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VB MSTU Agenda 10/04/2018 Vanderbilt Beach M.S.T.U. Advisory Committee 3299 East Tamiami Trail Suite 103 Naples, FL 34112 OCTOBER 4, 2018 2:00 P.M. Naples Park Community Center 654 104th Ave N, Naples, FL I. Call to order and Pledge of Allegiance II. Attendance Advisory Committee Bruce Forman – Chairman (11/13/2019) Bill Sjostrom – Vice Chairman (11/13/2020) Mark Weber (11/13/2021) Gabriella R. Miyamoto (11/13/2019) William Harris (11/13/2020) Staff Harry Sells – Project Manager Landscape Aaron Gross, Ground Zero Mike McGee, Landscape Architect III. Approval of agenda IV. Approval of the minutes of Sept 6, 2018 V. Landscape Maintenance Report-Aaron Gross, Ground Zero Landscape. VI. Conner Park- Mike McGee VII. Project Manager Report, Harry Sells A. Budget report for 9/30/2018 and 10/4/2018 B. General status of burial project and delays C. Status of Phase IV Underground Facilities conversion Agreement- GAF Waiver D. Street widening, sidewalk repair, curbing E. New irrigation line VIII. Old Business A. By Laws Approval IX. New Business A. Possible new projects • Street Lights • Park Benches • Trash Cans on Vanderbilt Drive • Refurbishment of Vanderbilt Drive Landscape. • Sidewalks east and west side of Gulf Shore Drive • Trees in ROW of finger streets X. Public Comment XI. Adjourn NEXT MEETING DATE: NOV 1, 2018 Naples Park Community Center 654 104th Ave N, Naples, FL 1 Vanderbilt Beach M.S.T.U Advisory Committee 3299 East Tamiami Trail Suite 103 Naples, FL 34112 SEPTEMBER 6, 2018 I. CALL TO ORDER AND PLEDGE OF ALLEGIANCE Vice-Chair Sjostrom called the meeting to order at 2:00 P.M. A quorum of three was present. The Pledge of Allegiance was recited. II. ATTENDANCE Advisory Committee: Bruce Forman – Chairman (Excused) William Sjostrom – Vice Chair Mark Weber Gabriella R. Miyamoto William Arell Harris Staff: Harry Sells - Project Manager Others: Mike McGee – Landscape Architect Aaron Gross – Ground Zero Landscaping Wendy Warren - Juristaff III. APPROVAL OF AGENDA Mr. Sjostrom moved to approve the Agenda of the Vanderbilt Beach M.S.T.U. subject to hearing Item VII. C. Project Managers Report - Status of Phase IV design after Item IV. Second by Mr. Weber. Carried unanimously 3 - 0. IV. APPROVAL OF THE MINUTES OF MAY 3, 2018 Mr. Weber moved to approve the minutes of the May 3, 2018 Vanderbilt Beach M.S.T.U. meeting as presented. Second by Ms. Miyamoto. Carried unanimously 3 - 0. Mr. Harris arrived. A quorum of four was present. VII. PROJECT MANAGERS REPORT – HARRY SELLS C. STATUS OF PHASE IV DESIGN FPL UFCA with GAF Phase IV $287,680 Mr. Sells presented the “Underground Facilities Conversion Agreement – Government Adjustment Factor Waiver” contract between Florida Power & Light Company (FPL) and the M.S.T.U. for the Vanderbilt Drive FPL Phase IV Project, encompassing the section from 111th Avenue to the north side of the third bridge, in the amount of $287,680. for consideration. • The MSTU will assume responsibility as a sub-contractor for burying the utilities (similar to the activity for Phases 2 & 3). Upon completion FPL will assume responsibility for the network. • The contract authorizes the M.S.T.U. to go out for bid for the burial of conduit and placing of equipment, including Comcast cable and Century Link installations and networks. September 6, 2018 Vanderbilt Beach MSTU • A new contract for Construction Engineering Inspection (CEI) professional services will be drafted and Request for Quote’s (RFQ) solicited. • Two new bridges require CenturyLink and Comcast plans to be modified to accommodate underground cable installation. • Estimated timeline for construction is four to five months with a possible start date of April 2019. • Invitations to Bid will be distributed to qualified contractors in October 2018. • The Conversion Agreement Contract will be submitted to the Board of County Commissioners on September 25, 2018 for consideration. Mr. Harris motioned to recommend the Board of County Commissioners (BCC) approve the “Underground Facilities Conversion Agreement – Government Adjustment Factor Waiver” contract between Florida Power & Light Company (FPL) and the Vanderbilt Beach M.S.T.U. for the Vanderbilt Drive FPL Phase IV Project in the amount of $287,680.00. Second by Mr. Weber. Carried unanimously 4- 0. . V. LANDSCAPE MAINTENANCE REPORT – AARON GROSS, GROUND ZERO LANDSCAPE Mr. Gross reported on landscape irrigation maintenance as follows: • As instructed by Mr. Sells, two large hedges were cut to the top of the existing wall height conforming to County site design code standards. • Four heads and three nozzles on existing smaller laterals of the irrigation system were replaced. • The public utilities contractor shut off the irrigation system in response to apparent damage to the main line at 96th Street. Mr. Sells directed Mr. Gross, Ground Zero Landscape, to repair the line and turn the water on by Friday September 7, 2018. VI. CONNER PARK LANDSCAPE DESIGN – MIKE McGEE, McGEE & ASSOCIATES Mr. McGee distributed Vanderbilt Drive Landscape Improvement Concept Plans for Committee review including a site plan, the community identification signage design, existing conditions, site improvements, landscape plantings and a landscape planting plan legend accompanied by color graphics depicting the plant material noting: • The concept is to balance the landscape and sign presentation on both corners of Bluebill Avenue and Vanderbilt Drive and create a Gateway into Conner Park and Delnor- Wiggins State Park. • A rendering for the new sign design, including fencing with posts and community logo, was presented for Committee consideration. • The County sign specialist confirmed the sign can be sixty-four (64) square feet; the proposed height of the monument conforms to County standards. • Fixtures in the Right of Way require County approval; setbacks requirements have to be abided by; signage symmetry will not be identical on both sides. • Multi-levels for the mound and screening, i.e. a Clusia hedge, are positioned behind the new sign. • Committee members can participate in site selection for the sign; a ROW permit is required. • A single decorative gate to secure and provide access to the County Lift Station Facility is proposed. 2 September 6, 2018 Vanderbilt Beach MSTU • Landscaping proposed for the northwest corner includes palm trees, excluding coconut palms, flowering canopy trees, large trees layered in, bougainvillea specimens, ground covers and sub plantings. • The central area of the sign will feature a focal point of colorful seasonal flowers. • Incorporating a vista location to enhance water views will be considered for the design. During Committee discussion the following was addressed: • Color of the sign and graphics will be determined by the Committee during the design process. • Paver walkways (6 feet wide) on the Park entryway perimeter for aesthetic enhancement, with consideration given to extending the pavers to the parking lot entrance, should be reviewed for cost effectiveness. • Mangroves on the water’s edge and bordering the sea wall will be protected. • Three large trees on the north side of the fence, by the canal, will remain. • Exotic vegetation and storm debris will be removed. • Sign pillar post dimensions will be reviewed for proportion. • Elimination of one large telephone pole and two existing Delnor-Wiggins signs will enhance the visual appearance of the area. • The M.S.T.U. will assume responsibility for maintenance of the Gateway. Mr. Sells will provide Committee members with McGee & Associates Landscape Design Plans and solicit their comments and recommendations for review at the October 2018 meeting. VII. PROJECT MANAGERS REPORT – HARRY SELLS A. BUDGET REPORT for 09/06/2018 Mr. Sells provided an overview on the “Vanderbilt MSTU Budget Report on Fund 143” FY18 dated September 6, 2018 noting: • $1,233,452.58 of the FY18 Ad Valorem property tax revenue budget of $1,280,300.00 has been collected. • Total revenue FY18 is $3,280,236.70 including investment interest, transfers and contributions (minus a 5% reserve of $64,300). • Operating Expense Budget is $3,138,436.70 of which $1,316,552.30 is committed; $437,292.19 is expended. • Unencumbered Operating Expense funds available are $1,384,592.21. • One more invoice in the $200K range is anticipated from MasTec for FY-18. • An estimated six tons of gravel was required to stabilize the network due to Hurricane Irma in the “washouts.” • Estimated Cash Balance, including funds committed and not spent, as of September 6, 2018 is $2,713,636.55. • FY-18 Carry Over funds, estimated at $1,100,000. plus Ad Valorem Tax revenue FY-19 of $1,345,208. will generate income in the $2,400,000. range as of October 1st. 3 September 6, 2018 Vanderbilt Beach MSTU B. GENERAL STATUS OF BURIAL PROJECT and DELAYS Phases II and III Network Electrical Activation Mr. Sells distributed a ROW Agreement package for FPL to Energize Primaries and Feeders for the Vanderbilt Drive Public Utilities Renewal Project noting: • On May 14, 2018 activation commenced for the Florida Power & Light (FPL) underground network on Bluebill Avenue. • The red lines on the ROW Agreement drawings depict the primaries which feed the transformers; blue lines depict activated feeders. • FPL will activate four sets of primaries not indicated on the drawings when the equipment causing switching issue is resolved. • The Dunes of Naples, Egret, Flamingo and Heron Avenues are activated. • Two remaining sections of Vanderbilt Beach Road should be activated by September 7th. • Estimated completion of activation is third week of September, 2018. • Most cable is off the poles; poles will be removed except for Vanderbilt Drive and four finger streets as FPL is unwilling to “break up” the phase. • The north and south perimeters of the “washout” locations retained aerial utility poles to enable network activation of Vanderbilt Drive and the finger streets. • Quality Enterprises USA, Inc. (QE) initiated construction to repair five “washout” locations on the West side of Vanderbilt Drive as a result of Hurricane Irma, September 10, 2017. • Mitchell & Stark Construction, the contractor for the Public Utilities project, ceased operation of that area pending completion of “washout” repairs by QE. C. STATUS OF PHASE IV DESIGN FPL UFCA with GAF Phase IV $287,680 This Item was addressed after Item IV – Approval of the Minutes D. STREET WIDENING A Public Utilities project to widen eleven (11) finger street entrances twenty feet (20) and increase the curb radius to thirty feet (30) is progressing. Mr. Sells reported:  The goal of the project is to increase the radius to thirty feet, entrance width to twenty feet, and enhance the pedestrian/driver interface to improve not only the aesthetics of the intersection but also the safety and the efficiency of the intersection for fourteen finger streets.  Install six foot paver block crosswalks with twelve inch flat ribbon curbs to enhance visibility and intersection aesthetics.  Sight line issues will be addressed by relocating the sidewalks within six feet of Vanderbilt Drive and removing existing Right-of-Way landscaping.  Proposals for street widening and curb installation for the northern three (3) finger streets, paver installations for the fourteen (14) finger street crossings and relocation of the sidewalks within (6) feet of Vanderbilt Drive will be obtained by Staff. 4 September 6, 2018 Vanderbilt Beach MSTU E. CONNER PARK LANDSCAPING This item was discussed under VI. – Conner Park Landscape Design, McGee & Associates. F. NEW IRRIGATION LINE Mr. Sells reported: • The existing main supply irrigation line on Vanderbilt Drive, buried three to four inches, should be at a depth of three to four feet. Directional boring for underground conduit installation was completed and a 3” PVC line and 2” PVC conduit line was installed. • A Scope of Work is being prepared for replacement of control wires for the existing line and activation of the new system. • Quotes will be presented to the Committee for approval at a future meeting. VIII. OLD BUSINESS The removal of two pieces of equipment from a grassy area between Bluebill Avenue and Vanderbilt Towers created a hole in which water accumulates. Approximately 130 feet of curbing to alleviate the issue will be installed. IX. NEW BUSINESS A. BY LAWS APPROVAL The Committee agreed to review the By Laws at the October 4, 2018 meeting. B. POSSIBLE NEW PROJECTS Mr. Sells introduced concepts for future improvements to the Vanderbilt Beach M.S.T.U. for Committee consideration including: • Street Lights Street lights will be considered as a future project on completion of Phases II and III construction. • Park Benches Additional benches will be considered for installation on completion of the County’s utility project. • Trash Cans on Vanderbilt Drive Trash cans placed next to benches will be considered on completion of utility construction. The Landscaping contractor would be responsible for trash removal weekly with the costs incorporated into the landscaping contract. • Refurbishment of Vanderbilt Drive Landscape This project will be considered upon completion of Public Utility construction and the underground utility project. • Sidewalks east and west side of Gulf Shore Drive This project requires designing and fund allocation and the sidewalks must conform to codes and be ADA compliant. • Trees in ROW Finger Streets A resident’s proposal to plant trees on one or both sides of the finger streets will be considered. 5 September 6, 2018 Vanderbilt Beach MSTU X. PUBLIC COMMENT AND BOARD COMMENTS Conner Park Landscape Project In response to Mr. Spinelli’s, 477 Flamingo Avenue, query regarding the M.S.T.U.’s plans to remove vegetation along the bank as part of the Conner Park Landscape Refurbishment, Mr. Sells and Mr. McGee noted: • Three large trees on the north side of the fence, by the canal, and Mangroves will remain. • Habitat for marine species such as Manatees will be protected. • Exotic vegetation and storm debris will be removed. • The proposed Clusia hedge by the fence will provide privacy for homeowners. Mr. Sells will apprise homeowners on project status as it progresses. Street Signs The Committee requested Street Signs be included as a discussion topic for a future meeting. XI. ADJOURN There being no further business for the good of the County, the meeting was adjourned by order of the Chair at 3:55 P.M. VANDERBILT BEACH MSTU ADVISORY COMMITTEE ______________________________________ Bruce Forman, Chairman The minutes approved by the Board/Committee on , 2018 “as submitted” [___] OR “as amended “ [___]. NEXT MEETING DATE: OCTOBER 4, 2018 2:00 P.M. NAPLES PARK COMMUNITY CENTER 654 104TH AVENUE, NAPLES, FL 6 Christmas Palm TripleChristmas Palm SingleSmall Leaf Clusia HedgeSmall Leaf ClusiaTabebuia 'IPE' FoliageTabebuia 'IPE' BloomBougainvillea 'Silhouette'Bougainvillea 'Helen Johnson'Bougainvillea 'Miss Alice'Perennial Peanut 'Golden Glory'Foxtail PalmAfrican Iris YellowYellow Iris BloomSand CordgrassL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\Plant Pictures 9-5-18.dwg, 9/7/2018 9:01:53 AM Vareigated ArboricolaOrange Bird of ParadiseRed Dwarf IxoraGreen Island FicusLigustrum Tree FormVareigated Arboricolaand Ligustrum Tree GroupingMontgomery palmMontgomery palm doubleSilk Floss Tree 1L:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\Plant Pictures 9-5-18.dwg, 9/7/2018 9:01:54 AM FORT WALTONPANAMA44107510295957527575957575McGee & Associates60% PLAN SUBMITTAL08/30/2018PELICANMARSHBEACH WALKPAVILIONVanderbilt Beach Rd US 41 N (Tamiami Trail N.) ImmokaleeRd.GULF OF MEXICONAPLES PARKVANDERBILTBEACHBLUEBILL AVE.111th AVE NVanderbilt DrVanderbilt Dr logoblueprint-b w L:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\KEY SHEET\2018-006 18_keysld01.dwg, 8/29/2018 3:41:09 PM McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:11 AM McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:12 AM McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:13 AM McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:13 AM McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:14 AM McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:14 AM McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:14 AM VANDERBILT DR.HERON AVE.EGRET AVE.VANDERBILT DR.McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:15 AM VANDERBILT DR.BLUEBILL AVE.BLUEBILL AVE.COUNTY LIFT STATION FACILITYBLUEBILL AVE.VANDERBILT DR.VANDERBILT DR.FLAMINGO AVE.McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:19 AM Dwarf Firebush(68)(18)Green Island Ficus(53)Variegated ScheffleraSand Cord Grass(94)(21)Green Island FicusBLUEBILL AVE.VANDERBILT DR.McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:22 AM VANDERBILT DR.BLUEBILL AVE.COUNTY LIFT STATION FACILITYPUBLICPARKINGFACILITYMcGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:26 AM VANDERBILT DR.HERON AVE.EGRET AVE.VANDERBILT DR.McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:29 AM VANDERBILT DR.BLUEBILL AVE.BLUEBILL AVE.COUNTY LIFT STATION FACILITYBLUEBILL AVE.VANDERBILT DR.VANDERBILT DR.FLAMINGO AVE.McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:34 AM BLUEBILL AVE.VANDERBILT DR.McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:39 AM VANDERBILT DR.BLUEBILL AVE.BLUEBILL AVE.COUNTY LIFT STATION FACILITYPUBLICPARKINGFACILITYMcGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:43 AM BEACHVANDERBILTDELNOR WIGGINSPASS STATE PARKCONNER PARKBEACHVANDERBILTDELNOR WIGGINSPASS STATE PARKCONNER PARKMcGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:46 AM BEACHVANDERBILTDELNOR WIGGINSPASS STATE PARKCONNER PARKMcGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:51 AM TREESCOMMON NAME / BOTANICAL NAMEChristmas Plam / Adonidia merrilliiFloss Silk Tree / Ceiba speciosaRoyal Poinciana / Delonix regiaJapanese Privet / Ligustrum japonicumSouthern Live Oak / Quercus virginianaFlorida Royal Palm 12` Cw. Ht. / Roystonea elataCabbage palm 12` / Sabal palmettoCabbage palm 18` / Sabal palmettoCabbage palm 8` / Sabal palmettoPurple Trumpet Tree / Tabebuia impetiginosaMontgomery Palm / Veitchia montgomeryanaFoxtail Palm / Wodyetia bifurcataSHRUBSCOMMON NAME / BOTANICAL NAMEDwarf Bougainvillea / Bougainvillea spectabilis `Helen Johnson`Pink Bougainvillea / Bougainvillea x `Silhouette`Small-Leaf Clusia / Clusia guttiferaDwarf Firebush / Hamelia patens `Compacta`PLANT SCHEDULE VANDERBILT DRPhilodendron / Philodendron selloumPodocarpus / Podocarpus macrophyllusSchefflera `Trinette` / Schefflera arboricola `Trinette`Sand Cord Grass / Spartina bakeriBird Of Paradise / Strelitzia reginaeSHRUB AREASCOMMON NAME / BOTANICAL NAMEGreen Island Ficus / Ficus microcarpa `Green Island`Dwarf Firebush / Hamelia patens `Compacta`Dwarf Red Ixora / Ixora coccinea `Petite Red`Variegated Schefflera / Schefflera arboricola `Trinette`Sand Cord Grass / Spartina bakeriGROUND COVERSCOMMON NAME / BOTANICAL NAMEPerennial Peanut / Arachis glabrata `Ecoturf`Yellow African Iris / Dietes bicolorPink Pentas / Pentas lanceolata `Nova`McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:52:58 AM Dwarf Red IxoraMontgomery Palm(2)Montgomery Palm(4)Dwarf Red Ixora(32)Dwarf Red Ixora(6)Dwarf Red Ixora(37)(10)Green Island Ficus(17)Green Island Ficus(15)Dwarf Red Ixora(2)Montgomery Palm(3)Montgomery Palm(38)Dwarf Red Ixora(31)Dwarf Red Ixora(8)Christmas Plam(7)Christmas Plam(5)Christmas Plam(5)Christmas PlamVANDERBILT DR.HERON AVE.(5)Christmas PlamChristmas Plam(2)Montgomery Palm(1)Montgomery Palm(5)Dwarf Red Ixora(30)(41)Dwarf Red Ixora(12)Green Island Ficus(5)Montgomery Palm(1)Montgomery Palm(45)Dwarf Red Ixora(7)Green Island Ficus(29)Dwarf Red Ixora(6)Christmas PlamEGRET AVE.VANDERBILT DR.McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:53:01 AM (1)Foxtail Palm(2)Bird Of ParadiseGreen Island Ficus(53)Variegated Schefflera(3)Foxtail PalmFoxtail Palm(3)Pink Bougainvillea(29)Dwarf Firebush(6)Small-Leaf Clusia(11)Purple Trumpet Tree(1)Japanese Privet(3)Florida Royal Palm 12` Cw. Ht.(3)(4)Dwarf Bougainvillea(1)Bird Of Paradise(102)Perennial Peanut(60)Pink Pentas(3)Christmas Plam(1)Foxtail Palm(11)Pink Bougainvillea(6)Dwarf Bougainvillea(2)Christmas Plam(1)Bird Of Paradise(16)Pink Bougainvillea(1)Florida Royal Palm 12` Cw. Ht.(1)Christmas PlamChristmas Plam(1)VANDERBILT DR.BLUEBILL AVE.BLUEBILL AVE.COUNTY LIFT STATION FACILITY(3)Montgomery Palm(7)Foxtail Palm(5)Christmas Plam(41)Dwarf Red Ixora(27)Green Island Ficus(30)Schefflera `Trinette`(17)Dwarf Red IxoraDwarf Red Ixora(29)Montgomery Palm(2)Montgomery Palm(4)Dwarf Red Ixora(36)(14)Green Island Ficus(34)PodocarpusFoxtail Palm(2)(2)(18)Green Island Ficus(60)Pink Pentas(271)Perennial Peanut(1)Christmas PlamPink Bougainvillea(10)(21)Green Island Ficus(2)Bird Of Paradise(3)Christmas Plam(12)Dwarf Bougainvillea(1)Foxtail PalmFoxtail Palm(1)Yellow African Iris(18)Purple Trumpet Tree(1)BLUEBILL AVE.VANDERBILT DR.VANDERBILT DR.FLAMINGO AVE.McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:53:09 AM Southern Live Oak(1)Southern Live Oak(1)Southern Live Oak(1)Southern Live Oak(1)Yellow African Iris(43)(43)Small-Leaf ClusiaCabbage palm 12`(3)(4)Cabbage palm 8`Cabbage palm 18`(2)Dwarf Firebush(68)Yellow African Iris(46)Foxtail Palm(2)Foxtail Palm(3)Purple Trumpet Tree(5)Royal Poinciana(2)Purple Trumpet Tree(1)Yellow African Iris(26)Dwarf Bougainvillea(11)(1)Foxtail Palm(2)Bird Of Paradise(18)Green Island Ficus(60)Pink Pentas(271)Perennial Peanut(1)Christmas PlamFlorida Royal Palm 12` Cw. Ht.(3)(53)Variegated ScheffleraJapanese Privet(4)Sand Cord Grass(94)Pink Bougainvillea(10)Philodendron(9)Small-Leaf Clusia(15)Dwarf Firebush(74)(21)Green Island Ficus(2)Bird Of Paradise(3)Christmas Plam(12)Dwarf Bougainvillea(1)Foxtail PalmFoxtail Palm(1)Yellow African Iris(18)Purple Trumpet Tree(1)(1)Christmas PlamChristmas Plam(1)BLUEBILL AVE.VANDERBILT DR.McGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:53:14 AM Variegated Schefflera(3)Foxtail PalmFoxtail Palm(3)Pink Bougainvillea(29)Dwarf Firebush(6)Small-Leaf Clusia(11)Purple Trumpet Tree(1)Japanese Privet(3)Florida Royal Palm 12` Cw. Ht.(3)(4)Dwarf Bougainvillea(1)Bird Of Paradise(102)Perennial Peanut(60)Pink Pentas(3)Christmas Plam(1)Foxtail Palm(11)Pink Bougainvillea(6)Dwarf Bougainvillea(2)Christmas Plam(1)Bird Of ParadiseDwarf Bougainvillea(5)Dwarf Bougainvillea(8)Sand Cord Grass(8)Japanese Privet(2)Purple Trumpet Tree(1)Purple Trumpet Tree(1)Sand Cord Grass(20)Small-Leaf Clusia(11)(16)Pink Bougainvillea(1)Florida Royal Palm 12` Cw. Ht.Foxtail Palm(2)VANDERBILT DR.BLUEBILL AVE.COUNTY LIFT STATION FACILITYPUBLICPARKINGFACILITYMcGee & AssociatesL:\Projects\2018-006VanderbiltBeachMSTU\DWG\Plan\Site\2018-006SITE 5-24-18 - TEST.dwg, 8/30/2018 9:53:17 AM VANDERBILT MSTU FUND 143 September 26, 2018 FY18 Vendor Item PO#Budget Commitments Expenditures Total 1 CUR AD VALOREM TAX (1,280,300.00)$ -$ (1,233,452.58)$ (46,847.42)$ 2 DEL AD VALOREM -$ -$ (257.32)$ 257.32$ 3 OVERNIGHT INTEREST -$ -$ (11,469.07)$ 11,469.07$ 4 INVESTMENT INTEREST (5,000.00)$ -$ (23,337.97)$ 18,337.97$ 5 INTEREST TAX COLLECTOR -$ -$ (74.04)$ 74.04$ 6 REVENUE STRUCTURE (1,285,300.00)$ -$ (1,268,590.98)$ (16,709.02)$ 7 TRANSFERS FROM PROP APP -$ -$ -$ -$ 8 TRANSFERS FROM TAX COLL -$ -$ -$ -$ 9 CARRY FORWARD GEN (1,512,300.00)$ -$ -$ (1,512,300.00)$ 10 CARRY FOR OF ENCUMB AMT (546,936.70)$ -$ -$ (546,936.70)$ 11 NEG 5% EST REV 64,300.00$ -$ -$ 64,300.00$ 12 TRANSFERS & CONTRIB (1,994,936.70)$ -$ -$ (1,994,936.70)$ 13 TOTAL REVENUE (3,280,236.70)$ -$ (1,268,590.98)$ (2,011,645.72)$ OTHER SALARIES 3,600.00$ -$ -$ 3,600.00$ SOCIAL SECURITY 200.00$ -$ -$ 200.00$ RETIREMENT REG 200.00$ -$ -$ 200.00$ 14 PERSONAL SERVICE 4,000.00$ -$ -$ 4,000.00$ 15 ENG FEES FP&L FPL Design -$ -$ 1,350.00$ (1,350.00)$ SURVEYING FEES 10,000.00$ -$ -$ 10,000.00$ 16 INDIRECT COST Collier County Indirect Cost Direct Pay 16,500.00$ -$ 16,500.00$ -$ Ground Zero Landscape Incidentals - Rest. FPL Proj. 4500186158 27,425.00$ 2,575.00$ Ground Zero Landscape Incidentals (NTP 3-28-18)4500186158 7,577.50$ 3,422.50$ Florida Land Maintenance Landscape Incidentals 4500181873 -$ 3,645.50$ 17 LANDSCAPE INCIDENTALS 100,000.00$ 35,002.50$ 9,643.00$ 55,354.50$ Hole Montes CEI Utility Conversion 4500152314 311,644.91$ 52,315.27$ Hole Montes Finger street entrance widening 4500184583 64,146.35$ 4,353.65$ Mastec North America, Inc.FPL Util. Aerial to Underground Conversion 4500163308 754,728.23$ 153,539.42$ McGee & Assoc. Landscape Architecural Service 4500186398 14,270.00$ 9,165.00$ Harts Electric Install tracer locate wires 4500184141 -$ 2,824.32$ Harts Electric Install new power 4500166205 9,683.77$ 1,029.37$ Harts Electric Install tracer locate wires 4500186087 -$ 498.56$ Ground Zero Ground Maint. - interim 4500184161 -$ 9,964.25$ Ground Zero Ground Maint (NTP 3-28-2018)4500186158 1,315.00$ 27,285.00$ Florida Land Maintenance Ground Maint 4500181873 -$ 9,700.00$ Sunbright Industry LLC Purchase & Install Mulch 4500184703 -$ 971.75$ Locate Holdings Inc.Locate services for buried utilities 4500181800 76,997.00$ 44,076.00$ Locate Holdings Inc.Locate services for buried util.(Overpay)4500181800 -$ (96.00)$ Accurate Grading Gravel 4500182933 -$ 2,675.00$ Florida Dirt Source Gravel 4500188093 124.49$ 605.11$ Accurate Grading Gravel 4500188468 -$ 2,250.00$ Centurytel Eng. Design & Supervision 4500188533 -$ 80,738.08$ INV 64273 to PUD Transfer -$ (9,130.88)$ INV 64272 to PUD Transfer -$ (5,676.00)$ INV 64295 to PUD Transfer -$ (2,031.00)$ 18 OTHER CONTRACTUAL 2,947,336.70$ 1,232,909.75$ 385,056.90$ 1,329,370.05$ 19 POST FREIGHT UPS USPS Postage Direct Pay -$ -$ 27.26$ (27.26)$ 20 ELECTRICITY FPL Electricity 4700003483 200.00$ 2.73$ 127.27$ 70.00$ 21 WATER AND SEWER Collier County Util.Water & Sewer 4700003459 40,000.00$ 14,792.98$ 15,207.02$ 10,000.00$ 22 RENT LAND Vanderbilt Naples Holdings Parking Lot Lease 4700003529 -$ -$ 600.00$ (600.00)$ RENT BUILDING Naples Association Rent office Space for meetings Visa charge -$ -$ 130.00$ (130.00)$ 23 RENT EQUIPMENT J.M. Todd Copier Lease (shared)300.00$ -$ -$ 300.00$ 24 INSURANCE GENERAL Collier County Insurance General Direct Pay 800.00$ -$ 800.00$ -$ 25 SPRINKLER SYSTEM MAIN Florida Irrigation Supply Irrigation Parts 4500181870 10,000.00$ 6,303.81$ 1,196.19$ 2,500.00$ 26 MULCH Forestry Resource Mulch 4500181872 4,000.00$ 3,822.00$ -$ 178.00$ 27 LICENCES AND PERMITS Collier County Permits Direct Pay 2,000.00$ -$ 8,000.00$ (6,000.00)$ 28 CLERKS RECORDING FEES Clerk of Courts Recording Fees Direct Pay 300.00$ -$ 27.20$ 272.80$ 29 LEGAL ADVERTISEMENTS Legal Advertising Legal Ads 400.00$ -$ -$ 400.00$ Juristaff, Inc Transcriptionist Serv.4500181834 -$ 1,738.31$ (1,738.31)$ Juristaff, Inc Transcriptionist Serv.4500188851 -$ 206.38$ (206.38)$ Premier Staffing Transcriptionist Serv.4500189252 1,800.00$ -$ (1,800.00)$ 30 OTHER MISCELLANEOUS 2,000.00$ 1,800.00$ 1,944.69$ (1,744.69)$ 31 OFFICE SUPPLIES Staples Advantage Office Supplies 4500182958 300.00$ 183.75$ 16.25$ 100.00$ 32 COPYING CHARGES JM Todd Monthly CPC (shared)4500182947 300.00$ 26.89$ 539.23$ (266.12)$ 33 FERT HERB CHEM Florikan Fertilizer 4500181877 3,600.00$ 2,527.50$ 735.00$ 337.50$ Tree Top Replace Damaged Bench at Moria B.Visa charge -$ 1,095.73$ CDW Office equipment - intern Visa charge -$ 32.00$ Home Depot Supplies to clear rental l Visa charge -$ 21.96$ CDW Office equipment - intern Visa charge -$ 25.00$ 34 OTHER OPER SUPPLIES 200.00$ -$ 1,174.69$ (974.69)$ 15 OTHER TRAINING 200.00$ -$ -$ 200.00$ 36 OPERATING EXPENSE 3,138,436.70$ 1,297,371.91$ 443,074.70$ 1,397,990.09$ 37 TRANS TO 111 UNINCOR 94,300.00$ -$ 94,300.00$ -$ 38 Budget Trans from Appraiser 11,000.00$ -$ 10,088.90$ 911.10$ 39 Budget Trans from Tax Collector 32,500.00$ -$ 24,924.21$ 7,575.79$ 40 TRANSFERS 137,800.00$ -$ 129,313.11$ 8,486.89$ 41 TOTAL BUDGET 3,280,236.70$ 1,297,371.91$ 572,387.81$ 1,410,476.98$ 2,068,487,415 FY 10 Final Taxable Value 2,005,897,752 FY 11 Final Taxable Value Total Available Balance 1,410,476.98$ 1,910,384,837 FY 12 Final Taxable Value Plus Commited And Not Spent 1,297,371.91$ 1,904,053,751 FY 13 July 1 Taxable Value 1,945,640,639 FY 14 July 1 Taxable Value 2,044,186,286 FY 15 July 1 Taxable Value Estimated Cash 2,707,848.89$ 2,195,715,846 FY 16 July 1 Taxable Value 2,385,578,106 FY 17 July 1 Taxable Value 2,560,181,524 FY 18 July 1 Taxable Value 2,661,001.47$ 2,690,415,673 FY 19 July 1 Taxable Value 5.09%Adj. 18 to 19 Actual Cash FY 19 FY 18 Millage 0.5000 0.5000 Millage Cap = .5000 Extension 1,345,208 1,280,091 Property Tax Limitation Impact FY 19 Gross Taxable Value 2,690,415,673 Minus: New Const. Annex.13,029,337 Plus: Amendment #1 TV Component 0 Adj. Taxable Value 2,677,386,336 Prior year FY18 Levy (Proceeds)1,280,093 1,280,091 DR 422 Levy Rolled Back Rate (less Amend. One)0.4781 Estimated Cash Less Uncollected Ad Valorem Taxes 3.3.1 . Survey As-Builts 3.3.1.1 The Surveyor shall obfairxAs-built Survey before back t%llina occurs, This field inforruatlonis necessary for updating and correcting FPL work order drawhigs (usually Pian & Profile), The Surveyor is to record all as -built information in a field book, (See 4,0 Data Recording), All manholes, vaults, trench routes and duct bank locations are to be stationed to a baseline or reference Pure, The as -built information is to be referenced to this line. Elevations will be to NGVD 1929, NAVD 1988, or other established local . datrun, They are to be taken along the top of the duct bank or cable and at existing grade'at 50 -foot maximum Intervals. Existing grade elevation shots (Top of Ground) are to be taken as close as practical to the elevation shots of the ductbank or cable being recorded. Additional elevations and grade shots are required when there is a change of elevation and/or direction of the cable or duct bank. Elevations are required on the roof ofthe manhole, rim if installed ,at existing grade and where the duct e'ntexs the manhole or feeder splice box. When other utilities aro uncovered, (water, gas, sewer, telephone, etc.) their size, material and type are to dotermined, their location referencedto the base line, and their elevatlonooted. An elevation will be. falcon on the duct bank or cable directly above or below the other utility and at existing grade. 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U 'j Ji c U C N _ D� j N zwY- m<a'coaM WCa�v�a'�oca� a'vma�arnw �I TYPICAL SER{ cVIC,E HANDHOLE INSTALLATION FIGURE 2A Y Y 1 ECM M & S # $9D-616IG4 Fm iA PEP T6 1'V r - i � � t Ali. CONDETM INSTALLED ON ONE END OF HH 2" - 90 DEG (24" R -T TYPE ) BEND M & S # 16'f"OD-6 4$" PRIMARY SPLICE HANVDHCILE M&S#161-12100.4, 4 FINAL GRADE . $chi M & S 3 590'616104 PULLIN pUBEINsLETIlJSi .g C1 EYfiIlk Hl:INSIDB'CIIL' HANDHOLF 2" 4517Ec1(36" R) HFSID M& 5 U 164-23943.2 I - #120 INSTALLATION When Installing conduit only (cable to be putted tater), a single #12 Copper insulated wire is to be direct buffed in every trsnoh at the same depth as the conduits. The ends of the wire are to be terminated above ground at the conduit ends as shown. This wire will allow empty plastic conduits to be located with electronic equipment. This method is not intended for cases where conduit is installed strictly for road crossings only. In these cases EGM markers should be used to mark the conduit ends. CAP-« �.. 1•#12C NYLON' INSULATEDWIRE " GRADE �. M&S 114-cowo-8 PVC CONDUIT WHERE TO INSTALL #120 WIRE FUT PM (YES) FUrHH FUTSEC (NO) FUT SVC (YES) / 70 RiSER.........0 ............0 .............: .............0 ............C......_:.... ECM ASKEA ST FUT NN ............0 ............ C ............2fl --"'"- ---PMC PNC....- TO NEXT TX ,I ... _... f ...0 —N ...... C ............ ECM FUT SEC (YES) J PRI &2 FUTSVC (NO) ECM UN -27.0.0 OF PRACTICES FOR FIELD JOINING UN -2'7.0.0 ut-�27.0-JO OF PVC CONDUIT (USING 'CLEAR SOLVENT CEMENT) AND PVC CONDUIT INSTALLATION FIELD JOINING 1. EXAMINE EACH LENGTH OF CONDUIT AND ENSURE THERE ARG NO INTERIOR OR EXTERIOR IMPERFECTIONS, CRACKS, ETC. REMOVE ALL FOREIGN MATERIAL FROM INSIDE CONDUIT, 2. USING A HACKSAW, FINE TOOTH WOOD SAW. OR NYLON STRING, CUT PIPE SQUARE (IF REQU(RED). REMOVE ANY BURRS AND BEVEL ANY SHARP EDGES. WIPE DRY WITH A CLEAN, DRY CLOTH. 3. APPLY CEMENT (M S, S #522-14100—UNIFORMLY ON INSIDE OF BELL OR FITTING. APPLY UNIFORM COAT 7) OF CEMENT ONTO CONDU[T END. DO OT POUR, SPLASH, OR GLOB CEMENT ON] 4. IMMEDIATELY INSERT THE CONDUIT INTO THE BELL END OF FITTING ALL THE WAY TO THE INSIDE SHOULDER. ENSURE SNUG FIT AND TURN CONDUIT 1/4 TURN TO DISTRIBUTE CEMENT EVENLY. 5. HOLD JOINT FOR APPROXIMATELY ONE MINUTE TO ALLOW CEMENT To BEGIN SETTING. WIPE OFF EXCESS CEMENT. NOTE: MANUFACTURER RECOMMENDATIONS ARE TO ALLOW FOR A MINIMUM OF 10 MINUTES OF DRYING TIME PRIOR TO ANY BACKFILLING. WEATHER CONDITIONS MAY VARY THIS SETTING TIME.) FIELD 11j_STALLATION 1. LAY CONDUIT RUN INTO TRENCH, DO NOT KICK. THROW OR SIAM IT IN! 2 SURROUNDING TRENCH BACKFILL MUST BE FREE OF LARGE OR SHARP ROCKS, CINDERS OR OTHER DEBRIS WHICH WILL DAMAGE CONDUITS DURING BACKFILL OPERATION OR SUBSEQUENT COMPACTION. 3, IN CORAL ROCK AREAS, IT IS RECOMMENDED THAT HAND BACKFILLING FOR THE FIRST 3 TO 6 INCHES BE PERFORMED. A. INSTALL PLUGS OR END BELLS ON ALL VACANT DUCTS, AS REQUIRED, 5. THE FINISHED CONDUIT RUN SHALL BE RODDED IN AN APPROVED MANNER (I.E. WINCH LINE, MANDREL, ETC.) TO VERIFY CONTINUITY AND CLEANLINESS. (LLQ7$: No CONDUIT RUN SHALL BE ACCEPTED AS PROPERLY INSTALLED UNLESS FREE PASSAGE IS OBTAINED AND VERIFIED BY FPL SUPERVISION.) OFPL OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: ON DRAWN BY: BO NO SCALE D®15.0.1 STAKING INFORMATION D-15.0.1 (EXHIBIT "A") FLAGS NORMALLY ON A PVC OR WIRE STAFF, ARE USED IF FIELD CONDITIONS ALLOW CLEAR SIGHT OF THE FLAGS. NOT TO BE USED WHEN FACE_STAKING. FLAGS SHALL BE A MINIMUM OF 4" X 5" WITH A 21" WIRE. EL&Q-NARKINGS THE APPROMTE PREPRINTED TYPE MAY BE MO IF FIELD CONDITIONS ALLOW. FLAGS SHALL DE PINK LETTERS ON WHITE FLM AND PREPRNTEO AS FOLLOWS: PROPOSED FPL POLE, PROPOSED FPL ANCHOR, PROPOSED FPL TRANSFORMER PAD, PROPOSED PL FPL TRENCH, PROPOSED FPL ELECTRONIC CABLE MARKER, PROPOSED FPL HAND HOLE V MIKE& STAKES NORMALLY ARE 24" TO 48" ONE BY TWO'S DEPENDING ON LOCAL PRACTICES AND AVAILABILITY. 8" TWO BY TWO'S, CALLED HUBS", ARE USED WHERE EXTRA STABILITY 15 NEEDED, SUCH AS COW PASTURES, UNPAVED DRIVING AREAS, ETC. AND ARE USUALLY DRIVEN FLUSH WITH THE GROUND. DEPENDING ONG5 OR BUSS ON SURFACE CONDITIONS AT THE WORK LOCATION, DIFFERENT METHODS OF OF STAKING MAY SI USED. M EARTH, STAKES OR HUBS WILL BE USED. NAILS, DISCS AND PAINT WILL BE USED IN PAVEMENT OF ASPHALTIC COMPOSITION, AND CONCRETE WILL BE MARKED AND PAINTED. WHERE DEFINITE POINTS OF ALIGNMENT ARE REQUIRED, SUCH AS RIGHT OF WAYS OR IN FACE STAKING, HUBS WILL HAVE NAILS DRIVEN INTO THEM. NAILS AND DISCS WILL BE USED ON ASPHALT, AND CONCRETE WILL BE DRILLED AND PAINTED TO INDICATE THOSE POINTS, REGARDLESS OF THE LOCATION'S CONDITION, OR OF THE METHOD OF STAKING USED, CERTAIN MARKINGS MAY BE USED BY THE SURVEY CREW TO INDICATE TO THE APPROPRIATE WORKING CREW WHAT EACH STAKED LOCATION REPRESENTS. THE FOLLOWING IS A LIST OF THE MOST COMMONLY USED MARKINGS. ON THE STAKES, THESE MARKING WILL BE ON THE 2" SIDES, ON PAVED SURFACES, THESE MARKINGS WILL BE PAINTED. 1. "ANC" - INDICATES LOCATION OF THE EYE OF THE ANCHOR ROD. 2. "IC" - INDICATES LOCATION OF THE EYE OF THE ANCHOR ROD. 3. 4L" - INDICATES MARKINGS ON PAVEMENT (IF EXISTING) PERPENDICULAR AND IN CLOSE PROXIMITY TO THE POLE LOCATION. 4. POLE CENTER STAKING SYMBOLS - ANY ONE OF THE FOLLOWING DETERMINES LOCATION OF THE CENTER OF THE POLE. A.) "CTR. POLE" OR "POLE" MARKED ON A STAKE. B.), '[I" OR "0" WITH "POLE" IN THE CENTER, ON PAVED SURFACES OR SIDEWALK. (A NAIL & DISK WITH RIBBON MARKED "POLE" MAY ALSO BE USED.) S. "(. TRENCH" OR "(( FPL TRENCH" - INDICATES CENTER LINE ALONG WHICH A TRENCH IS TO BE DUG. 6. "TX & " OR "CTR TX PAD" - INDICATES THE LOCATION OF THE CENTER OF A, TRANSFORMER PAD, 7, "10' 0/S Q TX PAD" & "20' O/S 14, TX PAD" -- OFFSET REFERENCE STAKE 10' & 20' FROM THE CENTER OF TRANSFORMER PAD, ALONG ITS CENTER LINE PERPENDICULAR TO TRENCH. 8. "CTR HANDHOLE" - LOCATION OF CENTER OF HANDHOLE 9, "10' 0/S CE HANDHOLE" & "20' O/S fK HANDHOLE" - OFFSET REFERENCE STAKE 10' & 20' FROM THE CENTER OF THE THE HANDHOLE ALONG ITS CENTERLINE PERPENDICULAR TO TRENCH. 10. "CTR MARKER" - LOCATION OF THE CENTER THE MARKER, 11. " TO' 0/S rk MARKER" & "20' 0/S q, MARKER- - OFFSET REFERENCE STAKE 10' & 20' FROM CENTER OF MARKER PERPENDICULAR TO TRENCH. 12. " " - GRADE AT CENTER OF PAD OR HANDHOLE, A NOTATION INDICATING NUMERICALLY HOW MUCH TO CUT OR FILL MAY BE PRESENT WHERE NECESSARY, 13. " - OFFSET REFERENCE PAINT MARK ON PAVEMENT (IF EXISTING) PERPENDICULAR AND IN CLOSE PROXIMITY TO THE HAND HOLE. CAN BE USED FOR OFFSET PURPOSES. 14. 'JKR" - OFFSET REFERENCE PAINT MARK ON PAVEMENT (IF EXISTING) PERPENDICULAR AND IN CLOSE PROXIMITY TO THE MARKER. CAN BE USED FOR OFFSET PURPOSES, F P L OH & UG DISTRIBUTION SYSTEM STANDARDS / 9/04/01 UPDATED DRAWING (TITLE & TEXT) OPM JES JJM GATE: ORIGINATOR; PUG DRAWN BY: RAS 8/09/96 MPROVED: J.J, MCEVOY NO SCALE SUPERWSOR, OH UG PRODUCT . SUPPORT SE CE5 0 8/09/94 CKWGE PAGE FORMAT PUG RAS JJM NO. DATE REVISION ORIG. DRAWN APPR, D-15.0.3 STAKING INFORMA'T'ION D-15.0.3 {EXHIBIT I'A") POLE_AN2ANOHOR_ STAKING 1, AN ANCHOR STAKE LOCATION REPRESENTS THE LOCATION OF THE EYE OF THE ANCHOR ROD. 2. WOOD OR CONCRETE POLES THAT ARE TO BE SET 6' IN RIGHT—OF—WAY AND WOOD POLES THAT ARE TO BE SET 1' IN PROPERTY WILL BE POLE CENTER STAKED. POLES SHOULD ALSO BE CENTER STAKED WHEN IT 15 NOT NECESSARY TO HAVE AN EXTREMELY ACCURATE POLE SETTING. POLE LOCATION CENTER STAKED EXISTING POLE LINE I ;' 0 ( 1~ 50 -I 250'* 250'* 250't 250'+ 2SO'+- Q (---0 O O O O 0-- ®_..{ O O O0 @ ® Lx - FIGURE 1 POLES 2O—() ARE CENTER STAKED 1 WHERE MORE ACCURATE POLE SETTING IS REQUIRED, SUCH AS AT THE RIGHT—OF—WAY LINE OR THREE INCHES BACK OF THE CURB, THE POLE MAY BE FACE STAKED. A STRING PULLED BETWEEN TWO ADJACENT STAKES. MARKED AS FOLLOWS, DETERMINES THE SPECIFIIED FACE LOCATION. WHERE NECESSARY THESE MARKINGS MAY BE ABBREVIATED OR SPELLED OUT, F.F. OR FIELD FACE S.F. OR STREET FACE. A MINIMUM OF THREE POINTS SHOULD BE MARKED. TWO OF THESE MUST DETERMINE THE LINE THAT THE SPECIFIED FACE OF THE POLE WILL BE AGAINST. THE THIRD TIES THE POLE DOWN AS TO ITS LATERAL POSITION BETWEEN THE FIRST TWO. STAKES C MIN. VARIES CURB, A LINE CRITICAL DIMENSION (MAY BE "0" ZERO)._. FIGURE 2 B "A" k "B" ARE MARKED (AS IN `STAKE MARKINGS") TO INDICATE WHAT FACE OF THE POLE IS TO BE DETERMINED By THEIR LOCATION. A NAIL WILL BE DRIVEN INTO EACH HUB, HOLES WILL BE DRILLED AND MARKED ON CONCRETE, AND NAIL AND DISCS WILL BE USED ON ASPHALT TO AID IN ALIGNMENT. C" IS MARKED DLE" TO INDICATE THAT "A" 0 "B". POLE LOCATION NUMBERS ON POLE IS TO 6 E STAKE TAKEEMAYLBE MAYONG T141S IS, PERPENDICULAR TO LINE TO AID IN IDENTIFICATION. FROM F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR; PMC DRAWN BY: RAS 1 9/04/01 UPDATE DRAWING (TITLE AND TEXT) DPN JES JJN 0 B/09/96 CHANGE PAGE FORMAT PUG RAS JJN DATE: 8/09/96 APPROVED: J.J. MCEVOY NO SCALE SUPERdISOR, OH G PROOUCT NO. DATE REVISION ORIC. DRAWN APPR. SUPPORT SE CES i UN -28.0.0 CABLE IN CONDUIT (CIC) UN -28.0.0 INSTALLATION GUIDELINES DIRECTIONAL BORING THE USE OF CIC FOR DIRECTIONAL BORING APPLICATIONS SHOULD BE LIMITED TO MAINLY STRAIGHT, POINT TO POINT RUNS. MOST CONTRACTORS WILL NOT INSTALL DIRECTIONALLY BORED CIC WHERE THERE ARE MANY BENDS DUE TO THE BENDING RADIUS AND TENSIONS THE CABLE WILL ENCOUNTER. THE CABLE WILL BE REMOVED FROM THE DUCT AND PULLED UNDER SUCH CONDITIONS THEREBY LOSING ANY ADVANTAGE TO DESIGNING WITH CIC. HOWEVER, CIC WILL PROVIDE VERY GOOD LABOR SAVING ADVANTAGES WHEN EMPLOYED IN STRAIGHT LENGTH BORES. THE REEL TRAILER SHOULD BE SET UP TO PAY OUT THE CIC FROM UNDER THE REEL DRUM. (SEE FIGURE 2.) FOR TERMINATING AND CUTTING OF CIC, REFER TO INSTRUCTIONS UNDER "OPEN TRENCH". WHEN FIRST CONSIDERING THIS TYPE OF INSTALLATION, IT IS ADVISABLE TO REVIEW THE DESIGN WITH AN EXPERIENCE DESIGNER, THE CONTRACT ADMINISTRATION COORDINATOR AND THE CONTRACTOR, AS NEEDED. OPEN TRENCH MAINTAIN A UNIFORMLY FLAT OR GRADUALLY CHANGING TRENCH BY REMOVING VERY LARGE ROCKS. (SEE FIGURE 1.) POSITION THE REEL SO THAT THE CONDUIT PAYS OUT FROM BELOW THE REEL DRUM AND AS NEAR TO THE CENTER LINE OF THE TRENCH AS POSSIBLE. AVOID REVERSE BENDING AND OVER SPINNING OF THE REEL DRUM DURING PAY OUT. (SEE FIGURE 2.) DURING INSTALLATION AVOID SWAYING AND KINKING OF THE DUCT. (SEE FIGURE 3.) DEPENDING ON THE LENGTH OF THE RUN, DETERMINE WHETHER TO PAY OUT THE CIC ALONG THE TRENCH LINE OR TO SIMPLY CUT THE DESIRED LENGTH AS REQUIRED. (REFER TO TABLE 1 FOR REEL LENGTH AND OTHER DATA.) SEAL THE CIC AND, IF DESIRED, INSTALL A CABLE PULLING GRIP AT THE INSTALLING END (M&S # 593-72800-1). WHEN ENCOUNTERING OBSTRUCTIONS SUCH AS UTILITY LATERALS, FEED THE DUCT UNDER THE OBSTRUCTION. WHEN FORMING VERTICAL BENDS, FORM THE SWEEP BY BENDING THE DUCT END BEYOND THE DESIRED ANGLE AND THEN ROLLING TO THE VERTICAL POSITION. (SEE FIGURE 4.) DO NOT EXCEED MINIMUM BENDING RADIUS, (REFER TO TABLE 1.) BACKFILL UNDERNEATH BENDS FOR SUPPORT AS REQUIRED. UNDERCUT LATERAL BENDS TO ALLOW FOR A GRADUAL BEND. (SEE FIGURES.) FOR TERMINATIONS INTO A PAD OR A RISER, THERE IS NO NEED TO TRANSITION TO A PVC BEND SO LONG AS THE MINIMUM BENDING RADIUS IS NOT EXCEEDED. THIS WILL BE THE CASE IN THE MAJORITY OF INSTALLATIONS. IF THERE IS A NEED TO TRANSITION TO A 2" PVC BEND, USE THE 2" E-LOK COUPLING (M&S #164-76330-5). PVC CEMENT IS NOT REQUIRED AND WILL NOT HOLD PE DUCT ON THE CIC END. USE ONLY APPROVED DUCT AND CABLE CUTTING TOOLS. (M&S #594-40605-8 FOR DUCT.& #593-55700-1 FOR CABLE). UNWINDING CIC WILL RESULT IN THE CONDUCTOR LENGTH BEING SHORTER THAN DUCT LENGTH. ALLOW ABOUT 15' OF CONDUCTOR LENGTH SHORTAGE FOR EACH 1000' OF CIC TO BE INSTALLED, OR ROUGHLY 1.5% OF CIC UNROLLED. ALLOW FOR EXTRA CIC AT THE STARTING END AS CALCULATED. DO LIKEWISE AT TERMINATING POINTS (HANDHOLES, PADS OR RISERS). CUT THE DUCT BACK, EXPOSING THE CABLE, SO AS TO LEAVE A MINIMUM OF 3" PE DUCT ABOVE GRADE. PRIOR TO INSTALLING TERMINATIONS OR SPLICES, SLIP A 2" COLD SHRINK TUBE (M&S #163-01000-1) OVER EACH CABLE AND DUCT END. SEAL THE CIC BY UNWINDING THE TUBE AFTER ALL TERMINATIONS OR SPLICES ARE COMPLETE (SEE ILLUSTRATION BELOW). MECA UNITS ARE AVAILABLE IN SECTION 4925. FOR -ROAD CROSSINGS, INSTALL A 5" PVC DUCT PRIOR TO ROAD PAVING. PUSH THE CIC THROUGH AT THESE LOCATIONS. (SEE FIGURE 6 FOR BACKFILL RECOMMENDATIONS) CABLE ` COLD SHRINK COND IT (INSTALLED) ElwmmLozz� SCOLD SHRINK (M&5 # 163-01000-1) SUPERSEDES UN -28.0.0 LAST DATED ON 9-30-94 F P L U OH & UG DISTRIBUTION SYSTEM STANDARDS N ORIGINATOR: BLM DRAWN DY: RAS 0 g -g -g6 REVISED M&S IN 8TH PARAGRAPH AND BLM RAS JJM DATE; B-9-96 APPROVED: J.J. MCEVOY PVC DUCT SIV IN PARAGRAPH 9. NO SCALE SUPERVISOR, OHUG PRODUCT NO. DATE I REVISION ORIG. I DRAWN I APPR. SUPPORT SERVICES UN -28.0.3 I DIRECTIONAL BORING I UN -28.0.3 INSTALLATION GUIDELINES CONSTRUCTION AND INSTALLATION AFTER SET UP, THE DRILL FRAME IS ANCHORED TO THE GROUND AT A SHALLOW APPROACH ANGLE. USING FLEXIBLE STEEL BORING RODS, AVAILABLE IN VARYING WIDTHS AS REQUIRED, A STEERABLE BORING HEAD IS THEN USED TO ADVANCE THROUGH THE GROUND, LEVELING AND EXITING WHERE REQUIRED. THESE RODS ARE AT TIMES REFERRED TO AS A 'DRILL STRING". THE HEAD CONSISTS OF A JET BIT OR DOWN HOLE MUD MOTOR, THE DRILL HEAD HAS AN ANGLED FACE. WHEN ROTATED, IT ADVANCES FORWARD, WITHOUT ROTATION, IT WILL GLANCE AWAY FROM THE ANGLED FACE. COMBINING THESE TECHNIQUES, STEERING IS ACCOMPLISHED MOVING UP, DOWN, LEFT OR RIGHT. A RADIO TRANSMITTING DEVICE IN THE HEAD PROVIDES DEPTH, ROLL ANGLE AND PITCH DATA TO A RECEIVER ABOVE GROUND TO TELL THE OPERATOR WHERE THE DRILL HEAD NEEDS TO GO, AFTER THE PILOT HOLE IS CREATED, A REAMER IS ATTACHED 'TO 'THE DRILL STRING FOR PULL BACK. A SWIVEL IS THEN ATTACHED TO PREVENT THE PE DUCT FROM ROTATING. THE WORK STRING IS PULLED BACK TO THE DRILLING RIG, SIMULTANEOUSLY INSTALLING THE CONDUIT IN THE EXPANDED HOLE, FOR 6" PE DUCT INSTALLATIONS, IT IS RECOMMENDED THAT THE ENTIRE REEL LENGTH BE REMOVED AND ALLOWED TO REGAIN ITS ROUND SHAPE PRIOR TO PULL BACK. THIS TAKES ABOUT ONE HOUR IN SUNLIGHT. THIS IS NOT REQUIRED FOR SMALLER SIZES, WHERE INSTALLING 6" PE IN WATER CROSSINGS, INSTALL THE 1000 MCM AL TRXLPE 25 KV CABLE (M&S #100-29800-8). FOR PULLS, IT IS RECOMMENDED THAT A SPONGE SPREADER BE USED TO SPREAD THE LUBRICANT AHEAD OF THE CABLE WHILE USING THESE SPREADERS, CONSIDER USING ABOUT 1 GALLON OF APPROVED CABLE LUBRICANT FOR EVERY 200 FEET OF CABLE. SEE TABLE 2 FOR THE APPROVED SPREADERS AVAILABLE AS A TOOL ITEM. AFTER COMPLETION OF THE BORE AND PULL BACK, ALL SURFACE SLURRY WILL BE REMOVED FROM THE SITE BY THE CONTRACTOR. ANY SOD REPLACEMENT REQUIRED AT ACCESS PITS WILL ALSO BE DONE BY THE CONTRACTOR. AS BUILTS WILL BE PROVIDED AS REQUIRED AS WELL. CONTACT LOCAL CONTRACT ADMINISTRATION FOR MORE INFORMATION. FOR ANY ADDITIONAL QUESTIONS RELATED TO CONSTRUCTION OPERATIONS, CONTACT THE RESPONSIBLE DEO OPERATIONS SPECIALIST. SUPERSEDES UN -28.0.3 LAST REVISED ON 9-30-94 I P L (u OH & UG DISTRIBUTION SYSTEM STANDARDS N ORIGINATOR: BLM DRAWN BY: RAS 1 8/27/99 UPDATE DRAWING (NOTES) RAP JE5 JJM 1 DATE: 8/09/96 APPROVED: J.J. MCEVOY NO SCALE SUPERVISOR, OH UG PRODUCT I SUPPORT SERVICES 0 8/09/96 ORIGINAL DRAWING BLM RAS JJM NO. DATE REVISION ORIG. DRAWN I APPR. - CALL SUNSHINE 1-800.432.4770 48HOURS BEFORE YOU DIG FOR UNDERGROUND LOCI - NOTIFY FPL REP. FOR INSPECTION OF TRENCH DEPTH & PVC INSTALLATION PRIOR TO BACKFILLING TRENCH. POLE INSTALL PULL STRING (#18 TWINE) (CONC. !WOOD) �� -- IN CONDUIT, TAG &MARK ENDS FPL CONCRETE ` 3" MAX' FINAL GRADE TRANSFORMER PAD --' --_: 36" MIN. COVER 90° BEND FROM FINAL 36" RADIUS 36" MIN. GRADE TO TOP FPL 6" PVC i OF CONDUIT CONDUIT ..'/ ----_---1� ------------I-------- ---- IF REQUIRED: 40 CONDUIT BENDS AT RISER POLE TO BE ___l- ENCASED W CONCRETE WITH 12" MIN. SEPARATION FROM FPL CONDUIT TO 4-80LB. BAGS OF SAKRETE. FOREIGN UTILITY WITH FORM CONCRETE ADJACENT WELL TAMPED EARTH TO POLE AND AT SURFACE. 164-13100-7 USE 50 BEND SEGMENT TO FOREIGN UTILITY--aPASS UNDER OR OBSTRUCTION OBSTRUCTION IF REQUIRED. 12" MIN. SEPARATION OF WELL TAMPED EARTH FPL CONDUIT CROSSING UNDER A FOREIGN UTILITY NOTES: • BACK -FILL WITHIN 4" OF THE CONDUIT TO BE FREE OF MATERIAL THAT MAY DAMAGE CONDUIT SYSTEM (BOARDS, ROCKS LARGER THAN V IN DIAMETER, DEBRIS, ETC.) • IF COMPACTION OF TRENCH ROUTE IS REQUIRED FOR PAVING, ETC, BEGIN MACHINE COMPACTION 6" MINIMUM ABOVE CONDUIT. • WHERE 36" OF COVER CANNOT BE MAINTAINED, 30" OF COVER WILL BE ALLOWED WITH 3" OF CONCRETE ENCASEMENT AROUND THE CONDUIT. (N.F.S.C. RULE FOR PRIMARY VOLTAGES) MATERIAL LIST 6" PVC SCH 40 CONDUIT 20' LENGTH (BELLED END) 164-34000-5 900 BEND 48" RADIUS 164-25100-2 450 BEND 60" RADIUS 164-61500-4 50 BEND SEGMENT 164-56200-8 22.50 SWEEP 12'-6" RADIUS 164-13100-7 STRAIGHT COUPLING 164-45000-5 REPAIR SLEEVE 6" LONG 164-47540-7 END PLUG 164-53600-7 ELECTRONIC MARKER 590-61601-5 TWINE #18 1/2# ROLL 542.21800-5 GRADE ---A — ELECTRONIC 2-0 MAX. MARKER --,,,4, Acx= q> pAS-REQUIRED 'W-FND PLUG DUCT END MARKING (IF REQUIRED) z /K Z2" MINIMUM ;= j BORIZONTAL V � SEPARATION f- oR rr FORE[GP FPL UTILITY INSTALLATION OF FPL CONDUIT PARALLEL WITH - OR - IN A SHARED TRENCH WITH A FOREIGN UTILITY. FPL SUPPLIED 6" PVC CONDUIT TYPICAL CUSTOMER INSTALLATION DETAILS (PORTIONS OF UNA UN-15,CONC. & PAD DETAILS) UN -15.0.0 LOCATION OF DUCT OR CABLE ENDS UN -15.0.0 USING ELECTRONIC MARKER SYSTEM TYPICAL INSTALLATION w w w J, -`tel FALL RANGE MARKER w w w 24" (MAXIMUM i PLUG ALL DUCT ENDS AS DUCT ENDS FOR CABLE IN CONDUIT FPL EMS MARKERS M&S # DESCRIPTION 590-61601-5 FULL RANGE, "TOILET SEAT" 590-61602-3 4" DISC MARKER, HANDHOLES 590-61610-4 PEG MARKER, EXISTING HANDHOLES 59D-61600-7 4" SPHERICAL MARKER 4" SPHERICAL MARKER NOTES: 1. THE ELECTRONIC MARKER SYSTEM (EMS) IS AN ELECTRONIC ELEMENT TUNED TO A SPECIFIC FREQUENCY FOR FPL CO. 2. A TYPICAL INSTALLATION IS SHOWN ABOVE OTHERS MAY BE: A. ENDS OF CONDUIT PLACED ACROSS AREAS (PAVED, LANDSCAPED, EFC.1 IN ADVANCE OF CABLE INSTALLATION. CABLE WILL BE INSTALLED IN THE CONDUIT ON SUBSEQUENT JOB. B. TEMPORARY END OF UNDERGROUND CABLES OR CONDUITS. C. TEMPORARY END OF CUSTOMER CONDUITS THAT FPL WILL EXPOSE AND CONNECT TO. D. FEEDER CABLE OR DUCT BANK TURNING POINTS NOT EASILY LOCATED FROM ABOVE GROUND REFERENCES. E. FUTURE HANDHOLE LOCATIONS. F. AT BOTH ENDS OF A ROAD CROSSING NOT OTHERWISE INDICATED ABOVE. THEY ARE NOT GENERALLY USED FOR: A. MARKING THE ROUTE OF DUCT OR CABLE. B. MARKING THE ENDS OF SPARE CONDUITS PLACED ALONGSIDE OF EXISTING SECONDARY CABLE. 3. CARE SHOULD BE TAKEN IN REMOVAL, AS THE EMS IS A REUSABLE ITEM. 4. FULL RANGE MARKERS SHOULD BE SEF LEVELED HORIZONTALLY ABOVE CONDUIT OR CABLE TO BE MARKED. SPHERICAL MARKERS CAN BE INSTALLED IN ANY ORIENTATION. PEG MARKERS MUST BE INSTALLED VERTICALLY. 5. MARKER SHOULD BE COVERED WITH 4" OF FIRM SOIL. TO PREVENT MOVEMENT DURING BACKFILL, 6. NOTE SHOULD BE MADE ON WORK SKETCH THAT CABLE OR CONDUIT ENDS ARE TO BE MARKED WITH EMS. U N SUPERSEDES UN -15.0.0 LAST REVISED ON 1-29-92 FPL 3 11/16/03 UPDATE NOTES RJG ELS JJM OH & UG DISTRIBUTION SYSTEM STANDARDS 2 7/16/01 UPDATE DRAWING (NOTES) RAP JES JJM 1 8/26/99 UPDATE DRAWING (TEXT & CHART) RAP JES JJM ORIGINATOR; ULM DRAWN 6Y: RAS 0 8/09/96 ORIGINAL DRAWING BLM RAS JJM NO SCALE DATE: 8/09/96 APPSUPERVISOR,JOH UG PROouOT NO. DATE REVISION ORIG, DRAWN APPR. SUPPORT SERVICES U N UX -117.0.2 CONDUIT LOCATIONS FOR SINGLE UX -117.0.2 PHASE REGULAR STYLE PAD MOUNTED TRANSFORMERS 55" m (FRONT OF PAD) NOTES: 1)REFERENCE 1-62.0.0 OF THE DCS 2)PAD M&S 162-24800-4 3)ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL 4)ALL SECONDARY/CUSTOMER CONDUITS MUST FIT WITHIN THE 10"X13" AREA INDICATED. 5)ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT 6)MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD. F P L ON & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: SAIS DRAWN BY: Bill GATE: APPftOVEO: J.J. MCE40Y NO SCALE SUPERVISOR, ON UO PRODUCT N0. GATE REVISION ORIG ORA\VN APPR. SUPPORT SE YCES UX -115.0.2 CONDUIT LOCATIONS FOR OPEN WYE -OPEN UX -115.0.2 DELTA USING TWO SINGLE PRASE LOW STYLE PAD MOUNTED TRANSFORMERS z c a (FRONT OF PAD) NOTES: 1) PAD M&S 162-24600-1, 2 ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL. 3� ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT UNLESS OTHERWISE INDICATED, 4) MAINTAIN 8' CLEARANCE FROM FRONT AND 3- CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD. F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: SMS OBAWN BY: BILL DATE: MPROVCD: J.J. YGEVOY NO SCALE SUPEWSOR,OH UG PRODUCT DATE REVISION ORIO, DRAWN APPR. SUPPORT SE CES SINGLE PHASE SINGLE PHASE LOW STYLE LOW STYLE POWER LIGHTING TRANSFORMER TRANSFORMER SECONDARY CONDUIT TO LIGHTING TX SECONDARY/CUSTOMER CONDUITS 28 1/2" 28 1/2" i �ul 000 6"MAX SECONDARYI PRIMARY 9 OOOG " -4--j-- j I PRIMARY GYM �„ 3°MAX 8 3"MAX 8 rn (FRONT OF PAD) NOTES: 1) PAD M&S 162-24600-1, 2 ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL. 3� ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT UNLESS OTHERWISE INDICATED, 4) MAINTAIN 8' CLEARANCE FROM FRONT AND 3- CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD. F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: SMS OBAWN BY: BILL DATE: MPROVCD: J.J. YGEVOY NO SCALE SUPEWSOR,OH UG PRODUCT DATE REVISION ORIO, DRAWN APPR. SUPPORT SE CES CONDUIT LOCATIONS FOR 3 PHASE UX 1 14.0.1 DEAD FRONT PAD MOUNTED TRANSFORMERS UX -114.0.1 -WITH SECTIONALI�ING (CABLE THRU) UP TO 6001VA USING 2-5 DUCTS FOR PRIMARY CABLES m 38" 19 60" 13"t PRIMARY5" SEC 9" 0 0 0 13' I 74" MAX y„ (FRONT OF PAD) TERING CONDUIT REQUIRED) NOTES: 1)REFERENCEI-70.0.1 OF THE DCS 2)PAD M&S 162-24680-0 3)ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL 4)ALL SECONDARY /CUSTOMER CONDUITS MUST FIT WITHIN THE 19"X13" AREA INDICATED. WILL HOLD 8-4" CONDUITS MAX. 5)ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT 6)MAINTAIN S' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND REAR Of TRANSFORMER PAD, F P L OR & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: SMS BRAWN By-. BILL 05/29/02 UPUAW DRAWNB (NOTE 4) FAP JE$ QM OATS APPROVE(]: JJ_ MCEUDY NO S E SUPER/IWR, OH UG PRODOOT D. DAT£ HEN510N CRTC. BFAYM ARFlR SUPPORT SERJICE5 UN -18.0.0 EYE BOLT FOR LIFTING 3" BRASS PLUG NATURAL GRADE " I i INSERT FOR MOUNTIN FAULT INDICATOR IF LINE/SOURCE SIDE IS REVERSED. FEEDER SPLICE BOX M & 5# 162-24000 6" ID PVC END BELLS ALTERNATE METHOD OF CONSTRUCTION FEEDER SPLICE BOX UN -18.0.0 PLACE THE YELLOW BRASS PLUG OVER THE FAULT INDICATOR. THIS WILL INDICATE THE LOCATION OF THE FAULT CURRENT INDICATOR. IN THE FUTURE IF TROUBLE SHOOTING SHOULD BE NECESSARY, THE FAULT INDICATOR WILL BE READILY IDENTIFIED. 1" DIA HOLE FOR ALTERNATE LIDS GROUND ROD LOC 3" BRASS PLUG(YELLOW) / SEE NOTE 4 ////. 1EN THE EYE BOLT )T IN USE, PLACE ;ASS PLUG IN POS FAULT INDICATOR, H MOUNTING BRACKET 3-29700-9 TALL ON LINE/SOURCE E OF SPLICE. DETAIL A _ 6" ID PVC END BELL5 \4UPERI BOXONS / 3 STEP RACK WITH 8" STEP TYPE I GROUNDING AND 2-4" INSULATORS INSTALL COPPERWELD GROUND ROD SEE G-17.0.0 FOR GROUNDING SPLICES. TYPICAL WALL SECTION TWO STRANDS OF l 6 COPPER CONCENTRIC NEUTRAL 3/8" CAP SCREW \' ILATOR 161-47900-2 PER \ AQUA SEAL \ ---SOURCE FAULT INDICATOR TO SYSTEM NEUTRAL JACKET TAPE OVER AQUA SEAL 1/991 UPDATE DRAWING (NOTES & TEXT) I RAP I JES I JJM FAULT INDICATOR 163-29700-9 COMES INSTALLED) � cp 2 HOLE ANGLE 1/2" CAP SCREW 161-41000-2 161-48600-9 3/8" LOCK WASHER a 161-52400-8 3/8" FLAT WASHER 145-35900-6 DETAIL A MOUNTING BRACKET FOR FAULT INDICATOR in F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: RJO DRAWN BY: M.R- 016/30/93) ORIGINAL DRAWING I RJO M.R. RJS DATE: 6/30/93 APPROVED: R.J. SALESKY NO SCALE DIRECTOR, DISTRIBUTION ENGINEERING JO. DATE REVISION I ORIG. DRAWN APPR. AND OPERATIONS SERVICES U N G BRASS PLUG _NA FOR EYE BOLT BI 0 0 0 Wil —3 1& INS SEI Aa= ////. 1EN THE EYE BOLT )T IN USE, PLACE ;ASS PLUG IN POS FAULT INDICATOR, H MOUNTING BRACKET 3-29700-9 TALL ON LINE/SOURCE E OF SPLICE. DETAIL A _ 6" ID PVC END BELL5 \4UPERI BOXONS / 3 STEP RACK WITH 8" STEP TYPE I GROUNDING AND 2-4" INSULATORS INSTALL COPPERWELD GROUND ROD SEE G-17.0.0 FOR GROUNDING SPLICES. TYPICAL WALL SECTION TWO STRANDS OF l 6 COPPER CONCENTRIC NEUTRAL 3/8" CAP SCREW \' ILATOR 161-47900-2 PER \ AQUA SEAL \ ---SOURCE FAULT INDICATOR TO SYSTEM NEUTRAL JACKET TAPE OVER AQUA SEAL 1/991 UPDATE DRAWING (NOTES & TEXT) I RAP I JES I JJM FAULT INDICATOR 163-29700-9 COMES INSTALLED) � cp 2 HOLE ANGLE 1/2" CAP SCREW 161-41000-2 161-48600-9 3/8" LOCK WASHER a 161-52400-8 3/8" FLAT WASHER 145-35900-6 DETAIL A MOUNTING BRACKET FOR FAULT INDICATOR in F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: RJO DRAWN BY: M.R- 016/30/93) ORIGINAL DRAWING I RJO M.R. RJS DATE: 6/30/93 APPROVED: R.J. SALESKY NO SCALE DIRECTOR, DISTRIBUTION ENGINEERING JO. DATE REVISION I ORIG. DRAWN APPR. AND OPERATIONS SERVICES U N UN -19.0.0 MULTITAPS NOTE; KNOCKOUTS WILL ACCOMMODATE 5' PVC 2 KNOCKOUTS EACH SIDE HANDHOLE (30`X48"X36"") FOR CONNECTING 2 TO 5 SERVIC AND 1/0 PRIMARY SPLICE BOX OPTIONAL EMS DISK MARKER, ,—OPTIONAL #590-61602-3 �.Oj�] - i SEE NOTE 10 vo'/n \\ HANDHOLE ELEVATION SECONDARY HANDHOLE USED FOR SECONDARY SERVICE UN -19.0.0 `lZ� oo SERVICE SERVICE FUSE HOLDER, FUSE & SEAL FOR STREET LIGHT CIRCUIT, IF HpT �,G REQUIRED (DCS H-7.0.1) �eG Y.OA FOR EASE OF INSTALLATIONS TRAIN THE CABLES ABOVE GRADE, INSTALL THE MULTITAP CONNECTORS, THEN INSTALL INSIDE HANDHOLE LIFTING EYE NOTE: FOR SPLICE DETAILS SEE DCS UE -19.1.1 & UE -19,1.2 Lr� HANDHOLE ELEVATION HANDHOLE USED AS A 1/0 PRIMARY SPLICE BOX EXAMPLE: FOR 750 SEAL r"LE C BEST HERE o n TAPERED INSIDE MULTITAP CONNECTOR M&S 163-01750--2 FLOOD SEAL SUPERSEDES UN -19.0.0 LAST REVISED ON 9-30-94 FPL RJO ELS JJM OH & UG DISTRIBUTION SYSTEM STANDARDS RAP JES JJM ORIGINATOR: SMS DRAWN 6Y: SMS RAP JES JJM DATE; 9/30/94 APPROVED: J,J. MCEVOY NO SCALE SMS RAS JJM SUPERVISOR, OH UG PRODUCT ORIG, DRAWN APPR. SUPPORT SERVICES CONNECTION DIAGRAM (EXPANDED) ON SLING L) HANDHOLE MAY BE LIFTED WITH OR WITHOUT COVER IN PLACE NOTES: 1. MAXIMUM 1 SECONDARY CONDUIT WITH 2 TO 5 SERVICES, 2. MAXIMUM 3 SPLICES. 3, PROVIDE GROUNDING FOR ANY RUN GREATER THAN 950 FT. 4, 6 -PORT MULTTfAP CONNECTOR M & S 163-01750--2 WILL ACCOMMODATE CABLE .FROM 1/0 TO 750 MCM, COPPER OR ALUMINUM. 5. WEIGHT: COVER = 725 LBS. BODY = 175 LBS. 6. LIFTING: (C(OVER MAY BE LIFTED WITH THE HANDHOLE LID LIFTER 7. dOMPLLTOOL M&S 02-1 RANDHOLE, 'INCLUDES COVER M&S #162-12100-4 B. REPLACEMENT COVER M&S #162-12101-2 9. HANDHOLE IS RATED FOR OCCASIONAL VEHICULAR TRAFFIC (10,400 LBS,) AND IS ,NOT TO BE PUT IN ANY STREETS, PARKING LOTS, OR COMMERCIAL DRIVEWAYS. 10. FOR DRIVEWAY LOADING HANDHOLE 32"X50"X36" DEEP, USE M&S #162-12269-2, (UX -202.0.0) 4 11/18/09 UPDATE NOTES 3 7/16/01 UPDATE DRAWING (NOTES) 2 9/27/99 UPDATE DRAWING (NOTES) 1 8/09/96 ADDED FMS & NOTES 9„ 10, & 11 NO. DATE REVISION U N UX -202.0.01 PRECAST HANDHOLE (32"X 50" X 36") IUX-202.0.0 DRIVEWAY LOADING DESIGN M&S 1.62-122-892 1"0 COUNTER SINK HOLE FOR 1/2" TAPERED BOLT (ONE ON EACH SIDE) h . i 43" 5-1/2" 32" NOTCH FOR COVER � 5/8"0 INSERT FOR COVER BOLT 5-1/2" s� 2 j'. ,.. NOTCH DETAIL 14"X12"X3-1/4" RO EACH END 61" TRANSVERSE SECTION REINFORCEMENT SCHEDULE .MARK SIZE LENGTH OTy DE ALL 301 NO.3 2'-6" 14 STRAIGHT 302 NO.3 1'-5" 2 STRAIGHT 401 NO.4 3'-2" 6 STRAIGHT 402 NO.4 5'-0" 8 11" 38" NOTES: 1. CONCRETE COMPRESSION STRENGTH 5000 PSI. 2. REINFORCEMENT ASTM A-615 (GRADE 60). 3, WHEEL LOADING 16,000 LBS, H2O VEHICLE LOADING (FULL TRAFFIC LOADING). NO. i DATE I REVISION LONGITUDINAL SECTION WEIGHT: 2,663 POUNDS CU. FT. - 18 CU. YDS. - .66 F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: SMS DRAWN BY; E. SCHIWNG )ATE: APPROVED: J -d McEVOY NO SCALE C-46.0.0 TYPICAL INSTALLATION OF 25KV S&C VISTA C-46.0.0 THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS TYPICAL BUSHING POSITION ON VISTA SWITCH MODEL 422 SHOWN F=FEEDER L=LATERAL TANK BOLT DOWN (4X) M 2-6" FEEDER CONDUIT L 22-1/2 DEGREE SWEEP PREFERRED LOCATION SEE NOTE 16 GROUND ROD -/ PREFERRED LOCATION PAD BOLT SEE NOTE SEE NOTE 6 -- TO NEUTRAL BOND ---- #4/0 CU M&S #112-336-000 0 2-6" FEEDER CONDUIT 22-1/2 DEGREE SWEEP INSTALL DUCT SEAL PER UN -29.0.0 SEE NOTE 3 ,,.... 1 111/14/121 LOOP CABLE IDENTIFICATION O. 1 DATE I REVISION LOOP CABLES 1/2-13 NO INSERT W/ LIFTING EYEBOLT (4X) ------- - ----------- 34-1/2" �U� J L PAD/EXTENSION BOLTI SEE NOTE DOWN (17) _ I 14 L4 L3 L3 L311 F2 F2 F2 F7 F7 F7 FEEDER FEEDER CABLES CABLES FROM F2 FROM Fl 23-1/2" BRACKET CABLES BOLT DOWN NOTE 17 M 6-2" LOOP CONODU� 45 DEGREE BEND- SECTION A -A: FRONT VIEW OF PAD AND CHAMBER CABLE TERMINATIONS SWITCH SIDE T P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A. PANTOURIS DRAWN BY: E. SCHILLING JGV ELS WM DATE: 5/29/09 APPROVED: ARI LIMA NO SCALE -2!L . LEAD SUPERVISOR, UC SERVICES C®46.0.4I TYPICAL INSTALLATION OF 25KV S&C VISTA THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS C�r�le�! MATERIAL LIST ITEM DESCRIPTION_ QUANTITY M&S NUMBER WMS CU 1 VISTA 422 (4 "WAYS', 2 --THREE PHASE FEEDER GANG SWITCHES AND TWO -THREE PHASE, INDIVIDUALLY PROTECTED LOAD TAPS, WITH A STAINLESS STEEL ENCLOSURE 1 279-209-050 SW -VISTA -422 -PAD VISTA 431 (4 "WAYS', 3 -THREE PHASE FEEDER GANG SWITCHES AND ONE -THREE PHASE, INDIVIDUALLY PROTECTED LOAD TAPS, WITH A STAINLESS STEEL ENCLOSURE 279-211-050 _ SW -VISTA -431 -PAD 2 PAD AND CHAMBER FOR PM DF VISTA SWITCH (77"X 79"X 40" DEEP) 1 162-690-790 PD -SW -W CC --VISTA / 3 600 AMP T -BODY ELBOWS (25KV) VARIES 163-639-007 TM-PDF-600-iK 4 200 AMP BUSHINGS (25KV) VARIES 163-864-001 SW-PD-BSH 5 200 AMP LOAD13REAK ELBOWS (25KV) VARIES 163-502-001 TM -PDF -1/0 6 PROTECTIVE CAP (15KV ONLY) VARIES 163-022-000 TM -PDF -GC 7 ELBOW SURGE ARRESTERS (25KV ONLY) VARIES 334-015--005 TM -PDF -LA 8 GROUND ROD CONNECTOR, CLAMP TYPE 1 120-036-106 DG -CLP -5/8' 9 GROUND RODS, AS NEEDED VARIES 130-614-005 DG-PKG-5/8 10 GROUND ROD COUPLINGS VARIES 130-405-104 DG -C-5/8 11 _ #4 COPPER WIRE, SDB 6 112-309-000 12 _ #4/0 CU CABLE, 600V _ 27 110-101-169 SW -PMD -GC 13 _ _ #4/O CABLE CONNECTORS 6 120-871-005 (Qty - 1) 14 COPPER TO COPPER BOLTED CONNECTORS 22 102-800-002 15 _ _ STANDARD LOCKS 2 546-246-011 _ SW -PMD -LOCK 16 CABLE MOUNTING BRACKET, STAINLESS 12 160-310-000 SW -VISTA -MT -HOW 17 BOLTS, SS, 1/2"X 1-1/2" FOR CABLE BRACKET 140-515-557 18 SPRING NUTS SS, FOR 1/2" BOLT FOR CABLE BRACKET 161-463-000 19 LOCK WASHER 1/2", FOR CABLE BRACKET 145-294-010 20 800 AMP FAULT INDICATOR _ VARIES 163-297-009 P-CL-FCI-800 21 ROTATABLE FEEDTHRU DEVICE, 2GOAMP, 25KV 6 163-250-002 SW -VISTA -422 -PAD 3 163-250-002 SW -VISTA -431 -PAD NOTES: 1. THE INTERRUPTERS MUST BE PRE-SET BY THE ERC PRIOR TO BEING ISSUED TO THE JOB. CALL 863-4921 OR 863--4900 TO MAKE ARRANGEMENTS, 2, THE PAD MOUNTED VISTA SWITCH MAY BE INSTALLED IN AREAS SUBJECT TO FLOODING. 3. SEAL THE INCOMING DUCTS PER UN -29.0.0. 4. THE SWITCH AND ITS ENCLOSURE MUST BE BOLTED TO THE PAD. 5. REFER TO DCS UH -41.0.1 FOR PROPER INSTALLATION OF 600 AMP T -BODY ELBOWS. 6. BOTH THE FEEDER CABLES AND LOOP SIDE CABLES ARE TO BE RACKED THROUGH THE CABLE SUPPORT BRACKETS INSTALLED ON THE UNISTRUT IN THE CABLE CHAMBER, 7. CABLES MUST NOT BE IN CONTACT WITH THE CABLE CHAMBER OR PAD TOP. B. ALLOW SUFFICIENT LENGTH OF CONCENTRIC NEUTRAL TO REACH GROUNDING BARS AND PERMIT THE FREE MOVEMENT OF THE ELBOWS. 9. MAKE CERTAIN OF CABLES LOCATIONS BEFORE DRIVING GROUND RODS. 10. APPLY CAULKING COMPOUND TO THE SEAM BETWEEN THE ENCLOSURE AND THE PAD TOP. 11. DUST CAPS USED FOR COVERING BUSHINGS AND BUSHING WELLS DURING SHIPMENT MUST BE REMOVED PRIOR TO ENERGIZING THE SWITCH. 12, UNUSED LOAD TAPS MUST HAVE BUSHINGS AND PROTECTIVE CAPS INSTALLED, 13. UNUSED FEEDER POSITIONS MUST HAVE 600 AMP PROTECTIVE CAPS INSTALLED (M&S #163-645-007). 14. AFTER THE SWITCH ENCLOSURE HAS BEEN INSTALLED. THE LIFTING BRACKETS MUST BE REMOVED AND STORED INSIDE THE ENCLOSURE FOR FUTURE USE, 15. ENSURE THAT THE WARNING LABEL (M&S #548-560-104) IS INSTALLED ON BOTH THE CABLE COMPARTMENT AND THE OPERATOR SIDES OF THE ENCLOSURE. 16, INSTALL FEEDER CONDUITS AS SHOWN IN C-46.0.0 AND C-46.0.2 ON LEFT AND/OR REAR SIDE OF CABLE CHAMBER TO ALLOW FOR BENDING RADIUS OF CABLE. 17. BOLTS FOR SECURING PAD TO CHAMBER ARE INCLUDED FROM VENDOR. THERE ARE 4 BOLTING LOCATIONS AS SHOWN ON DRAWINGS, 18, INSTALL 800 AMP 30 FAULT INDICATORS ON EACH SET OF FEEDER CABLES, SEE UV -14.0.0, UV -14.0.1, & UV -14.0.2. 19, FOR PAD MOUNTED APPLICATIONS, THE BASE BRACKETS ("FEET"). "N" AS SHOWN IN C-46.0.1 ARE REQUIRED. 20. THE BASE BRACKETS ARE NOT REQUIRED FOR BELOW GRADE ("UNDER -COVER") APPLICATIONS, BUT SHOULD BE KEPT WITH THE SWITCH IN THE POSSIBLE EVENT OF FUTURE RE -USE IN A PAD MOUNTED APPLICATION. 21. INSTALL ROTATABLE FEED-THRU DEVICE ON THE LOAD SIDE OF THE VISTA SWITCH (M&S #163-250-002) FPL OH & UG DISTRIBUTION SYSTEM STANDARDS UPDATE NOTES 16 AND 19 ADD I I I ORIGINATOR: A. PANTOURIS DRAWN BY: E. SCHILLING '14/1 d NOTE 21 AND ITEM 21 JGV ELS WM 12/10 I UPDATE ITEM 16 1 GAP ELS BXN DATE:9/I/s APPROVED: ARI LIMA NO SCALE DATE REVISION ORIG. DRAWN APPR. I LEAD SUPERVISOR, UG SERVICES APPLICANT-INSTALLED FACILITIES AGREEMENT FOR UNDERGROUND CONVERSIONS (WR # 5686943) This Agreement, made and entered into this day of , 2016, by and between BOARD OF COMMISSIONERS F O R COLLIER COUNTY (the “Applicant"), a Florida Municipal Corporation or county with an address 3299 Tamiami Trail , East , Naples, Florida 34112 and FLORIDA POWER & LIGHT COMPANY ("FPL"), a Florida corporation organized under the laws of the State of Florida, with an address of P.O. Box 14000, 700 Universe Boulevard, Juno Beach, FL 33408-0429. WITNESSETH: WHEREAS, the Applicant has executed the appropriate underground facilities conversion agreement ("Conversion Agreement") with FPL to convert certain overhead electric distribution facilities (collectively the "Existing Overhead Facilities") to underground distribution facilities (collectively the "Underground Facilities"), as described in the aforementioned Conversion Agreement (hereinafter the "Conversion"); WHEREAS, the Applicant desires to perform itself, or through its Contractors, certain Work as such term is described in Exhibit A associated with the Conversion; WHEREAS, FPL is willing, subject to all the te1ms and conditions set forth below in this Agreement, to allow the Applicant to perform the Work based on Applicant's assurance that such Work will be in accordance with FPL' s designs, instructions, standards and specifications, and such Work will not adversely impact FPL or its electric customers; NOW, THEREFORE, in recognition of the foregoing premises, and in consideration of the covenants and promises set forth herein below, FPL and Applicant do hereby agree as follows: 1. Compliance with Tariff. Applicant shall comply with and abide by the requirements, terms, and conditions of this Agreement, the Conversion Agreement, and FPL's electric tariff (the Tariff). 2. Conditions for Work to be performed . Applicant shall, at its own cost and expense, perform or cause to be performed, all Work, as described in Exhibit A, in accordance with the terms and conditions of this Agreement and the standards and specifications shown in Exhibit B. The Applicant shall provide all survey and staking to ensure that all Underground Facilities are installed as shown in the Conversion Agreement and provide As-Built prints to FPL within two (2) weeks of installation, signed and certified by a Florida registered surveyor along with a FPL "Redline" document. 3. Commencement of Work. Applicant shall perform the Work, or any portion of the Work, only upon receipt of a notice to proceed containing the approved drawings, specifications and instructions from FPL ("Notice to proceed"). After receipt of the Notice to Proceed, Page 1 of 7 Page 2 of 7 (Rev. 10/23/06) Applicant shall provide written notice of intent to commence work to FPL at least five (5) days prior to commencement of such Work. Applicant shall not perform any excavation work without first notifying Sunshine State One Call for identification and marking of existing underground utilities and complying with the excavation requirements set forth in Florida Statute Chapter 556. 4. Materials. All Materials are to be supplied by FPL and shall be picked up by Applicant at the following address at a mutually agreed upon time, typically with 5 business days minimum notice, but no more than 15 business days notice, unless mutually agreed upon. Alternatively, FPL will, at Applicant's expense, have the material delivered to a mutually agreed upon location. Applicant assumes liability for any materials lost, stolen or damaged once these materials are picked up by, or delivered to, the Applicant. 5. Contractors. Applicant may enter into a contract with a contractor for the performance of the Work, or any portion thereof, provided that the contractor has been approved by FPL in writing prior to execution of such contract. Applicant shall not make any substitution of any contractor for the performance of Work unless the substitution is approved by FPL in writing. The Applicant's contractor(s) shall perform ALL work as outlined within Exhibit a & Exhibit B. No contract or purchase order between Applicant and its contractor(s) shall bind or purport to bind FPL, but each contractor entering into a contract with Applicant with respect to the Work shall name FPL as an intended third-party beneficiary and include a provision permitting its assignment to FPL upon FPL's written request, following default by Applicant or te1mination or expiration of this Agreement. Applicant shall provide FPL with written certification from each of its contractors performing Work that all warranties, guarantees and obligations of such contractors are equivalent or better than those granted by such contractor to FPL for similar work and shall require that each such contractor name FPL as an intended third party beneficiary of such warranties, guarantees and obligations with the same rights of enforcement as Applicant. Applicant shall assign all representations, warranties, guaranties, and obligations of all contractors at the request and direction of FPL, and without recourse to Applicant, to FPL upon default by Applicant or termination or expiration of this Agreement; provided, however, that, notwithstanding such assignment, Applicant shall be entitled to enforce each such representation, warranty, guaranty, and obligation so long as Applicant has any liability under this Agreement. Applicant hereby assigns to FPL, effective as of the termination or expiration of this Agreement, all representations, warranties, guaranties and obligations of all Contractors. 6. Right of Entry. FPL reserves the right, together with its agents or designees to enter the Jobsite as it may elect for the purpose of inspecting the Work, or constructing or installing such collateral work as it may desire, or testing, boring or surveying, or any other purpose. 7. Inspection and Correction of Deficiencies. Page 3 of 7 (Rev. 10/23/06) 7.1. All Work shall be properly inspected and tested, if appropriate, by Applicant and shall at all times be subject to additional inspection by FPL and its designee(s). 7.2. Neither the failure to make such inspection, nor the failure to discover defective workmanship, materials, or equipment, nor approval of or payment to Applicant for such Work shall prejudice the rights of FPL thereafter to c01Tect or reject the same. 7.3. Applicant shall correct any deficiencies found with the Work, including but not limited to discrepancies that are inconsistent with FPL' s design, instructions, standards or specifications within te n (10) business days. If Applicant does not adequately rectify the identified deficiencies in the required timeframe, FPL may, at its sole discretion, perform, or have performed by its contractor the required repairs and Applicant shall pay FPL for any costs incurred. These requirements apply whether the discovery of deficiencies occurs while Applicant is performing its Work or while FPL, or its contractor, is performing its portion of the work. 7.4. If any Work or part thereof is covered over contrary to the requirements of this Agreement or the written request of FPL, it must, if required by FPL, be uncovered for observation and inspection and covered again at Applicant's sole expense. 7.5. If any Work that FPL has not specifically requested to observe and inspect prior to being covered has been covered, FPL may request to see such Work or part thereof and it shall be uncovered by Applicant. If such Work or part thereof is found to be in accordance with this Agreement, the cost of uncovering and covering again shall be paid by FPL. If such Work or part thereof fails to meet the requirements of this Agreement, Applicant shall pay all costs of uncovering, correcting, and covering again 7.6. Applicant shall pay FPL for all time spent reviewing and inspecting Applicant's Work. 7.7. No electric customers shall be connected to the Underground Facilities prior to all deficiencies being rectified. 8. Indemnity I Liability of Applicant. 8.1. Applicant shall protect, defend, indemnify and hold FPL free and unharmed from and against any liabilities whatsoever resulting from or in connection with this Agreement, the Conversion or in connection with the performance of the Work by the Applicant, its employees, Contractors or Contractor employees, whether or not such liabilities are due to or caused in whole or in part by negligence of FPL; including but not limited to payment disputes between contractor and Applicant. 8.2. Applicant shall assume full responsibility for all damages and all restoration arising in connection with the Work. 9. Design Work FPL shall provide all design, instruction, standards and specifications necessary to perform the Conversion. 10. Completion of Work and Ownership. Applicant shall complete the Work by , 2018 and notify FPL when said Work is complete. Upon FPL's final written approval of the completion of the Work ("Acceptance"), Applicant acknowledges that all rights, title and interest, free and clear of all liens, in and to the Work shall vest in FPL. If requested by FPL, Applicant shall provide FPL, in a form acceptable to FPL, an affidavit of Applicant certifying payment of all indebtedness to all Contractors and a written release of liens from Applicant and each Contractor. 11. No Liability by FPL . FPL assumes no liability due to any damage, misunderstanding of installation drawings or specifications, or any actions due to Applicant or its Contractor. 12. Suspension for Cause; 12.1. FPL may at its sole discretion, by Notice, temporarily suspend the Work, or any portion thereof, under this Agreement when the performance by Applicant or its contractor is unsatisfactory by FPL to obtain the results required by this Agreement. 12.2. The methods by which Applicant performs its Work are entirely the responsibility of Applicant. FPL's right to suspend Work is intended solely to verify that the Work being performed by Applicant and its Contractor conforms to the design, instruction, standards and specifications and shall not obligate FPL to review the efficiency, adequacy or safety of Applicant's or its Contractors methods or means of operation or construction. 12.3. Any additional costs incurred by Applicant resulting from such suspension shall be borne solely by Applicant if suspension is a result of applicant’s failure to perform to FPL’s standards. 12.4. When an Applicant Immediately corrects an unsatisfactory condition FPL shall authorize resumption of the Work . Applicant's failure to immediately effect correction of the unsatisfactory conditions shall be cause for termination of this Agreement. 13. Termination for Cause: 13.1. FPL may, upon Notice to Applicant, and without prejudice to any remedy available to FPL under law, in equity or under this Agreement, terminate the whole or any part of this Agreement for cause and take possession of the Work without termination charge, penalty or obligation in the event Applicant fails to perform a material obligation under this Agreement and fails to cure such material obligation default within a reasonable pe1iod of time, but in no event more than ten (10) Page 4 of 7 Page 5 of 7 (Rev. 10/23/06) business days, after Notice from FPL specifying the nature of such default (any such termination referred to as a "Termination for Cause"). 13.2. In the event of Termination for Cause by FPL, Applicant shall: a. Unless instructed othe1wise in the Notice, immediately stop all Work hereunder; b. Issue no further contracts except with the prior written consent of FPL; c. Assign to FPL, to the extent requested by FPL, all rights of Applicant under contracts outstanding; d. Terminate, to the extent requested by FPL, outstanding contracts; e. Fully cooperate and refrain from hindering or interfering in any manner with any other persons or parties currently or prospectively performing the Work; and f. Take any other action toward tem1ination, or toward preservation of the Work, that FPL may direct. 13.3. Upon a Termination for Cause, all obligations of FPL hereunder shall terminate effective immediately. Upon such Termination for Cause, FPL may either rework or take over the terminated Work and proceed to provide such materials, supplies, equipment and labor of both FPL and FPL contractors, as may be reasonably necessary to complete said Work. FPL may have any partially fabricated portion of the Work removed from Applicant's or contractor's facilities upon Notice to Applicant. Applicant shall be liable for any increase of FPL's costs, including rework costs, incurred by FPL as a result of FPL's termination of the contract for cause. 13.4. In the event of Termination for Cause, FPL shall have no liability to Applicant for costs incurred by Applicant as a result of such termination. 14. Termination Prior to Construction. Applicant may terminate this Agreement at any time prior to the start of construction. If Applicant elects to still complete the Conversion, then the Contribution-In-Aid-of-Construction (CIAC) amount provided in the Conversion Agreement shall be revised accordingly. The revised Conversion Agreement must be executed and any additional CIAC due received by FPL prior to the start of construction. 15. Assignment. This Agreement is not assignable. 16. Applicant’s Payments to FPL. Any monies that are owed by Applicant to FPL under this Agreement shall be paid to FPL within thirty (30) days of FPL producing an invoice. Page 6 of 7 (Rev. 10/23/06) 17. Notice. As used herein, the term "Notice" shall mean any formal written correspondence providing notice of action, purpose, intent or the like given under the provisions of this Agreement. Unless otherwise provided in this Agreement, Notice shall be delivered in person, by courier or by certified mail and shall be effective when received. General correspondence is not categorized as Notice. Page 7 of 7 (Rev. 10123/06) IN WITNESS WHEREOF, FPL and Applicant have executed this Agreement for the provision of Applicant-Installed facilities to be effective as of the date first above written. For BOARD OF COMMISSIONERS FOR COLLIER COUNTY: By:_ _ _ _ (signature) Name:------------------------------------------------------------------ (print or type) Title: (print or type) By:_ _ _ (signature) Name: (print or type) Title (print or type) / Approved as to Terms and Conditions : _ _ (signature/title) Approved as to Form and Legal Sufficiency: (signature/title) For FLORIDA POWER & LIGHT COMPANY : By : _ _ (signature) Name:------------------------------------------------------------------ (print or type) Title: (print or type) Exhibit A WR # 5686943 Work to be performed: Applicant shall: • Install all conduit and concrete products based on the attached specifications and in the locations as indicated on the attached drawings. • Install cable, transformers and switch pads including the primary and secondary cable terminations and connections. FPL will be responsible for energizing the new underground circuit(s) to the existing FPL electrical system. Exhibit B WR # 5686943 Standards and Specifications 1 VANDERBILT BEACH BEAUTIFICATION MUNICIPAL SERVICE TAXING UNIT (MSTU) ADVISORY COMMITTEE BY LAWS ARTICLE I Name The name of this Advisory body shall be the Vanderbilt Beach Beautification Municipal Service Taxing Unit (MSTU) Advisory Committee ARTICLE II Jurisdiction The Advisory Committee shall function as an advisory body to the Board of County Commissioners (BCC) and is governed under Ordinances 96-84 as amended. The Committee will make recommendations to the BCC in matters related to Beautification Projects in the Vanderbilt Beach MSTU area, pr eparation of bid documents, management of contracts, and managing the annual budget. The BCC shall have the final authority over the actions of the MSTU. ARTICLE III Officers and their Duties Section 1. The officers shall consist of a Chair and Vice-Chair. Section 2. The Chair shall preside at the meetings and shall have the duties normally conferred by parliamentary usage of such officers. Section 3. The Chair may call special meetings, appoint subcommittees, and act as a liaison with government bodies and other related committees. Section 4. The Chair shall have the privilege of discussing all matters before the Committee and shall have the same voting rights as all Committee members. Section 5. The Vice-Chair during the absence of the Chair or the Chair’s inability to serve, exercise all of the duties and powers of the Chair. Section 6. The full Committee may participate in the election process and vote. Section 7. The Advisory Committee shall adopt procedures by which it shall operate. ARTICLE VI Election of Officers Sections 1. Nomination of Chair and Vice-Chair shall be made from the floor at the annual organization meeting in February of each year, and the election shall be held immediately thereafter. 2 Section 2. A candidate receiving the majority vote shall be declared elected and shall serve a term of one (1) year, or until a successor shall take office. An Officer is eligibility for reelection if the term of the Advisory Committee is extended. Section 3. Vacancies in the position of Chair and Vice-Chair shall be filled immediately by regular elections procedures. Section 4. The Chair of Vice-Chair may be removed by a super majority of the Committee with or without cause. ARTICLE V Committee Structure and Meeting Requirements Section 1. The Vanderbilt Beach Beautification MSTU Advisory Committee shall consist of five (5) members. Section 2. Committee Appointments - Appointment of members to the Advisory Committee shall be by resolution of the BCC, which resolution shall set forth a date of appointment. Each appointment shall be for a term of three years. Appointments to fill any vacancies on the Advisory Board shall be for the remainder of the unexpired term. Section 3. Regular Meetings – Regular meetings of the Advisory Committee shall be held on the first Thursday monthly at the Claussen Family Center of St John’s Church, 625 111th Ave, Naples, FL 34108. The meetings will begin at 2:00 p.m. If a regular meeting is required to be held at a time and location other than what is specified herein, notice will be provided at least 72 hours prior to the meeting and posted on the County website. Section 4. Special Meetings – Special meetings of the Advisory Committee may be convened by the Chair upon giving notice thereof. Section 5. Notices – Notices of an Advisory Committee meeting shall be given to all members and to the Public at least seventy-two (72) hours in advance of the meeting. At any meeting, the Committee may set a future meeting date. Staff may provide notices and agendas to members at least seventy-two (72) hours prior to meetings. Section 6. Attendance – Members may notify the Staff Liaison if they cannot attend a meeting. If a member misses two (2) successive Committee meetings without a satisfactory excuse, he/she may forfeit his/her appointment. Attendance is preferred in person but may occur telephonically provided that (1) there is a quorum of the Committee members physically present; and (2) the members who are present both authorize the participation by telephone and find that the absence was due to “extraordinary circumstances.” Once approved to participate, the absent member can conduct themselves in the same manner as if they were present, including making motions and voting on items. 3 Section 7. Quorum – A quorum of the Advisory Committee shall consist of three (3) members and an affirmative vote of a majority of those present and voting shall be necessary to pass any motion. In the absence of a quorum, those members present may review the agenda items and make recommendations that may be reviewed for approval by the Advisory Committee at its next meeting where there is a quorum present. Section 8. Voting – Voting shall be by voice vote, or show of hands, if necessary, and may be recorded by individual (or group). Section 9. Meetings - All meetings shall be open to the public to encourage public awareness and participation. Section 10. Minutes - Minutes shall be taken at all Advisory Committee meetings. Voice recording of meetings is acceptable. A written record of meetings, resolutions, findings and determinations shall be kept for the Advisory Committee. Section 11. Documents - The Public Transportation and Neighborhood Enhancement staff shall assist with preparation, duplication, and distribution of materials necessary for meetings. Copies of all Advisory Committee minutes, resolutions, reports and exhibits shall be submitted to the Clerk’s Office and posted on the County Website for public viewing. Section 12. Except as otherwise provided in these Bylaws, Roberts Rules of Order shall be followed at all meetings. Section 13. Agendas – Agendas are set by the Chair with coordination with the Staff Liaison. Members may send agenda items request to the Staff Liaison prior to the publishing of the Agenda. Otherwise, the agenda may be change at the meeting prior to approval of the Agenda. ARTICLE VI Order of Business I Call to Order II Roll Call III Approval of Agenda IV Approval of Minutes V Budget Report VI Project Manager Report VII Other Report(s) VIII Old Business IX New Business X Public Comments on items NOT on the Agenda XI Members Comments XII Adjourn 4 Next Meeting Date ARTICLE VII Public Participation All Vanderbilt Beach Beautification MSTU Advisory Committee meetings will be public meetings as required by Florida Statutes. Participation by the Public is encouraged and, in an effort to be fair to all wishing to participate, the following rules shall apply when receiving public comment. Section 1. Public Comment on Items on the Agenda - During each portion of the agenda the Chair may open up the meeting for public comments. a. The Chair shall declare when the floor will be open to public comments. b. The Chair shall declare when the public comments period for the Agenda item is closed for public comments. Once the item is closed for public comment there shall be no further comment from the floor. c. All persons wishing to speak on an Agenda item must register with the Staff liaison prior to the presentation of the Agenda item by completing a speaker’s slip. d. Each public participant must identify themselves by name and address. e. All registered speakers will receive up to three (3) minutes to speak unless the time is adjusted be the Chair. f. There will no sharing of minutes among those present in an effort to extend the time permitted to speak. g. Once a participant has been afforded the opportunity to speak he/she may not speak again unless requested by the Chair. Sections 2. Public Comment on Items NOT on the Agenda – A Public Comments section will be included in each agenda. During this portion of the meeting items that have not been brought forward previously or were not on the agenda may be discussed or raised by the Public. a. All persons wishing to speak on under public comments on items not on the Agenda must register with the Staff liaison prior to this portion of the Agenda by completing a speaker’s slip. b. Each public participant must identify themselves by name, address, and specify subject matter. c. All registered speakers will receive up to three (3) minutes to speak unless the time is adjusted be the Chair. d. There will no sharing of minutes among those present in an effort to extend the time permitted to speak. e. Once a participant has been afforded the opportunity to speak he/she may not speak again unless requested by the Chair. ARTICLE VIII Amendment to By-Laws 5 Section 1. Any proposed amendment to the By-Laws shall be provided to every Advisory Committee member at least seven seventy-two (72) hours before it is voted on at a regular meeting. Section 2. These Bylaws, and any and all amendments to the By-Laws, will become effective upon an affirmative vote of a majority of the quorum. These By-Laws for the Vanderbilt Beach Beautification MSTU Advisory Committee are hereby approved this _______ day of __________ , 2018 Vanderbilt Beach Beautification MSTU Advisory Committee By: __________________________________________________ Date: __________________ Bruce Foreman, Chair By: __________________________________________________ Date: _________________ Bill Sjostrom, Vice Chair By: __________________________________________________ Date: __________________ Gabriella R. Miyamoto By: __________________________________________________ Date: __________________ William Harris By: __________________________________________________ Date: __________________ Mark Weber Attested by:__________________________________________________ Date: __________________ MICHELLE ARNOLD, PTNE Director 654 104Ave N