMENTS FOR INDUSTRIAL USE EXISTING FACILITY/PREVIOUS RECORDS 1. ERU DETERMINATION TABLE (COPY ATTACHED): 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 FACILITY/PREVIOUS 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: PAGE 447 ADDITIONAL WATER FLOW ANTICIPATED FOR PROJECT PHASING, BUT NOT REQUESTED (ESTIMATED) 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 PAGE 3 448 4. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION IS A WATER OR SEWER EXTENSION REQUIRED? YES NO IF YES, THE APPLICANT MUST OBTAIN THE REQUIRED FDEP PERMIT PRIOR TO THE ISSUANCE OF A COUNTY PERMIT 5. SITE PLAN YOU ARE REQUIRED TO SUBMIT A SITE PLAN INDICATING ANY ON OR OFF-SITE SANITARY SEWER AND/OR 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 4 449 Indian River County Department of Utility Services INDUSTRIAL USER WASTEWATER SURVEY AND PERMIT APPLICATION SECTION A — GENERAL INFORMATION A.1 Facility Name: a. Operator Name: b. Is the Operator identified in A.l.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. A.2 Facility Address: Street: City: State: A.3 Business Mailing Address: Street: Zip: City: State: Zip: A.4 Designated Signatory Authority of the Facility: Name: Title: Address: City: State: Zip: Phone #: A.5 Designated Facility Contact: Name: Title: Phone #: Indian River County Department of Utility Services 1801 271 Street, Vero Beach, FL 32960 Page 1 of 19 450 Indian River County Department of Utility Services SECTION B — BUSINESS ACTIVITY B.1 If your facility employs or will be employing processing 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 besides the category of business activity (check all that apply). Industrial Categories: ❑ Aluminum Forming ❑ Asbestos Manufacturing ❑ Battery Manufacturing ❑ Can Making ❑ Canned and Preserved Fruit and Vegetable Processing ❑ Canned and Preserved Seafood ❑ Carbon Black Manufacturing ❑ Centralized Waste Treatment ❑ Coal Mining ❑ Coil Coating ❑ Concentrated Animal Feeding Operation and Feedlots ❑ Concentration Aquatic Animal production' ❑ Copper Forming ❑ Dairy Product Processing or Manufacturing ❑ Electric and Electronic Components Manufacturing ❑ Electroplating ❑ Explosives Manufacturing ❑ Fertilizer Manufacturing ❑ Ferroalloy Manufacturing ❑ Foundries (Metal Molding and Casing) ❑ Glass Manufacturing ❑ Grain Mills ❑ Gum and Wood Chemicals Manufacturing ❑ Hospital ❑ Ink Formulation ❑ Inorganic Chemicals ❑ Iron and Steel ❑ Landfill ❑ Leather Tanning and Finishing ❑ Meat and Poultry Products ❑ Metal Finishing ❑ Metal Products and Machinery ❑ Mineral Mining and Processing ❑ Nonferrous Metals Forming ❑ Nonferrous Metals Manufacturing ❑ Oil and Gas Extraction ❑ Ore Mining ❑ Organic Chemicals Manufacturing ❑ Paint and ink Formulating ❑ Paving and Roofing Manufacturing ❑ Pesticides Chemical Manufacturing, Formulating and/or Packaging Indian River County Depament of Utility Services 1801 27'1 Street, Vero Beach, FL 32960 Page 2 of 19 451 Indian River County Department of Utility Services 0 Petroleum Refining ❑ Pharmaceutical Manufacturing ❑ Phosphate Manufacturing ❑ Photographic Processing ❑ Plastic and Synthetic Materials Manufacturing ❑ Porcelain Enameling ❑ Printed Circuit Board Manufacturing ❑ Pulp, Paper, and Fiberboard Manufacturing 0 Rubber Manufacturing ❑ Soap and Detergent Manufacturing ❑ Steam Electric power Generating 0 Sugar Processing ❑ Textile Mills ❑ Timber Products ❑ Transportation Equipment Cleaning ❑ Waste Combustors ❑ Other (Describe) B.2. Give a brief description of all operations at this facility including primary products or services (attach additional sheets if necessary). B.3. Indicate applicable North American Industry Classification System (NAICS) for all processes: BA. Production Rate: Product Past Calendar Year Amounts per Day (Daily Units Estimate This Calendar Year Amounts Per D(Daily Units B.S. For Production -Based Categorical ICI's only, what is the facility's long term average categorical production rate? Indian River County Department of Utility Services 1801 271 Street, Vero Beach, FL 32960 Page 3 of 19 452 Indian River County Department of Utility Services SECTION C — WATER SUPPLY C.1 Water Sources: (Check as many as are applicable) ❑ Private Well ❑ Surface Water ❑ Municipal Water Utility ❑ Other (Specify) C.2 Name (as listed on the water bill): Street: City: C.3 Water Service Account Number: State: Zip: CA List average water usage on premises (new facilities may estimate) Type Average Water Usage (GPD) Indicate Estimated (E) or Measured (M) a. Contact Cooling Water b. Non -Contact Cooling Water c. Boiler Feeding d. Process e. Sanitary f. Air Pollution Control g. Contained in Product h. Plant and Equipment Washdown i. Irrigation and Lawn Watering j. Other k. Total of a through j SECTION D — SEWER INFORMATION D.1 a. For an existing 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? YES ❑ NO ❑ (ii) Have you applied for a building permit if new facility will be constructed? YES ❑ NO ❑ (iii) Will you be connected to the Public Sanitary Sewer System? YES❑ No❑ Indian River County Department of Utility Services 1801 27b Street, Vero Beach, FL 32960 Page 4 of 19 453 Indian River County Department of Utility Services D.2 List size, descriptive location and flow of each discharge pipe or discharge point which connects to the County's sewer system (attach additional sheets if necessary) Descriptive Location of Sewer Connection or Discharge Point Average Flow GPD SECTION E — WASTEWATER DISCHARGE INFORMATION E.1 Does (or will) this facility discharge any wastewater other than from Restrooms to the County's 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. E.2 Provide the following information on Wastewater Flow Rate. (New facilities may estimate) a. Hours/Day Discharged (e.g., S hours/day) M T W Th F Sat Sun b. Hours of Discharge (e.g., 9am to 5 pm) M T W Th F Sat Sun C. Peak Hourly Flow Rate (GPD) d. Maximum Daily Flow Rate (GPD) e. Annual Daily Average (GPD) E.3 If batch discharge occurs or will occur, indicate: (New Facilities May Estimate) a. Number of batch discharges (per day) b. Average discharge per batch (GPD) C. Time of batch discharges (days of week) (hours of day) d. Flow rate (gallons per minute) e. Percent of total discharge EA Schematic Flow Diagram — For each major activity in which wastewater is or will be generated, draw a diagram of the flow of materials, products, water and wastewater from the start of the acrtivity to its completion, showing all unit processes. Indicate which processes use water and which generate wastestreams. Include the average daily volume and maximum daily volume of each wastestream (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 this unit processes in the building layout in SECTION H. (May include as attachment) Indian River County Department of Utility Services 1801 27m Street, Vero Beach, FL 32960 Page 5 of 19 454 Indian River County Department of Utility Services E.5 List average wastewater discharge, maximum discharge, and type of discharge (batch, continuous, or process), 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). No. Process Description Average Maximum Flow (GPD) Flow (GPD) Type of Discharge (batch, continuous, none Type of Discharge (batch, continuous, none E.6 List the average wastewater discharge, maximum discharge, and type of discharge (batch, continuous, or both) for each non -process wastewater flows (i.e., cooling tower blowdown, boiler blowdown) No. Process Description Average Flow (GPD) Maximum Flow (GPD) Type of Discharge (batch, continuous, none E.7 Do you have, or plan to have, automatic sampling equipment or continuous wastewater flow equipment at this facility? YES NO N/A Current Flow Metering ❑ ❑ ❑ Sampling Equipment ❑ ❑ ❑ Planned Flow Metering ❑ ❑ ❑ Sampling Equipment ❑ ❑ ❑ If so, please indicate the present or future location of this equipment on the sewer schematic and describe equipment below: E.8 Are any process changes or expansions planned during the next three years that could alter wastewater volumes or characteristics? Consider production processes as well as air or water pollution treatment that may affect discharge. ❑ YES ❑ NO (skip to SECTION E.10) E.9 Briefly describe these changes and their effects on the wastewater volume and characteristics: (attach additional sheets if necessary) Indian River County Department of Utility Services 180127' Street, Vero Beach, FL 32960 Page 6 of 19 455 Indian River County Department of Utility Services E.10 Are any recycling or reclamation systems in use or planned? ❑ YES ❑ NO E.11 Briefly describe recovery process, substance recovered, percent recovered, and the concentration in the spent solution. Submit a flow diagram for each process (attach additional sheets if needed): Indian River County Department of Utility Services 1801 27th Street, Vero Beach, FL 32960 Page 7 of 19 456 Indian River County Department of Utility Services 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 known 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 sure 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 wastestreams by placing a P (expected to be present), S (may be present), or O (will not be present) under the average reported values. Pollutant Maximum Average of Number Level Used Detection Dail Value Anal ses of Units Conc. Mass Conc. Mass Analyses Conc. Mass Acenaphthene Acrolein Acrylonitrile Benzene Benzidine Carbon tetrachloride Chlorobenzene 1,2,4-Trichlorobenzene Hexachlorobenzene 1,2-Dichloroethane 1,1,1-Trichloroetane 1,1,2,2 -Tetrachloroethane Chloroethane Bis(2-Chloroethyl)ether 17-bis(chloro-methyl) ether 2-Chloroethylvmyl ether 2-Chloronaphthalene 2,4,6 -Trichlorophenol Parachlorometa cresol Chloroform 2 -Chlorophenol 1,2 -Dichlorobenzene 1,3- Dichlorobenzene 1,4 -Dichlorobenzene 3,3'-Dichlorobenzidine 1,1-Dichloroethylene 1, 2-Trans-dichloroethylene 2,4-Dichlorophenol Indian River County Department of Utility Services 1801 271 Street, Vero Beach, FL 32960 Page 8 of 19 457 Indian River County Department of Utility Services 1,2-Dichloropropane 1,2-Dichloropropylene 1,3-Dichloropropylene 2,4 -Dimethylphenol 2,4-Dinitrotoluene 2,6-Dinitrotoluene 1,2-Diphenylhydrazine Ethylbenzene Fluoranthene 4-Chlorophenyl ether 4-Bromophenyl ether Bis(2-chloroethyl) ether Bis(2-chloroethoxy)methane Methylene Chloride Bromoform Dichlorobromomethane Chlorodibromomethane Hexachlorobutadiene Hexachlorocyclopentadiene Isophorone Naphthalene Nitrobenzene 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-O-Cresol N-Nitrosodimethylamine N-Nitrosodiphenylamine N-Nitrosodi-N-propylamine Pentachlorophenol Phenol Bis(2-ethylhexyl)phthalate Butylbenzylphthalate Di-N-Butylphthalate Di-N-Octylphthalate Diethyl phthalate Dimethylphthalate Benzo(a)anthracene Benzo(a)pyrene 3,4-Benzofluoranthene Benzo(k)fluoranthene Chrysene Acenaphthalene Anthracene Indian River County Department of Utility Services 1801 271 Street, Vero Beach, FL 32960 Page 9 of 19 458 Indian River County Department of Utility Services Benzo(g,h,i)perylene Fluorene Phenanthrene Dibenzo(a.h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Tetrachloroethylene Toluene Trichloroethylene Vinyl chloride Aldrin Dieldrin Chlordane 4,4' -DDT 4,4' -DDE 4,4' -DDD Alpha-Endosulfan Beta-Endosulfan Endosulfan sulfate Endrin Endrin aldehyde Heptachlor Heptachlor epoxide Alpha -BHC Beta -BHC Gamma -BHC Delta -BHC PCB -1242 PCB -1254 PCB -1221 PCB -1232 PCB -1248 PCB -1260 PCB -1016 Toxaphene Dioxn(TCDD) Asbestos Acidity Alkalinity Bacteria BODS Chloride Chlorine Fluoride Indian River County Department of Utility Services 1801 27"' Street, Vero Beach, FL 32960 Page 10 of 19 459 Indian River County Department of Utility Services Hardness Magnesium Ammonia Oil and Grease Total Suspended Solids Total Organic Carbon Total Kjeldahl Nitrogen Nitrate as N Nitrite as N Organic Nitrogen Phosphorus Sodium Specific Conductivity Sulfate Sulfide Sulfite Antimony Arsenic Barium Beryllium Cadmium Chromium Copper Cyanide Lead Mercury Nickel Selenium Silver Thallium Zinc Any additional pollutants regulated by State SECTION G — TREATMENT G.1 Is any form of wastewater treatment (see list below) practiced at this facility? ❑ YES ❑ NO G.2 Is any form of wastewater treatment (or changes to an existing wastewater treatment) planned for this facility within the next three years? ❑ NO ❑ YES, Describe: Indian River County Department of Utility Services 1801 271 Street, Vero Beach, FL 32960 Page 11 of 19 460 Indian River County Department of Utility Services G.3 Treatment devices or processes used or proposed for treating wastewater or sludge (check as many as appropriate) ❑ Air flotation ❑ Centrifuge :0 Chemical precipitation ❑ Chlorination ❑ Cyclone ❑ Filtration ❑ Flow equalization ❑ Grease or oil Separation, type: ❑ Grease trap ❑ Grinding filter ❑ Grit removal ❑ Ion exchange ❑ Neutralization, pH correction ❑ Ozonation 0 Reverse Osmosis ❑ Screen 0 Sedimentation ❑ Septic tank ❑ Solvent separation ❑ Spill protection 0 Sump ❑ Rainwater diversion or storage ❑ Biological treatment, type: ❑ Other chemical treatment, type: ❑ Other physical treatment, type: ❑ Other, type: GA Is process wastewater mixed with non -process wastewater prior to the sampling point? ❑ NO ❑ If YES, describe: G.5 Describe the pollutant loadings, flow rates, design capacity, physical sixe, and operating procedures of each treatment facility checked in G.3 Indian River County Department of Utility Services 1801 271 Street, Vero Beach, FL 32960 Page 12 of 19 461 Indian River County Department of Utility Services G.6 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. G.7 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. G.8 Do you have a treatment operator? ❑ YES ❑ No (if YES) Name: Title: Phone: Full time (specify hours): Part time (specify hours): G.9 Do you have a manual on the correct operation of your treatment equipment? ❑ YES ❑ No G.10 Do you have a written maintenance schedule for your treatment equipment? ❑ YES ❑ No SECTION H — FACILITY OPERATOIONAL CHARACTERISTICS H.1 Shift Information Work Days Mon Tue Wed Thur Fri Sat Sun Shifts per Work Da Employees 1 St 2nd per shift 3rd Shift start 1 St and end times 2nd 3rd Indian River County Department of Utility Services 1801 271 Street, Vero Beach, FL 32960 Page 13 of 19 462 Indian River County Department of Utility Services H.2 Indicate whether the business activity is: ❑ Continuous through the year, or ❑ Seasonal (circle the months of the year during which the business occurs): Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Comments: H.3 Indicate whether the facility discharge is: ❑ Continuous through the year, or ❑ Seasonal (circle the months of the year during which the business occurs): Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Comments: HA Does operation shut down for vacation, maintenance, or other reasons? ❑ NO ❑ YES, indicate reasons and period when shutdown occurs: H.5 List types and amounts (mass or volume per day) of raw materials used or planned for use (attach list if needed): H.6 List types and quantity of chemicals used or planned for use (attach list if needed). Include copies of Material Safety Data Sheets (if available) for all chemicals identified. Chemical Quantity H.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. A blueprint or drawing of the facilities showing the above items may be attached in lieu of submitting a drawing on this sheet. Indian River County Department of Utility Services 1801 27th Street, Vero Beach, FL 32960 Page 14 of 19 463 Indian River County Department of Utility Services SECTION I — SPILL PREVENTION I.1 Do you have chemical storage containers, bins, or ponds at your facility? ❑ 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. I.2 Do you have floor drains in your manufacturing or chemical storage are(s)? ❑ NO ❑ If YES, where do they discharge to? I.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 on-site 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 I.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 systems? ❑ YES (Please enclose a copy with this application) ❑ NO ❑ N/A, since there are no floor drains and/or the facility discharge(s) only domestic wastes. I.5 Please describe below any previous spill events and remedial measures taken to prevent their reoccurrence. Indian River County Department of Utility Services 180127' Street, Vero Beach, FL 32960 Page 15 of 19 464 Indian River County Department of Utility Services SECTION J — BEST MANAGEMENT PRACTICES J.1 Describe the types of best management practices (BMPs) you employ to prevent pollutants from entering a facility's wastestream or from reaching a discharge point. BMPs are management and operational procedures such as schedules of activities, prohibitions of practices, maintenance procedures, and other management practices to implement the general and specific prohibitions listed in 40 CFR 403.5(a)(1) and (b). BMPs also include treatment requirements, operating procedures, and practices to control plant site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw materials storage. J.2 Do you have the potential for a slug discharge to the sewer system? A slug discharge is any discharge of a non -routine episodic nature, including but not limited to an accidental spill or non - customary batch discharge, which has a reasonable potential to cause interference or pass through, or in any other way violate the POTWs regulations, local limits or permit conditions (40 CFR 403.8(f)(2)(v). ❑ YES 11 NO Please describe the type of the potential slug discharge, including quality and content. Please describe current mechanisms for preventions of slug discharges. Please describe where and how raw materials are stored. Indian River County Department of Utility Services 1801 2711 Street, Vero Beach, FL 32960 Page 16 of 19 465 Indian River County Department of Utility Services SECTION K — NON -DISCHARGED WASTES K.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 K. Waste Generated Quantity (per ear Disposal Method K.2 Indicate which wastes identified above are disposed of at an off-site treatment facility and which are disposed of on-site. K.3 If any of your wastes are sent off to an off-site centralized waste treatment facility, identify the waste and the facility. KA If an outside firm removed any of the above checked wastes, state the name(s) and address(es) of all waste haulers: a. [:1 Permit # (if applicable): Permit # (if applicable): K.5 Have you been issued any Federal, State or Local Environmental Permits? ❑ YES ❑ NO If YES, please list the permit(s): K.6 Describe where and how waste liquids and sludges are stored. Indian River County Department of Utility Services 1801 27h Street, Vero Beach, FL 32960 Page 17 of 19 466 Indian River County Department of Utility Services SECTION L - AUTHORIZED SIGNATURES Compliance certification: L.1 Are all applicable Federal, State or Local pretreatment standards and requirements being met on a consistent basis? ❑ YES ❑ NO ❑ NOT YET DISCHARGING L.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 I Completion Date Indian River County Department of Utility Services 1801 27th Street, Vero .Beach, FL 32960 Page 18 of 19 467 Indian River County Department of Utility Services 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) Title(s) Signature(s)* Date Phone * To be signed by an authorized representative, as defined in Indian River County Ordinance 2012-007, after completion of this form. Indian River County Department of Utility Services 1801 27"' Street, Vero Beach, FL 32960 Page 19 of 19 468 00/00/2023 gtVF1� INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES UTILITY CONSTRUCTION PERMIT CHECKLIST WATER CHECKLIST Project Name: UCP # Received Description 1. One (1) signed and dated, approved or red -lined set of as -built construction drawings by the project's County Inspector for approval by Utilities Engineering, prior to the submittal of the Final Record Drawings. Submittal of Final Record Drawings 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 to be submitted seven (7) days after completion of that portion requiring clearance. 4. Copy of a satisfactory bacteriological main clearance (bactees) certified by the Engineer -of -Record. 5. Copy of a satisfactory trench backfill and compaction density test reports signed by the Engineer -of -Record. 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. 8. Copy of the Notice of Acceptance of Completion 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 and proof that the certification has been filed with Backflow Solutions Inc. in accordance with the County Cross Connection Control Program's Backflow Management and Inspection Database. See http://www.ircutilifes.com/CCCP.htm for further information. Page 1 of 4 469 00/00/2023 Received Description 10. Easement & Bill of Sale - 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 will be coordinated through the IRC Attorney's Office once authorized by IRCDUS. 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. This will be coordinated through the IRCAttorney's Office once authorized by IRCDUS. 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 costs 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. Page 2 of 4 470 00/00/2023 g1V�R INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES UTILITY CONSTRUCTION PERMIT CHECKLIST toT WASTEWATER CHECKLIST Project Name: UCP # Received " Description 1. One (1) signed and dated, approved or red -lined set of as -built construction drawings by the project's County Inspector for approval by Utilities Engineering, prior to the submittal of the Final Record Drawings. Final Record Drawings 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 or infiltration/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 to be submitted seven (7) days after completion of construction of that portion requiring clearance. 4. Copy of a satisfactory television test and a certified report by the Engineer -of -Record. 5. Copy of a satisfactory trench backfill and compaction density test reports signed by the Engineer -of -Record. 6. 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. 7. Copy of the Notice of Acceptance of Completion from the Florida Department of Environmental Protection (FDEP) authorizing the wastewater collection/transmission system to be placed into service. S. 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. 9. 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 Page 3 of 4 471 00/00/2023 Received ` Description along with an itemized list of all materials to include materials and construction costs. This should be coordinated through the IRCAttorney's Office. 10. Complete on-site inspection by a County utility inspector with confirmation that the wastewater collection/transmission system appears acceptable. 11. Arrangements for payment of all capacity charges and other costs of connections. 12. Release of lien(s) from each Contractor, Subcontractor and Vendor. 13. 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. 14. A set of lift station specifications (if applicable), two sets of operations and maintenance manuals, warranty, and all spare parts as required by IRCDUS standards. 15. Transfer of lift station's electric account from Developer to County. 16. If a PRIVATE Lift Station, an acknowledgment letter from Engineer/Owner, and copy of 24/7 lift station maintenance agreement with a qualified service and repair company having lift station maintenance experience. Page 4 of 4 472 Jennifer W. Shuler, County Attorney Susan J. Prado, Deputy County Attorney Christopher A. Hicks, Assistant County Attorney r,_3kI Attorneys Matters - B.CC. 11. 19.24 Ofce of INDIAN RIVER COUNTY ATTORNEY MEMORANDUM TO: Board of County Commissioners THROUGH: John A. Titkanich, Jr., County Administrator FROM: Susan J. Prado, Deputy County Attorney DATE: November 6, 2024 SUBJECT: Calcutta Drive Docks Guidance on Potential Changes BACKGROUND. Calcutta Drive is a County road that runs parallel to a canal. The riparian rights to the canal are purportedly the County's. On May 6, 1985, the then County Attorney Gary M. Brandenburg wrote a memorandum to Art Challacombe, an Environmental Planner stating "that the canals and bulkhead system were placed within the subdivision for the benefit of all of the property owners in the subdivision." He went on to explain that "[a]s a result, the County has adopted the policy in the past of allowing individuals to build docks along the County Road within the appropriate setbacks, provided they enter into an agreement to hold the County harmless for any and all damage to the bulkhead system of road." He added that "[t]his permitting has been done on a first-come, first -serve basis, exclusively for property owners in Country Club Pointe." On February 5, 1991, County staff presented an agenda item to the Indian River County Board of County Commissioners (the "Board") concerning license agreements for these docks. In a memorandum from Roland M. DeBlois, Chief, Environmental Planner, dated January 30, 1991, Mr. DeBlois explained the history of the docks being constructed on a first-come, first served basis, provided that the applicant signed the appropriate waiver. Mr. DeBlois also noted that the approvals have been handled administratively. Mr. DeBlois then went on to explain that in consultation with the County Attorney's Office, the County should look to entering into license agreements with a new applicant, instead of simply relying on the hold harmless waiver. After some discussion on the provisions of the license agreement, the Board approved the license agreement for $100 per year, subject to the changes requested by the Board. It is important to note that the license agreement included a provision that if the property is sold, that the buyer could execute a similar license within 90 days, and that if the buyer failed to do so, the dock would become the property of the County. On May 26, 1998, the Board passed Resolution 1998-58, in which the Board delegated the authority to the Community Development Director to execute license agreements pertaining to transferring property 473 utilizing County riparian land for docks within the Country Club Pointe Subdivision. This allowed for a smooth transition for those property owners selling homes that had license agreements in place. The License Agreements contain the following language in them that have brought up several questions from the different County Departments: • Licensee agrees that the County may make annual inspections of the dock facility under license agreement and that this right shall be preserved in any rental agreement. • In addition to such annual inspection, the County may inspect the dock facility due to storm events or complaints submitted to the County by third parties. • If a dock falls into disrepair and is not fixed within the applicable time period, the County has the right to remove the dock and lien the property for the costs associated with such removal. • Licensees are required to have the docks inspected on a five-year cycle by an independent third - party expert and submit that report to the County. • Licensee must apply for a permit with Indian River County, within 60 days of entering into this license agreement, to either repair or demolish and rebuild the dock. Within 120 days from the issuance of the permit, the repairs or rebuilding of the dock must be accomplished and a request to Indian River County for any inspection must be made. • Prior to the installation of any electricity to the dock, licensee shall obtain a quote from a licensed electrician familiar with dock designs. Licensee shall also provide a copy of the quote and designs to the County for review and must receive approval from the County before electric work can be installed. • Prior to the installation of any water or irrigation service and connection to the dock, Licensee shall obtain a quote from a licensed contractor familiar with dock designs. Licensee shall also provide a copy of the quote and designs to the County for review and must receive approval from the County before work can be installed. • Licensee is required to have the dock facility inspected on a five-year cycle by an independent third -party expert and submit that report to the County. The County Attorney's Office met with staff from Natural Resources, Planning and Building. The following concerns arose regarding the above language: 1. There are no addresses associated with the individual docks. It has been mentioned that in order to obtain building permits and to track item that there needs to be an address associated with the permits. Does the Board wish to have planning designate an address for each of the docks? 2. The annual inspections that are to be done on the docks as well as the inspections when there is a complaint. The question came about as to which department is in charge if any to perform these inspections. The environmental planners do not have the ability to perform the inspections as they are not licensed to inspect docks etc. The building department has voiced that they only do inspections in relation to building permits and these license agreements do not fit in that category. Staff is seeking to know how the board would like to proceed with this? 2 1 P a g e 474 3. Which department in the County would need to see and sign off on the installation of electricity and or water services to the dock? 4. Which department will review the inspection report submitted to the County that is required every 5 years? FUNDING Revenues collected for dock license agreements are deposited into account 001038-362010 - General Fund/Miscellaneous/Rents & Royalties. Account Description Account Number General Fund/Miscellaneous/Rents & Royalties 001038-362010 RECOMMENDATION. The County Attorney's Office seeks instruction from the Indian River County Board of County Commissioners on how to move forward with each of the above questions. ATTACHMENT. Form License Agreements 3 1 P a g e 475 LICENSE AGR, ` 'iT This agreement made and entered into this day of , 2022 by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida, whose mailing address is 1801 2711, Street, Vero Beach, Florida 32960, hereinafter referred to as "County" and whose rig address is hereinafter "Licensee". WITNESSE:T14 That, in consideration of the following covenants and agreements, the parties hereto state as follows: 1. Indian River County is presumptively the holder oll[ApWim roft .1A owcanw lying easterly of Calcutta Drive, by virtue of the dedication of Calcutta Drive adjacent W said canal to the public by the Replat of Country Club Pointe, Unit 1 at Plat Book 4, Page Vt, PW -is Records of Indian River County, Florida; 2. Licensee is owner of Lot,; Country Club Pointe, Unft 2, which lot lies (hereinafter the "PROPERTY"); 3. Licensee has sought permission to utilize the riparian land of County along the east right-of-way line of Calcutta Drive, generally described as due east of due east of the north property line of Lot 10, Block 2, Replat of Country Club Pointe Subdivision, Unit 1 AND plus -or - minus 13 feet south of the extension thereof, and running southerly approximately for 25 feet along the canal (and numbered _ on County's inventory) for the use of a dock for personal recreationsl use of themselves and/or occupants of said Lot Bloi*,, , Country Club Pointe, Unit 2; 476 EXh1b K Tramferrable 4. County agrees to slow Licensee to utilize said dock for personal recreational uses of themselves and/or the occupants of Lot ;qty Club Pc tMit 2 for so long as they own/occupy the PROPERTY. This right shall not be assignable, nor shall Licensee rent the dock to third parties other than the occupant /if not Licensee) of Lot _ Block _, Country Club Pointe, Unit 2; 5. Licensee agrees to pay the County a one4 ne $5,000 transfer fee and $2,000.00 per year plus applicable sales tax commencing on and each year thereafter for the exclusive right of Licensee and/or occupants of L Country CEUb Pointe, Unit 2, to utilize said dock forft purposes stated herein, $. Licensee agrees to hold County harmless from any damages arising out of the use of County riparian land for the purposes of accessing the canal Ing easterly of the PROPERTY by any member of Licensee's or occupants' families or their guests. This indemnification shall be by means of an insurance policy naming Indian River County as an additional insured in the amount of $300,000,00 liability insurance. A certificate of insurance must be provided annually to the County by the Licensee detailing the following language in the Descriptions of Operations/Locations on the certificate "Indian River County is named as an additional insured with respect to labiality coverage for leased dock at Riparian land as described in Book Page of the public teCords of Indian River County, Dock No. 17."; 7. Licensee agrees that no boat maintained at said dock shall have a clearance of greater than 14 feet above water, said height limitation being related to the clearance of the Indian River Boulevard bridge over the Main Relief Canal. The maximum length of any boat shall not exceed 24 feet (including engines) for the dock identified as number — on the County's dock inventory; 8. Licensee agrees that the County may make annual inspections of the dock Exhibit "K Transferrable for Lot Block _, Country Club Pointe, if 2. In addition to such annual inspection, the County may inspect the dock facility due to storm events ot complaints submitted to the Count► by third parties. Licensee further agrees to correct any maintenance deficiencies, subject to normal County building permit raqWrements, withbi thirty days ltf notification of any such deficiencies identified. ff the do facility falls into disrepair and is not corrected within the applicable time period; the County has the right to remove the dock and lien the PROPOR Y f -or the costs associated with such removal; 9. Licensee must apply for a permit with Indian River County, within 60 days of entering into this license agreement, to either repair or demolish and rebuild the dock. Within 120 days from the issuance of the permit, the repairs or rebuilding of the dock must be accomplished and a request to Indian River County for an inspection must be made; 10. Prior to the installation of any electricity to the dock, Licensee shall obtain a quote from a licensed electrician familiar with dock designs. Licensee shall also provide a copy of the quote and designs to the County for review and must receive approval from the County before electric work can be installed, 11. Prior to the installation of any water or irrigation service and connection to the dock, Licensee shall obtain a quote from a licensed contractor familiar with dock designs. Licensee shall also provide a copy of the quote and designs to the County for review and must receive approval from the County before work can be installed, 12. The parties agree that this license agreement shall terminate upon sale of the PROPERTY by the Licensee, at which time any dock improvements under this license agreement shall become the property of County, unless the then purchaser of the PROPERTY enters into a license agreement for the usage of the dock facility containing covenants and agreements similar to this license agreement within ninety (90) days of sale of the PROPERTY. 13. Licensee is required to have the dock facility inspected on a five-year cycle by an independent third -party expert and to submit that report to the County; OC.Ume ntu 478 Exhibit "A" ...... Transferrable 14. This license agreement may also be terminated bytowft f 0011 4 or covenants 5, 6, 7, 8, 9, 10 or 11 above are Violated. Cauw may also terminate this license agreement for unpermitted work on the dock facility, fiqr work that would require a permit. Licensee may terminate this agreement upon sixty (60) days' written notice to Indian River County. Any event of termination shall cause any and all dock improvements to become the property of Indian River County-, and 15. This license agreement shall be recorded in the Public Records of Indian River County, Florida. IN WITNESS WHEREOF, County and Licensee have caused this agreement to be signed in their respective names. Witnesses: Signature: _ Printed Name: Signature: _ Printed Name: STATE OF FLORIDA COUNTY OF INDIAN RIVER INDIAN RIVER COUNT1f, FLOMM M Phillip J. Matson, AICP Community Development Director Authority: Resolution No. 2022 - The foregoing instrument was acknowledged before me, by means of ' physical presence or online notarization, this day of 2022 by Phillip J. Matson, AICP, Community Development Director for Indian River County, Florida under authority of the Board of County Commissioners of Indian River Gourl—th Florida. who is 0 personally known or 1: produced identification in the form of SEAL: IMMARY PUBLIC Sign: printed name: Commission No.: Commission Expiration: 479 Witnesses: Signature: Printed Name: Exhibit W Transferrable OWNER: rated Name: This document was prepared by: Office of Indian River County Attorney 1801 27'" Street Vero Beach, FL 32960 772-226-1425 .... ...... Ibis agreement made and entered into thisday of r,2W by an d bete INDIAN RSR E OUN''l"Y, a political subdivision of the State of Florida, whose mailing address is 1801 2711' Street, Vero Beach, Florida 32860, hereinafter referred to as "County" and whose mailing address is hereinafter "Licensee". W I T N E 5 WE TH: That, in consideration of the following covenants and agreements, the parties hereto state as follows: 1. Indian River County is presumptively the holder of Cid fights to ft Corot lying easterly of Calcutta Drive, by virtue of the dedication of Calcutta.Drive adjacent to said canal to the public by the Replat of Country Club Pointe, Unit 1 at Plat Book 4, Page 11, Public I Records of Indian fthwCotmty, Florida; 2. Lit :is owner of Lot, ,,,,, EOuWy M& Pointe, Unit 2. hR MW (hereinafter the "PROPER"'l? ; 3. Licensee has sought permission to utilize the riparian.fand ofpunty along the east right-of-way line of Calcutta Drive, generally described as due east of due east of the north property, line of Lot 10, Block 2, Replat of Country Club Ptlt a Subdivision, I"1 AM OWsow- minus 13 feet south of the extension thereof and runty southerly approximately for 25 feet along the canal (and imbered _ on County s invert for the um of a dock fW VKWW recreational use of themselves and/or occupants of said Lot Block _, .entry 00 Pq Unit 2; DOCUMPtnt ... . .. UOPY 481 uses of themselves and/or the occupants of Lot _, Block _, Country Club Pointe, Unit 2 for so long as they own/occupy the PROPERTY. This right shall not be assignable, nor shall Licensee rent the dock to third parties other than the occupant. fU4 L "a"9). of Lot Block _, Country Club Pointe, Unit 2; 5. Licensee agrees to pay the County a tine -time $5,000 transfer fee and $2,000.00 per year plus applicable sales tax comMencing on 202 and each year thereafter for the exclusive right of Licensee and/or occupants of Lot., Block Country Club Pointe, Unit 2, to utilize said dock for the purposes stated herein; 6. Licensee agrees to hold County harmless from arry damages arising otA of Us use of County riparian land for the purposes of accessing the canal lying easterly of the PROPERTY by any member of Licensee's or occupants' families or their guests. This indemnification shall be by means of an insurance policy naming Indian River County as an additional insured in the amount of $300,000.00 liability insurance. A certificate of insurance must be provided annually to the County by the Licensee detailing the following language in the Descriptions of Operations/Locations on the certificate: "Indian River County is named as an additional insured with respect to labiality coverage for leased dock at Riparian land as described in Book Page of the public records of Indian River County, Dock No. 17."; 7. Licensee agrees that no boat maintained at said dock shall have a clearance of greater than 14 feet above water, said height limitation being related to the clearance of the Indian River Boulevard bridge over the Main Relief Canal. The maximum length of any boat shall not exceed 24 feet (including engines) for the dock identified as number _ on the County's dock inventory; 8. Licensee agrees that the County may make annual inspections of the dock Non-'gainsferrable for Lot _, Block _, Country'Ctub Pointe, Unit 2. In addition to such annual inspection, the County may inspect the dock facility after storm events or due to complaints submitted to the County by third parties. Licensee further agrees to correct any maintenance deficiencies, subject to normal qty building permit requirements, within thirty (30) days of notification of any such deficiencies identified. If the dock facility falls 4disrepair and;iat corrected within the ap ped, ft County has the right to remove the dock and lien the PROPERTY for the costs associated with such ,. 9. Licensee must apply for a permk VM bVAM. RhW Goth, within 60 days of entering into this license agreement, to either repair or demolish and rebuild the dock. Within 120 days from the issuance of the permit, the repairs or rebuilding of the dock must be accomplished and a request to Indian River County for an inspection must be made; 10. Prior to the installation of any electricity to the dock, Licensee shall obtain a quote from a licensed electrician familiar with dock designs. Licensee shall also provide a copy of the quote and designs to the County for review and must receive approval from the County before electric work can be installed; 11. Prior to the installation of any water or irrigation service and connection to the dock, Licensee shall obtain a quote from a licensed contractor familiar with dock designs. Licensee shall also provide a copy of the quote and designs to the County for review and must receive approval from the County before work can be installed, 12. The parties agree that this license agreement shall terminate upon sale of the PROPERTY by the Licensee, at which time any dock improvements under this license agreement shall become the property of County, this license agreement will not transfer yM the transfer of the PROPERTY; 13. Licensee is required to have the dock facility inspected on a five-year cycle by an independent third -party expert and to submit that report to the County: row& U:0CUment Copy - 483 Exhibit "A" Non -Transferrable 14. This license agreement may also be terminated by County if condition 4 or covenants 5, 6, 7, $, g, 10 or 11 above are violated. C>oUrity may also terminate this license agreement for unpermitted work on the dock facility, work that would require a permit. Licensee may terminate this agreement upon sixty (60) days' written notice to Indian River County, Any agent of termination shall cause any and ail dock improves to become the property :of WAM inter County; and w. 16. This #cense agreement "l be tecpfd in the Pubic ftwxdvof WSM [fir Cotter, ;= aiida. IN WITNESS WHWEOF, 00mr y Wid Licensee have caused this agreement to be signed in their respective names. Witnesses: 00" Jdi1lM:l*UN W; Signature: Printed Name: By: ptoup J. Matson, AICD COOOpdhity Develop m.. Signature: Printed Name: Aum: Resolution No _:..,..._ STATE OF FLORIDA COUNTY OF INDIAN RIVER The foregoing instrument was acknowledged before me, by means of E, physical presence or ❑ online notarization, this day of , 2022 by Phillip J. Matson, AICP, Community Development Director for Indian River County, Florida under authority of the Board of County Commissioners of Indian River County, Florida. who is jQ. personally known or "i produced identification in the form NOTARY PUBLIC: SEAL: Sign: printed name; Commission No.: Commission Witnesses: OWNER: Signature: _ Printed Name: Signature: _ Printed Name: By: Printed Name: STATE OF FLORIDA COUNTY OF INDIAN RIVER The foregoing instrument was acknowledged before me, by means of physical presence or 0 online notarization, this day of , 2022 by , who is J personally known or ❑ produced identification in the form of SEAL: NOTARY PUBLIC: Sign: Printed Name: Commission No.: Commission Expiration: r Z SWDD Item 15.6.1 Indian River County, Florida Solid Waste Disposal District Board Memorandum Date: November 18, 2024 To: Solid Waste Disposal District Board of Commissioners Prepared By: John A. Titkanich, Jr., ICMA-CM, County Administrator Himanshu Mehta, P.E. SWDD, Managing Director Subject: Debris Collection — Hurricane Milton Descriptions and Conditions: A situation has developed where our debris contractor, Ceres Environmental, is requesting Indian River County match FDOT's.negotiated per cubic yard rate. The County's current contracted collection rate is $9.81 per cubic yard, FDOT's rate is $14.98 per cubic yard. The issue is subcontractors are chasing higher collection rates and are willing to go elsewhere. Brevard and Martin County faced the same issue and neither raised their rates to match the FDOT rate. Brevard County is apparently seeing minimal progress in debris collection. While Martin County did not raise their rate, their contractor incentivized subcontractors $3,000 per day to stay and complete the work, of which they did, and Martin County is 100% complete. Ceres has indicated while they are bringing in additional assets, without subcontractors they will not be able to make the progress originally projected. Estimated Debris Collection Summary (As of 6 p.m. a.m., Monday, November 18"') Debris Type Estimated To Be Collected Collected Percent - Remaining To Be Collected %to Complete Vegetation 45,000 23,473.60 52% 21,526.40 52% C & D 5,000 1,076.3 22% 3,923.70 78% Total 50,000 23,050 49% 25,451 51% 774 loads collected 23,050 cubic yards, which is roughly 3006 tons Number of Days from Start 29 Avg Total Collected per Day 847 Est. Days to Complete 30 With the latest updated, as provided in the above tables, the average per day collection is 823 cubic yards and it would take roughly 45 days to collect the0 remaining debris in the unincorporated area. As of earlier today, 37% (or 18,436 cubic yards) of debris has been collected. We contacted our secondary debris contractor and have been informed they've deployed their assets/resources elsewhere in the State and southeastern United States. Thus, they are unable to support Indian River County for Hurricane Milton. At our meeting Friday with FDEM this issue was discussed. Regrettably, this is a common occurrence that subcontractors chase higher collection rates. In fact, many counties have chosen this option, especially on the west coast. The County Attorney's Office has been in contact with FDEM's Agency Attorney, and we appear to be receiving different information on reimbursement if we increase our rates to FDOT's rates. It is roughly estimated the increase in rates for the remainder of the debris to be collected would cost $131,591 more, and if the County were to approve this the contractor indicates they would be able to retain and attract subcontractors to complete our debris collection in a more timely manner. They are indicating they could be complete as originally proposed, the 4 to 6 weeks from the October 21 St commencement date. Options for Discussion: 1. Stay the course at our current negotiated rate ($9.81 per cubic yard) and debris collection would not be potentially complete until the third week of December. 2. Increase the rate to the contractor consistent with the FDOT rate ($14.98 per cubic yard) resulting in a net increase of $131,591. Again, our contractor is indicating they could be complete as originally proposed, the 4 to 6 weeks from the October 21St commencement date. There are three potential reimbursement scenarios with Option 2 to consider: a) FEMA recognizes the circumstances, and the County is using the State's (FDOT) negotiated rate and reimburses the County at the appropriate amount. b) FEMA does not recognize the circumstances and likely only reimburses the County based on our contracted rate. c) FEMA does not recognize the circumstances and does not reimburse the County for the remaining amount as it is not consistent with our negotiated contract rate. Scenario three could result in the remaining amount of $381,256 being fully borne by the County d) FEMA determines the County went outside its debris collection contract and does not reimburse any of the debris collection expenses. 3. Issue a separate authorization to Ceres Environmental using emergency general funds for the rate difference to incentivize debris collection, that amount would be approximately $131,591. This would certainly be ineligible reimbursement from FEMA. This approach is what Orange County, FL authorized. If this option is preferred by the BOCC, authorization would be required to issue the appropriate purchase order. Funding: OMB would process the appropriate budget amendment depending on the option selected. Recommendation: Staff recommends option recommended Option 3 as it ensures timely debris collection, the County would still submit and make a good faith argument to FEMA, and it minimizes the County exposure to collect the debris is timely fashion. If Option 3 is selected, the Board will waive the purchasing policy requirements and authorize the County Administrator to approve and execute an emergency purchase order.