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2016-29310 Reso RESOLUTION NO. 2016-29310 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, APPROVING IN SUBSTANTIAL FORM AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A SPECIAL CONSTRUCTION AGREEMENT WITH AT&T IN THE AMOUNT OF $181,322; A RIGHT-OF- WAY AGREEMENT FOR UNDERGROUND CONVERSIONS WITH FLORIDA POWER AND LIGHT (FPL); AND AN APPLICANT-INSTALLED FACILITIES AGREEMENT FOR UNDERGROUND CONVERSIONS WITH FPL, ALL OF WHICH RELATE TO THE UNDERGROUND CONVERSION OF OVERHEAD UTILITIES ON HIBISCUS ISLAND, WHICH SHALL BE FUNDED THROUGH SPECIAL ASSESSMENTS COLLECTED BY MIAMI-DADE COUNTY AND REMITTED TO THE CITY. WHEREAS, on May 13, 2009, the Mayor and City Commission adopted Resolution No. 2009-27065, endorsing, as required by the Miami-Dade County Code, the creation by Miami- Dade County of special taxing districts for Palm Island and Hibiscus Island, respectively, for the underground conversion of overhead utilities, subject to and contingent upon compliance with and satisfaction of the requirements for the creation of special taxing districts, as set forth in Chapter 18 of the Miami-Dade County Code; and WHEREAS, on September 21, 2010, and upon petition of the residents of Hibiscus Island, Miami-Dade County ("County") adopted County Ordinance No. 10-51, which established a special taxing district known as the Hibiscus Island Overhead Services Relocation Improvement Special Taxing District, to fund the underground conversion of overhead electric, telephone, and cable television utilities on Hibiscus Island (the "District"); and WHEREAS, on April 11, 2012, the Mayor and City Commission adopted Resolution No. 2012-27890, approving and authorizing the City Manager to execute an interlocal agreement with Miami-Dade County, to bill the County for construction costs pertaining to the underground conversion project, and approving and authorizing the City Manager to execute an Underground Facilities Conversion Agreement with FPL; and WHEREAS, the undergrounding of utilities on Hibiscus Island will be performed by the City, in conjunction with the Palm and Hibiscus Right-of-Way Improvement Project; and WHEREAS, on May 17, 2012, the City and the County executed an Interlocal Agreement, which establishes the terms, conditions and cost for the underground conversion of utilities on Hibiscus Island, in an amount not to exceed $1,834,581; and WHEREAS, the total cost of $1,834,581, which is allocated for the actual construction and installation of the underground conversion project, is based on the binding estimates of the respective utility companies (FPL, AT&T, and Atlantic Broadband), and includes the fees for the City's contractor and other costs associated with the project; and WHEREAS, the City's contractor, Lanzo Construction Co., will install the conduits and related components for the underground conversion, after which and, upon completion of the City's Capital Improvement project, AT&T will install its wiring and systems; and WHEREAS, AT&T has submitted drawings and a total estimate of $181,322, which includes the installation of cables and electronic components, and activation of the system required for the underground conversion of existing aerial communication services; and WHEREAS, the City must execute the Special Construction Agreement with AT&T and pay AT&T for all work within 30 days following the execution of the agreement, in order to complete the placement underground of telephone services on Hibiscus Island; and WHEREAS, in order to complete the underground conversion of overhead utilities on Hibiscus Island, the City must also execute a City/County Right-of-Way Agreement for Underground Conversions, and an Applicant-Installed Facilities Agreement for Underground Conversions, with FPL. , NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby approve in substantial form and authorize the Mayor and City Clerk to execute a Special Construction Agreement with AT&T, in the amount of $181,322; a Right-of-Way Agreement for Underground Conversions with FPL; and an Applicant-Installed Facilities Agreement for Underground Conversions with FPL, all of which relate to the underground conversion of overhead utilities on Hibiscus Island, which shall be funded through special assessments collected by Miami-Dade County and remitted to the City. PASSED AND ADOPTED this ' day of Mgrck , 2016. Ar e//F Philip evi •, -,d.r ATTEST: 3/ 4,ji ������A I� 1��111 •Rafael . Gra o, City Clerk _ `�',,••••B� ����i� P••. ''� i APPROVED AS TO •' �! FORM & LANGUAGE *.: -'x"''''014 FOR E ECUTION 0 NC6fR' ARAT * s T:\AGENDA\2016WIarch\CIP\Hibiscus\Hibicus.AT•� .FPL. es i n •• ED.= ilA - i\'--- 01- P-Dt - L -c."--9 \..'• A�i 'Ne City Attorney Date • +h CN 2 6 .' 14--- COMMISSION ITEM SUMMARY Condensed Title: A Resolution Of The Mayor And City Commission Of The City Of Miami Beach,Florida,Approving In Substantial Form And Authorizing The Mayor And City Clerk To Execute A Special Construction Agreement With AT&T In The Amount Of$181,322;A Right-Of-Way Agreement For Underground Conversions With Florida Power And Light(FPL);And An Applicant-Installed Facilities Agreement For Underground Conversions With FPL,All Of Which Relate To The Underground Conversion Of Overhead Utilities On Hibiscus Island,Which Shall Be Funded Through Special Assessments Collected By Miami-Dade County And Remitted To The City. Key Intended Outcome Supported: Build and maintain priority infrastructure with full accountability. Supporting Data(Surveys,Environmental Scan,etc:The 2014 Customer Satisfaction Survey indicated that over 77%of residents rated recently completed capital improvement projects as"excellent"or"good". Item Summary/Recommendation: On May 13,2009,the Mayor and City Commission adopted Resolution No.2009-27065,endorsing,as required by the Miami-Dade County Code,the creation by Miami-Dade County of special taxing districts for Palm Island and Hibiscus Island,respectively,for the undergrounding of overhead utilities, subject to and contingent upon compliance with and satisfaction of the requirements for the creation of special taxing districts,as set forth in Chapter 18 of the Miami-Dade County Code. On September 21, 2010, and upon petition of the residents of Hibiscus Island, Miami-Dade County ("County") adopted County Ordinance No. 10-51, which established a special taxing district known as the Hibiscus Island Overhead Services Relocation Improvement Special Taxing District,to fund the undergrounding of overhead utilities on Hibiscus Island(the"District").These utilities consist of electric(FPL),telephone(AT&T),and cable TV(Atlantic Broadband). On April 11,2012,the Mayor and City Commission adopted Resolution No.2012-27890,approving and authorizing the City Manager to execute an interlocal agreement with Miami-Dade County,to bill the County for construction costs pertaining to the undergrounding project,and approving and authorizing the City Manager to execute an Underground Facilities Conversion Agreement with FPL. The undergrounding of the utilities on Hibiscus Island will be performed by the City,in conjunction with the Palm and Hibiscus Right of Way Improvement Project. The City and the County executed an Interlocal Agreement on May 17,2012,which establishes the terms,conditions and cost for the undergrounding of the utilities on Hibiscus Island,in a total amount not to exceed$1,834,581.The$1,834,581 amount allocated for the actual construction and installation of the underground conversion project is based on the binding estimates of the respective utility companies(FPL,AT&T,and Atlantic Broadband).This amount also includes the fees for the City's contractor and other costs associated with the project. The City intends to perform the relocation underground of overhead AT&T utilities on Hibiscus Island in conjunction with the Palm and Hibiscus Right of Way Improvement Project. The City's contractor, Lanzo Construction Co., will install the conduits and related components for the undergrounding,after which and upon completion of the City's Capital Improvement project,AT&T will install its wiring and systems. AT&T has submitted drawings and a cost estimate of$181,322,which includes the installation of cables,electronic components,and activation of the system required for the undergrounding of existing aerial communication services.The conduits are to be supplied and installed by the City's contractor.The agreement with AT&T is attached.The City must execute this agreement and pay AT&T for all work within 30 days following the execution of the agreement,in order to complete the placement underground of telephone services on Hibiscus Island.Additionally,in order to complete the underground conversion of overhead utilities on Hibiscus Island,the City must also execute a City/County Right-of-Way Agreement for Underground Conversions and an Applicant-Installed Facilities Agreement for Underground Conversions,with FPL. THE ADMINISTRATION RECOMMENDS ADOPTING THE RESOLUTION. Source of Amount Account Funds• c�r 1 $181,322 350-2338-069357 O Total $181,322 Finance I Impact Summary: City Clerk's Office Legislative Tracking: Sign-Offs: Department "' ector Assistant Ci anager City 'Manager DM 14 ETC - JLM T:\AGENDA\2016\March\CIP\Hibiscus\Hibiscus.AT&T.Summary.doc C 7 8 MIAMIBEACH AGENDA ITEN9 DATE 3-y'-1(o MIAMIBEACH City of Miami Beach, 1700 Convention Center Drive,Miami Beach,Florida 33139,www.miamibeachfl.gov CO .;MISSION MEMORANDUM TO: Mayor Philip Levine and Members ' f the City fi ommission .PIP FROM: Jimmy L. Morales, City Manager I, 4L DATE: March 9, 2016 SUBJECT: A RESOLUTION OF THE MAY. - AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, APPROVIN IN SUBSTANTIAL FORM AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A SPECIAL CONSTRUCTION AGREEMENT WITH AT&T IN THE AMOUNT OF $181,322; A RIGHT-OF-WAY AGREEMENT FOR UNDERGROUND CONVERSIONS WITH FLORIDA POWER AND LIGHT(FPL);AND AN APPLICANT-INSTALLED FACILITIES AGREEMENT FOR UNDERGROUND CONVERSIONS WITH FPL, ALL OF WHICH RELATE TO THE UNDERGROUND CONVERSION OF OVERHEAD UTILITIES ON HIBISCUS ISLAND, WHICH SHALL BE FUNDED THROUGH SPECIAL ASSESSMENTS COLLECTED BY MIAMI-DADE COUNTY AND REMITTED TO THE CITY. FUNDING 350 - Line of Credit— Encumbrances ADMINISTRATION RECOMMENDATION The Administration recommends adopting the Resolution. BACKGROUND On May 13, 2009, the Mayor and City Commission adopted Resolution No. 2009-27065, endorsing, as required by the Miami-Dade County Code, the creation by Miami-Dade County of special taxing districts for Palm Island and Hibiscus Island, respectively,for the undergrounding of overhead utilities, subject to and contingent upon compliance with and satisfaction of the requirements for the creation of special taxing districts, as set forth in Chapter 18 of the Miami-Dade County Code. On September 21, 2010, and upon petition of the residents of Hibiscus Island, Miami-Dade County ("County") adopted County Ordinance No. 10-51,which established a special taxing district known as the Hibiscus Island Overhead Services Relocation Improvement Special Taxing District, to fund the undergrounding of overhead utilities on Hibiscus Island (the "District"). These utilities consist of electric (FPL), telephone (AT&T), and cable television (Atlantic Broadband). On April 11, 2012, the Mayor and City Commission adopted Resolution No. 2012-27890, approving and authorizing the City Manager to execute an interlocal agreement with Miami-Dade County,to bill the County for construction costs pertaining to the undergrounding project, and approving and authorizing the City Manager to execute an Underground Facilities Conversion Agreement with FPL. The undergrounding of the utilities on Hibiscus Island will be performed by the City, in conjunction with the Palm and Hibiscus Right of Way Improvement Project. City Commission Memorandum—Hibiscus Island—AT&T Utility Undergrounding Memo March 9, 2016 Page 2 of 2 The Ci ty and the Coun ty executed an Interlocal Agreement on May 17, 2012, which establishes the terms,conditions and cost for the undergrounding of the utilities on Hibiscus Island, in a total amount not to exceed $1,834,581. See Exhibit A, attached hereto. The$1,834,581 amount allocated for the actual construction and installation of the underground conversion project is based on the binding estimates of the respective utility companies(FPL,AT&T, and Atlantic Broadband).This amount also includes the fees for the City's contractor and other costs associated with the project. ANALYSIS The City intends to perform the relocation underground of overhead AT&T utilities on Hibiscus Island in conjunction with the Palm and Hibiscus Right of Way Improvement Project. The City's contractor, Lanzo Construction Co.,will install the conduits and related components for the undergrounding,after which and upon completion of the City's Capital Improvement project, AT&T will install its wiring and systems. AT&T has submitted drawings and a cost estimate of$181,322, which includes the installation of cables, electronic components, and activation of the system required for the undergrounding of existing aerial communication services. The conduits are to be supplied and installed by the City's contractor. The agreement with AT&T is attached hereto as Exhibit B. The City must execute this agreement and pay AT&T for all work within 30 days following the execution of the agreement, in order to complete the placement underground of telephone services on Hibiscus Island.Additionally, in order to complete the underground conversion of overhead utilities on Hibiscus Island, the City must also execute a City/County Right-of-Way Agreement for Underground Conversions(Exhibit C), and an Applicant-Installed Facilities Agreement for Underground Conversions(Exhibit D),with FPL. CONCLUSION The Administration recommends adopting the Resolution. Attachments: Exhibit A— Interlocal Agreement Exhibit B—Agreement with AT&T Exhibit C—City/County Right-of-Way Agreement for Underground Conversions, with FPL Exhibit D—Applicant-Installed Facilities Agreement for Underground Conversions, with FPL JM/ETC/D T:\AGENDA\2016\March\CIP\Hibiscus\Revised.Hibiscus Island-ATT.FPL Utility Undergrounding.Memo.doc Exhibit A INTERLOCAL AGREEMENT BY AND BETWEEN MIAMI-DADE COUNTY, FLORIDA AND THE CITY OF MIAMI BEACH FOR THE UNDERGROUND BURIAL OF EXISTING OVERHEAD ELECTRICAL, TELEPHONE AND CABLE TELEVISION SERVICE • LINES FOR THE HIBISCUS ISLAND OVERHEAD SERVICES RELOCATION IMPROVEMENT • ..SPECIAL TAXING DISTRICT PURSUANT TO ORDINANCE NO. 10-51 J Z THIS INTERLOCAL AGREEMENT, made and entered into this / day of . 2012,by and between MIAMI-DADE COUNTY, FLORIDA (the"COUNTY"),. a political subdivision of the State of Florida, and the CITY OF MIAMI BEACH, FLORIDA (the"CITY"), a municipality organized and existing under the laws of the State of:Florida. WHEREAS, Section 163.01, Florida Statutes and the Miami-Dade County Home Rule Charter, as amended, permit the COUNTY and the CITY to enter into interlocal . . agreements; and WHEREAS, the Commission of the City of Miami Beach passed and adopted Resolution No. 2009-27065, approving the creation of the HIBISCUS ISLAND OVERHEAD SERVICES RELOCATION IMPROVEMENT SPECIAL TAXING DISTRICT; and WHEREAS, the Miami-Dade County Board of County Commissioners, by adoption of Ordinance No. 10-51 on September 21, 2010, created the HIBISCUS. ISLAND • OVERHEAD SERVICES RELOCATION IMPROVEMENT SPECIAL TAXING DISTRICT, pursuant to Chapter 18 of the Code of Miami-Dade County, Florida, and Section 1.01 (a) (11) of the Miami-Dade County Home Rule Charter, as amended, and authorized the County Mayor or the Mayor's designee to enter into this lnteriocal Agreement with the CITY to provide the capital improvements for the District; and i . WHEREAS, the District was approved on December 7., 2010, by a majority vote of qualified electors residing within the District; and WHEREAS, the parties hereto, for the consideration herein as set forth mutually agree as follows: 1. The CITY shall design, construct and install or cause to be designed, constructed and installed for the subject District all capital improvements necessary to affect the underground burial of existing overhead electrical, telephone and cable television service lines, in accordance with the minimum standards and requirements set forth by the CITY, the Florida Power and Light Company, AT&T, and Atlantic Broadband Cable. 2. The improvements approved to be constructed shall be located within the public Rights-of-Way. The boundaries of the HIBISCUS ISLAND OVERHEAD SERVICES RELOCATION IMPROVEMENT SPECIAL TAXING DISTRICT are shown on the attached Exhibit A. 3. The COUNTY shall reimburse the CITY for all costs of contract • administration, labor, materials and supplies necessary to provide the capital improvements described herein. Total cost not to exceed $1,834,581.00 4. The COUNTY, from special assessments collected from within the District, will pay in full to the limit specified in Section 3 all costs incurred by the CITY within 30 • days of receipt of itemized final invoicing. 5. The CITY shall indemnify and hold harmless the COUNTY and its officers, employees, agents and instrumentalities from any and all liability, losses or damages, • including attorneys' fees and costs of defense, which the COUNTY or its officers, employees, agents or instrumentalities may incur as a result of claims, demands, suits, causes of actions or proceedings of any kind or nature arising out of, relating to or resulting from the performance of this Agreement by the CITY or its employees, agents, servants, partners, principals or subcontractors. The CITY shall pay all claims and losses in connection therewith and shall investigate and defend all claims, suits or actions of any kind or nature in the name of the COUNTY, where applicable, including appellate ti proceedings, and shall pay all costs, judgments, and attorney's fees which may issue thereon. Provided, however, this indemnification shall only be to the extent and within the limitations of Section 768.28 Florida Statutes, subject to the provisions of that Statute • whereby the CITY shall not be held liable to pay a. personal injury or property damage • claim or judgment by any one person which exceeds the sum of$100,000, or any claim or • judgment or portions thereof, which, when totaled with all other claims or judgment paid by the CITY arising out of the same incident or occurrence, exceed $200,000 from any and all personal injury or property damage claims, liabilities, losses or causes of.action which may• arise as a result of the negligence of the CITY. IN WITNESS WEREOF, the parties .having caused this Interlocal Agreement to be • executed by their respective and duly authorized officers. • [Remainder of Page Intentionally Left.Blank--Signature Page and Exhibit to Follow] • . CITY OF MIAMI BEACH, - MIAMI-DADE COUNTY, FLORIDA FLORIDA Alliird■ 4......-- kilii■ A .1 —_.---dliti"1" �'�UNTY MAY*R OR CI i A AGE' r �� � . .. B CI OMMISSION AYOR'S DESIGNEE 1 �_�..tA . �Q11111, iSt. — ,,,, --"%...1A ATTEST: * INCORP ORATED?� /-( j4"' /,111111 �� G�� ..'' / •/ - ■Adillir CITY CLERK DEPUTY CLERK • •, s.- ., V . '�Qarmea0do s h!.... R1:1— ,'a z oo" 210 a r a s� rQ o 0 4.l �Q - (SEAL) 0 N. o ;.,.. ,,ememaa RISK MANAGEMENT (if applicable) APPROVED as to Form APPROVED as to Legal Form . .nguage Ail for Execution L � t� ��..0..,., . 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F , U uJ Exhibit B SPECIAL CONSTRUCTION AGREEMENT For Conversion of Overhead Facilities to Underground Project#: 6MP06226A Customer Name: City of Miami Beach Authority: A0095DG Customer Number: AT&T Contact: Andres Hernandez Work Site Address: Hibiscus Island Telephone: 305-222-0932 This Agreement (" Agreement")is entered into by and between BellSouth Telecommunications, LLC d/b/a AT&T Southeast ("AT&T") and City of Miami Beach ("Customer" or"City"). AT&T and Customer hereby agree to the following terms and conditions: 1. Special Construction Work & Consideration. This Agreement is for the Special Construction Work described on Exhibit 1, attached hereto and incorporated herein by this reference ("Special Construction Work"). Exhibit 1 includes conditions precedent to AT&T commencing the Special Construction Work ("Conditions Precedent"). As consideration for the Special Construction Work, Customer agrees to pay AT&T for the work on an "actual cost" basis. The Customer affirms that the Estimated Special Construction Work Charges below is an estimate and that the actual costs incurred by AT&T may be higher. Said estimated cost is subject to change due to factors including, but not limited to, changing conditions in the field or changes in cost of labor or materials. Customer agrees to make advance payment of 100% of the estimated cost totalling $190,822.00 ("Estimated Special Construction Work Charges"), $9,500.00 of which Customer has previously paid to AT&T, such that $181,322.00 is due and payable. Customer will pay such amount to AT&T within 30 days following full execution of this Agreement. Payment of such amount in full is required before the Special Construction Work will begin. Payment shall be made by mail to AT&T's offices at AT&T CWO Coordinator, 1876 Data Drive, 5th Floor North, Attention: Susan Rinehart, Hoover, AL 35244, or to such other address as AT&T may designate in writing. Upon completion of the work, AT&T will compute the actual cost of the work ("Special Construction Work Charges"). Any difference between the amount of the advance payment and the Special Construction Work Charges will either be paid by the Customer to AT&T within 30 days of Customer's receipt of an invoice therefor (in the event actual exceeds estimated) or refunded to the Customer by AT&T (in the event actual is less than estimated). 2. Cost Estimate. The Estimated Special Construction Work Charges amount is valid for 180 days from November 27h, 2015. If this Agreement is not fully executed within the said period, then AT&T may require the Customer to request a new cost estimate, and the Estimated Special Construction Work Charges amount may change. 1 3. Changes in Scope of Work or Field Conditions. If the Customer initiates changes in the scope of the work after the date of this Agreement or there exists a condition in the field or other relevant circumstance discovered after the date of this Agreement that is different from the conditions or circumstances that were assumed in preparing the Estimated Special Construction Work Charges, AT&T may require the Customer to request a new cost estimate, the Estimated Special Construction Work Charges amount may change, and the parties will cooperate to sign an amendment to this Agreement incorporating any relevant changes to the Estimated Special Construction Work Charges or scope of work. 4. Breach; Termination. If either party breaches any material provision in this Agreement, then the other party may terminate this Agreement by written notice to the breaching party; provided that, prior to any such notice of termination, the other party provides written notice of the breach to the breaching party, and the breaching party fails to cure the breach within 30 calendar days from receipt of the notice of the breach. The time to cure shall be extended for a reasonable time to allow for cure if the breach cannot be cured within 30 calendar days and if the breaching party continues expeditiously to cure. 5. Early Termination. In event of termination of this Agreement for any reason in advance of completion of the Special Construction Work, in addition to any other remedies that may be available to AT&T, AT&T shall have the right to retain any Estimated Special Construction Work Charges previously paid by the City that compensate AT&T for Special Construction Work performed up to the date of termination, and AT&T may complete any segment of the Special Construction Work then in progress. Following such termination, AT&T shall return to the City any such portion of such prior payment that is in excess of such amounts that compensate for Special Construction Work performed up to the date of termination and/or which was in progress prior to the date of termination. If actual costs incurred by AT&T for Special Construction Work performed up to the date of termination exceed the prior payments, the City shall be responsible to pay any such excess amount within 30 days following receipt of an invoice from AT&T. 6. Force Maieure; Time to Complete. Any information provided by AT&T, its agents servants or employees that the project will be complete by a certain date or within certain time period is an estimate and not binding on AT&T, its agents, servants or employees. Estimated completion dates and the Special Construction Work are subject to circumstances, including without limitation, changing conditions in the field, and force majeure conditions, including, without limitation, weather, labor disputes, vendor/contractor disputes, and other conditions or circumstances outside of AT&T's control. 7. Damages; No Damages for Delay. In the event of termination of this Agreement for any reason set forth herein in advance of completion of Special Construction Work, the City shall have no claim or remedy against AT&T, except a claim to collect any excess payment amount, as set forth in Section 5. In the event of any claims arising from this Agreement, neither party shall liable for 2 any consequential, incidental, or indirect damages. Under no circumstances will AT&T be held liable to Customer, Customer's agents, servants, contractors or employees or any alleged delay in the Special Construction Work. 8. Severability. Any provision of this Agreement held by court of competent jurisdiction to be invalid or unenforceable shall not impair or invalidate the remainder of this Agreement r ment and the effect thereof shall be confined to the provision so held to be invalid or unenforceable. 9. Successors and Assigns. This Agreement is binding upon and shall inure to the benefit of the parties and their respective successors and assigns. 10. Counterparts. This Agreement may be executed in one or more counterparts, each of which when so executed shall be deemed to be an original, but all of which when taken together shall constitute one and the same instrument. 11. Effect of Waiver. No consent or waiver, express or implied shall be deemed a consent to or waiver of any other breach of the same or any other covenant, condition or duty. 12. Headings. The headings, captions, and arrangements used in this Agreement are for convenience only and shall not affect the interpretation of this Agreement. 13. Modification. This Agreement constitutes the entire agreement between the parties and can only be changed in a writing or writings executed by both of the parties. Each of the parties forever waives all right to assert that this Agreement was the result of a mistake in law or fact. 14. Interpretation. The parties agree that this Agreement shall not be interpreted in favor or against either party. The parties further agree that they entered into this Agreement after conferring with legal counsel, or after having a reasonable opportunity to confer with legal counsel. 15. Applicable Law. This Agreement shall be governed and interpreted in accordance with the laws of the State of Florida without regard to Florida conflict of law principles. 16. Attorneys' fees. If either party seeks to enforce it rights under this Agreement through legal action, the prevailing party shall recover from the other party all costs and expenses incurred, including, but not limited to, reasonable attorneys'fees. 17. Authority. The signatories to this Agreement represent and warrant that they are duly authorized to execute this Agreement. 3 18. Indemnification and Hold Harmless. Subject to applicable law and without waiver by the Customer of any relevant sovereign immunity rights under Florida law, including without limitation without waiver of any applicable rights or limitations under Section 768.28, Fla. Stat., Customer, Customer's agents, servants,contractors and employees hereby agree to indemnify and hold harmless AT&T and its employees, agents and contractors from and against any and all claims, costs, and expenses, judgments or actions for damage to property or injury or death to persons and/or arising from or relating to the work that is the subject of this Agreement, if and to the extent any such claims are caused by the acts or omissions of the Customer, Customer's agents, servants or employees. 19. Final Agreement. THIS AGREEMENT REPRESENTS THE ENTIRE AND FINAL EXPRESSION OF THE PARTIES WITH RESPECT TO THE SUBJECT MATTER HEREOF. THIS AGREEMENT MAY NOT BE CONTRADICTED BY EVIDENCE OF PRIOR, CONTEMPORANEOUS OR SUBSEQUENT ORAL AGREEMENTS OF THE PARTIES; THERE ARE NO UNWRITTEN ORAL AGREEMENTS BETWEEN THE PARTIES. NO MODIFICATION, RESCISSION, WAIVER, RELEASE OR AMENDMENT OF ANY PROVISION OF THIS AGREEMENT SHALL BE MADE, EXCEPT BY A WRITTEN AGREEMENT SIGNED BY BOTH PARTIES. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their duly authorized representative on the dates set forth below. City of Miami Beach, Florida BellSouth Telecommunications,LLC d/b/a AT&T Southeast Printed Name By. Printed Name By:Authorized Signature By: Authorized Signature z g g Title: Title: Date: Date: By signing below,the Association agrees to Exhibit 1,Part C of this Agreement and acknowledges the information in Exhibit 1,Part E of this Agreement. • Palm-Hibiscus-Star Islands Association, Inc. APPROVED AS TO By: FORM & LANGUAGE Title: & F19. EX CUTION Date: cX -a-5 =(r;' City Attorney Nv, D® 4 EXHIBIT 1 The Special Construction Work that is the subject of the Agreement to which this Exhibit 1 is attached is as follows: The work area is the area within the City of Miami Beach, as shown on Attachment A ("Work Area"). The Special Construction Work is the following work within the Work Area: Installation by AT&T of underground cable and related aboveground equipment (collectively, the converted system) to replace AT&T aerial facilities, including cables, terminals, service wires,,poles, anchors and guys, in the Work Area; cutover of existing communications service on such aerial facilities to converted system; and removal of the aerial facilities and any AT&T-owned poles following cutover, resulting in conversion of the aerial facilities to underground. The work does not include conversion to underground or removal of any facilities, such as poles, owned by parties other than AT&T. In addition to any conditions precedent to AT&T commencing the Special Construction Work identified in the Agreement to which this Exhibit 1 is attached, the following shall be Conditions Precedent to AT&T commencing the work and shall be obligations of the City and/or Palm-Hibiscus-Star Islands Association, Inc. (HOA) where specified: A. Conduit. At no cost to AT&T, the City will furnish and shall (1) install the 4" and 2" Schedule 40 conduit, handholes and pullboxes as shown on plans drawings EU02 thru EU24 dated 11-27-2015 ("Conduit Plans") (2) Install the Service Conduit identified in C below, and (3) Transfer ownership to AT&T of the conduit, handholes and pullboxes referenced in (1) above (collectively, "AT&T Conduit System"), as described below. Upon completion of construction of the AT&T Conduit System, the City shall notify AT&T. AT&T shall within 14 days from date of said notice inspect the AT&T Conduit System and shall notify the City in writing of any observed deficiencies. Upon correction by the City or its contractor(s) of all noticed deficiencies, the City shall notify the AT&T, and the AT&T shall be afforded an opportunity to re-inspect and notify the City of approval or any further observed deficiencies (in which case the above process shall again apply). After approval, the City shall transfer ownership of the AT&T • Conduit System free of any liens or encumbrances, and AT&T shall thereafter own and have sole use of the AT&T Conduit System. In the event that any deficiencies are later discovered in the AT&T Conduit System (namely, deficiencies that occurred in connection with the construction and installation), the City shall be the responsible party at the City's cost to correct or arrange for correction by appropriate contractor(s) of the deficiencies during the warranty period promptly following notice from AT&T. Such warranty period will extend for one (1) year from the date of transfer of ownership of the AT&T Conduit System. Transfer of ownership to AT&T shall be memorialized by the City's delivery to AT&T of a Bill of Sale in the form attached as Attachment B. 5 B. Permits. At no cost to AT&T, the City shall grant to AT&T any necessary permits for the installation by AT&T in City right-of-way of the following: any portions of the AT&T Conduit System within such right-of-way as well as AT&T pedestal terminals and cabinets to be installed at necessary locations within such right-of-way as mutually agreed to by the City and AT&T, it being understood that such agreement from the City to such equipment locations is a condition precedent to the Special Construction Work. Any equipment locations on the Conduit Plans are deemed mutually agreed upon by the parties. If the City does not grant separate permits, this Agreement shall constitute City authorization for installation and maintenance of the converted system in the City right-of-way. Receipt of any necessary permits from the City or any other relevant permitting agencies is a condition precedent to the Special Construction Work. C. Service Drops. At no cost to AT&T, the HOA shall have caused the property owners of each and all properties within the Work Area (each, a"Residence") to do the following (or the City shall do the following): Install one - 1" PVC Schedule 40 conduit from each AT&T network interface device ("NID") on each Residence to the relevant splice box for the relevant Residence. The HOA shall cause each property owner of a Residence to grant to AT&T the exclusive right to use the above conduit on the Residence property for installation of an AT&T service drop. Any property owners that have an aerial service drop will need to place and pay for re- arrangement orders with the AT&T business office in order to arrange for transfer of the aerial drop to underground. The City shall notify property owners of this information after AT&T notifies the HOA that it is the appropriate time to do so, and the HOA shall cause the property owners to do so Pending receipt and completion of any such re-arrangement orders, AT&T will be unable to complete any portion of the Special Construction Work affected thereby. Further Conduit Specifications. In instances where a joint trench will be dug Furt C p joint g for the installation of AT&T's facilities and the power company's facilities, the power company's FPL's facilities shall be placed at the bottom of the joint trench. Any conduit referenced in A. above placed for AT&T's use (whether in a single or joint trench) shall be at a minimum depth of 24" below final grade. For all conduit referenced in this Exhibit 1 placed for AT&T's use, there shall be at least a 24" vertical separation with well tamped soil backfill between AT&T's facilities and primary or secondary power facilities. All conduits must be equipped with a pull string, and capped at ends. E. Other Removal of other companies' aerial attachments on jointly used poles is necessary prior to AT&T's removal of its aerial facilities. The City will notify residents of this project (including of the need to place a re-arrangement order with AT&T if and where applicable, as described in C above) and shall notify AT&T and residents of the name and contact information for a representative to receive questions or complaints from City residents about the City's project that is the subject of this Agreement. AT&T may refer such questions or complaints to 6 the City's representative. In the event other conditions arise that are reasonably necessary as conditions to the Special Construction Work, AT&T will inform the City, and the City will address the conditions. F. Timing, Conditions Precedent. Following 1 year after execution of this Agreement, in the event Conditions Precedent have not been satisfied, AT&T may terminate this Agreement by notice to the City anytime thereafter, until the Conditions Precedent have been satisfied (and Section 5 of the Agreement to which this Exhibit 1 is attached shall apply in the event of such early termination). When the City believes the Conditions Precedent have been satisfied, the City will notify AT&T in writing, and AT&T shall determine thereafter whether the Conditions Precedent have, in fact, been satisfied. If AT&T does not believe that they have been satisfied, AT&T will notify the City. 7 Attachment A Work Area See attached 8 Attachment B Bill of Sale FOR GOOD AND VALUABLE CONSIDERATION the City of Miami Beach, Florida does hereby bargain, sell, transfer and convey unto BellSouth Telecommunications, LLC d/b/a AT&T Southeast all right, title and interest in and to the AT&T Conduit, as described in that certain Agreement between said parties dated , 2015. TO HAVE AND TO HOLD unto the said Grantee forever. 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CZ 8 cZ .... , "a3 t- *c Z0—.9— •.-....—..------ " ' ': ,,,. ...., •." '• ', - -.. ,.5-'' - m g W 0:11..nif a .1.4 1, •'•"` -•.-. , • ‘‘,N „ -......„,....„, ".:,f,"..--' • „ ' —6 g F. 0 • ! u_o -- . . . ,._ c\c\ • 12 u . v) \ 'I 141 L.,.• ' k•-‘1.„ , 5 . . • s. , o •••••\ .. o, .... \ 5! . g; ' El • g Z 11 4 i .- . 5 . , Exhibit C CITY/COUNTY RIGHT-OF-WAY AGREEMENT FOR UNDERGROUND CONVERSIONS (WR#3085431) THIS AGREEMENT (the "Agreement") is made and entered into this day of , 20 by and between CITY OF MIAMI BEACH (Local Government"), a Florida municipal corporation or county with an address of 1700 Convention Center Drive, Miami Beach, FL 331 and Florida Power & Light Company ("FPL"), a Florida corporation with an address of P.O. Box 14000, 700 Universe Boulevard, Juno Beach,FL 33408-0429. WHEREAS, Local Government has requested that FPL convert certain overhead electric distribution facilities located within the following boundaries (the "Conversion"): Hibiscus Island, in Miami Beach, FL (collectively, the "Existing Overhead Facilities") to underground facilities, including transformers, switch cabinets and other appurtenant facilities some of which may be installed above ground (collectively, the "Underground Facilities") and has further requested that certain of the Underground Facilities be placed in certain of its road rights-of-way ("Local Government ROW") and/or certain road V rights-of-way owned by or under the jurisdiction of other agencies ("Other ROW"). Local Government ROW and Other ROW may be referred to collectively as "ROW"; and WHEREAS, the Local Government has agreed to pay FPL the cost of such Conversion as required by FPL's electric tariff and Section 25-6.115 of the Florida V Administrative Code and has or will enter into a separate Underground Facilities Conversion Agreement with FPL; and WHEREAS, FPL is willing, subject to the terms and conditions set forth in this Agreement, FPL's electric tariff and Section 25-6.115 of the Florida Administrative Code,to place certain of the Underground Facilities in the ROW. . NOW THEREFORE, in recognition of the foregoing premises and the covenants and agreements set forth herein, and other consideration the sufficiency of which is hereby acknowledged, intending to be legally bound hereby, the parties covenant and agree as follows: • 1. The foregoing recitals are true and correct, and are hereby incorporated by reference into this Agreement. Page 1 of 6 2. Conditions Precedent to Placement of Underground Facilities in ROW (a) Local Government covenants,represents and warrants that: (i) Local Government has full legal right and authority to enter into this Agreement; (ii) Local Government has full legal right and authority to take all actions and measures necessary to fulfill Local Government's obligations under this Agreement; (iii) Local Government hereby authorizes the use of the ROW by FPL for the purposes stated herein. (b) All applicable permits for FPL to install, construct, or maintain Underground Facilities in ROW must be issued on a timely basis by the appropriate agency, subject to the timely filing for permits by FPL. (c) Local Government agrees to provide, at its expense, a legal description that is acceptable to FPL of the ROW to be occupied by the Underground Facilities at a time before FPL initiates the design of the Underground Facilities. Said legal description shall be made part of this Agreement and attached as Exhibit «A» (d) FPL agrees to identify and document all existing FPL underground facilities within the ROW that will not be included under this Agreement. Local Government shall reimburse FPL's reasonable costs and expenses to deliver said documentation. Said documentation shall be made part of this Agreement and attached as Exhibit`B". (e) FPL warrants that the design of the Underground Facilities to which Local Government has agreed are in compliance with all operational and safety guidelines, codes and standards. FPL and Local Government have mutually agreed upon the location of the facilities within the ROW as per the construction drawings. Said construction drawings shall be attached as Exhibit "C" to this agreement, are part of this agreement, and may be amended to reflect changes to location of facilities as required. 3. Relocation and Rearrangement of FPL Facilities. If the Local Government or other agency with control over the Local Government ROW or Other ROW, for any reason whatsoever, requires that FPL relocate or rearrange, in whole or in part, any Underground Facilities (as they are to exist as a result of this Conversion, or as they may later be modified, upgraded, or otherwise altered) from or within the Local Government ROW or Other ROW,the Local Government,notwithstanding any language to the contrary in any applicable permit or franchise agreement, and prior to any such relocation by FPL, shall provide FPL with a substitute location, satisfactory to FPL, obtain any easements that may be necessary, and shall pay FPL for the costs of any such • relocation, adjustment or rearrangement, now or in the future. Local Government shall reimburse FPL for all costs to locate, expose, protect or support the Underground Facilities, whether underground or above ground, in the event of future construction or excavation in close proximity to the Underground Facilities, when such services are required by Local Government or other agency with control over the Local Government Page 2 of 6 ROW or Other ROW Local Government shall use its best efforts in any design and construction of its future road improvement projects to avoid or mitigate the necessity of relocating or adjusting the Underground Facilities in Local Government ROW and, to the extent reasonably practicable, in Other ROW. Local Government shall only be responsible for relocation costs associated with replacement facilities conforming to FPL standards in effect at the time of relocation. Any costs associated with the replacement facilities to provide increased capacity, improved reliability, future use facilities, or other such enhancements over and above the FPL standards in effect at the time of the relocation shall not be the responsibility of Local Government. Nothing herein shall preclude Local Government from obtaining reimbursement for any and all costs requiring FPL to relocate or rearrange any of its Underground Facilities from that entity which initiated the requirement for the relocation or rearrangement of the facilities, excluding only other agencies which own or have jurisdiction over the ROW. FPL shall be responsible for any and all costs of removal or relocation when such removal or relocation is initiated by FPL. Additionally, FPL agrees that when any portion of a street is excavated by FPL in the location, relocation or repair of any of its facilities when said location, relocation or repair is initiated by FPL, the portion of the street so excavated shall, within a reasonable time and as early as practical after such excavation, be replaced by FPL at its expense in a condition as good as it was at the time of such excavation. The FPL cable and conduit system will be designed/installed under the pavement area at the Applicant's request; however, if these facilities ever need to be uncovered and repaired /replaced in the future, the Applicant will be responsible for all site restoration costs of the repair/replacement of the cable/conduit system. 1 4. Abandonment or Sale of Local Government ROW. If the Local . Government desires to subsequently abandon or discontinue use of the Local Government ROW,and ownership of the land is transferred to a private party, the Local Government, as a condition of and prior to any such sale, abandonment, or vacation, shall grant FPL an easement satisfactory to FPL for the Underground Facilities then existing within the ROW or require the transferee to so grant FPL an easement satisfactory to FPL at the time of transfer. If ownership of the Local Government ROW is transferred to another public entity, that public entity shall take the ROW subject to the terms and conditions of this Agreement. 5. Term. This Agreement shall remain in effect for as long as FPL or any successor or assign owns or operates the Underground Facilities placed in the ROW. Page 3 of 6 . I 6. Title and Ownership of Underground Facilities. Title and ownership of Underground Facilities installed by FPL as a result of this Agreement shall, at all times, remain the property of FPL. 7. Conversion Outside ROW. In the event that the FPL Underground • Facilities are not, for any reason other than the sole error of FPL or its contractors, constructed within the ROW, Local Government shall grant or secure, at Local Government's sole cost and expense, new easements or ROW grants for the benefit of FPL for the placement of the Underground Facilities in these areas, and shall secure subordination of any mortgages affecting these tracts to the interest of FPL. In the alternative, at the discretion of Local Government, Local Government shall reimburse FPL for all costs incurred to remove said facilities which were constructed outside the ROW and for reinstallation within the ROW. FPL shall be responsible at completion of construction for notifying Local Government in writing of FPL's approval and acceptance of the conversion as being constructed within the ROW. Upon acceptance there shall be no further responsibility on the Local Government for relocations referenced in this paragraph. 8. Agreement Subject to FPL's Electric Tariff. This Agreement is subject to FPL's electric tariff, including but not limited to the general rules and regulations for electric service and the rules of the Florida Public Service Commission. 9. Venue; Waiver of Jury Trial. This Agreement shall be enforceable in Miami-Dade County, Florida, and if legal action is necessary by either party with respect to the enforcement of any or all of the terms or conditions herein, exclusive venue for the enforcement of same shall lie in Miami-Dade County, Florida. By entering into this Agreement, FPL and the Local Government expressly waive any "rights either party may have to a trial by jury of any civil litigation related to or arising out of this Agreement. This Agreement shall be construed in accordance with the laws of the State of Florida. • 10. Attorney Fees. In the event it becomes necessary for either party to institute or defend legal proceedings as a result of the failure of the other party to comply with the terms, covenants, or provisions of this Agreement, each party in such litigation shall bear its own cost and expenses incurred and extended in connection therewith, including, but not limited to attorneys' fees and court costs through all trial and appellate levels. 11. Assignment. The Local Government shall not assign this Agreement without the written consent of FPL 12. Recording. This Agreement shall be adopted by the Local Government and maintained in the official records of Local Government for the duration of the term of this Agreement. This Agreement also shall be recorded in the Official Records of the County in which the Underground Facilities are located, in the place and in the manner in which deeds are typically recorded. Page 4 of 6 13. Conflict between Terms of Permit or Franchise Agreement. In the event of a conflict between the terms of this Agreement and any permit or franchise agreement entered into by Local Government and FPL,the terms of this Agreement shall • control. 14. Notice. Any notice, instruction or other communication to be given to either party hereunder shall be in writing and shall be hand delivered,telecopied, sent by Federal Express or a comparable overnight service or by U. S.registered or certified mail, with return receipt requested and postage prepaid to each party at their respective addresses set forth below: As to Local Government: • • With copies to: . I As to FPL: FPL 700 Universe Blvd. Juno Beach,FL 33408 Attn.: Legal department Page 5 of 6 • IN WITNESS WHEREOF, Florida Power & Light Company and Local Government have executed this Agreement on the date first set forth above. For CITY OF MIAMI BEA'f / , / , i By: � � sign-''. • C::: _< ,Name: (p' 1 �o fie) Title: t'A s 7 ore . it or type) �1 y: 1 l A I So _ ,,. 01, ®� �1. 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This Agreement, made and entered into this day of 20 , by and between CITY OF MIAMI BEACH (the "Applicant"),a Florida municipal corporation or county with an address of 1700 Convention Center Dr., Miami Beach, FL 33139 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 terms 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 (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 termination 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 I. 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. 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). Page 2 of 7 (Rev. 10/23/06) 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 correct 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 two (2) business days. If Applicant does not • adequately rectify the identified deficiencies in the required tirneframe,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/Liability of Applicant. 8.1. "To the extent 91lowed under Florida law and including,without limitation, subject to the provisions of Section 768.28, Florida Statues, as applicable,"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 Applicant and its contractor, and/or payment disputes with subcontractors, suppliers or other potential vendors that may file liens that arise out of the Work. However, the provisions of Section 768.28, Florida Page 3 of 7 (Rev.10/23/06) • Statutes shall not.be applicable to any Contractor retained by the Applicant to perform the Work. 8.2. Applicant shall assume full responsibility for all damages and all restoration arising in connection with the Work. 9. Desinn 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 r : 20;;.'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 T FPL.interest, free and clear of all liens, in and to the Work shall vest in FP . 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 deemed 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. 12.4. If Applicant immediately corrects the 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 Page 4 of 7 (Rev.10/23/06) material obligation under this Agreement and fails to cure such material obligation default within a reasonable period of time, but in no event more than ten (10) business days, after Notice from FPL specifying the nature of such default (any such termination referred to as a"Teluiination for Cause"). 13.2. In the event of Termination for Cause by FPL,Applicant shall: a. Unless instructed otherwise 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 termination, 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. Page 5 of 7 (Rev.10123/06) • 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. 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 • I? g• � P� � � P • 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 6 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. I 1 For CITY OF MIAMI BEAC 1 r By: / 3 C>K. (Sena Name: /f (P ,.; type ■ Title: , 1 t a7 (print or type) viawmult, / ..fvN\....p...E. - "44, , . /sq ipl. d IN,Y:"..-'... Bx. '"... 7.m. k. tligg IL C�, k.' �I (slat. e) 1 '�C 0 � �;�H I-1- y (print or type) 1 ���r7 4 �`fl, c s (print or type) i Approved as to Terms and Colnditi f `' ,--->- (signature/title) 1-_____>" A roved as to Form and Le aI Sufficiency: t f - PP g 4,7 A---- ' —11j7/1 -. (si e/title) 1\\V`' . LA-/-7,/ :,-y-rtel 1 For FLORIDA POWER& LIGHT COMPANY . By: I (signature) i 1 • Name: 1, (print or type) Title: (print or type) Page 7 of 7 (Rev.10/23/06) - Exhibit A WR#3085431 • 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. • II • Exhibit B • WR 4 3085431 Standards and Specifications • • • STAKING and AS- BUiLT SURVEY REQUIRMEN TS, STAKING It will be the responsibility of the Customerlcontractor and/or his surveyor to Initially stake the entire job establishing the following: Centerline of trench Center of manhole with off sets It is the responsibility of the Customer/contractor and/or his surveyor to maintain the original staking or perform any re-staking that is required. Grade information,reference information, benchmarks, etc, that may be required will be supplied by the developer/owner. AS-BUILT SURVEY The customer J contractor will have a land surveyor,who is registered and licensed in the State of Florida, obtain, before back-filling occurs, all AS-BUILT field information necessary for updating and correcting FPL construction drawings. The surveyor will legibly mark,with a red pencil,on both the profile and plan view of FPL's construction drawings,all corrections,additions,and deletions while at the job site. These . drawings are to remain on the job site at all times for inspection by the FPL Company Representative. Construction drawings are to be updated by the surveyor, while at the job she, each time any AS-BUILT survey information is obtained. The surveyor is also to record all AS-BUILT information In a FIELD l� BOOK. This FIELD BOOK is to include the company name,crewrnembers and the date, each time AS- I� BUILT information is obtained. The AS-BUILT information required is as follows: 1. All facilities are to be stationed to a baseline or reference line that is identifiable as a land.line or right- of-way line. This base line or reference line must be related to the area of the job site and be capable f. of being transposed onto FPL's construction drawings, If the construction drawing includes a baseline or reference line,the AS-BUILT information is to be referenced to this line. 2. All elevations will refer to the datum plane of"mean sea level'as defined by various bench marks of the United States Geological Survey or Coast and Geodetic Survey.They are to be taken along the top of the duct bank, with no offsets, and at existing grade, all at 50 foot maximum intervals. Additional elevations and grade shots are required when there is a change of elevation andfar direction of the duct bank. Elevations are also required on the roof of the manhole,at existing grade, l i and where the duct bank enters the manhole. 1 � 3. Overall total lengths of duct are to be recorded. Measurements are to be taken from the manhole's outside wall and directly along the length of the duct bankwih no offsets. 4, When other utilities are uncovered, (water, gas, sewers,telephone, CATV, etc.)their size and type are to be determined, their location referenced to the baseline, and their elevation noted. An elevation will be taken on the duct bank directly above or below the other utility and at existing grade_ 5. A duplicate set of construction prints, marked In red pencil, is also required. Tnis duplicate set may be marked from FIELD BOOK information by the surveyor's office. Note: The construction contract/agreement will not be considered complete until all of the following are presented to,and approved by,the FPL Company Representative. a) Signed and sealed copies of the AS-BUILT survey FIELD BOOK. b) The set of FPL construction drawings marked in red by the surveyor in the field. e) The duplicate marked set of construction prints. . l { s f i • D-15.02 STAKING INFORMATION D---15.0.2 1 • (EXHIBIT 'A1' 1 F` {t t i COLOR CRAYONS PAINT'S.Ar>D PLASTIC RIBBONS MAY BE USE)FOR IOEN IFYING Si' S.THE FOLLOWING.A.P.W.A. COLORS HAVE BEEN D ADOPTED s AiEW]OE AS STANDARD: y WHITE PRoPOSED EXCAVATION f i • PENN i I TEMPORARY SURVEY mARKNGS I i — RED ELECTRIC POWER LNES. CABLES, CONDUIT AND LIGHTING CABLES s � ... YELLOW 'r I GAS. OIL, STEA1 . PETROLEIN OR GASEOUS VATER]ALS — ORANGE I COMINICATION. ALARM OR SIGNAL UIJES, CABLES OR COMM. — BLUE PORTABLE WATER - t -- PVRPLE RECLAIMED WATER, IRRIGATION AND SLURRY LINES — GREEN • SEWER AND DAN LINES ALL COLOR STAKES USED BY FLORIDA POWER&LIGHT CGMPAtif (EATING FAC1UTIES3 YiIIL BE RED AS DESIGNATED S'ANS STANDARD 253.1. ISS—NBS V1VLD REED f t l. THIS COLOR IS AVAILABLE AS SPRAY PAINT UNDER M&S #504—1 7100-5. Wt--t]TE PER A..P.W.A. WILL BE USED TO MARE PROPOSED FPL. FACILITIES. fft CRAYONS MD PLASTIC RIBBONS USED FOR STAKING FPkL FACILITIES SHOULD APPROXIMATE THESE COLORS. • • • I i : I . I 6F P O & UG DISTRIBUTION SYSTEM STANDARDS ORIGNATOE:IVO ORA* I BY: RAS • 9/04J0t 1/PEIAYE' ORA iNG ME.KND rXT CP I .IES JJ $ 6 CHANGE PAGE r:{I1�7.A3 D &8/tIS/S6 APPROVED: J.J. UCSV Yf NO SCALE ,� 32A5 SUPCRVV5OR.OH G PRODJCT NO. DAME REYI i SUPPORT SE (IS i • i t D-15.0.4 STAKING INFORMATION D-15.0.4 t I T a FORUER PAD..?ANOROL.E k.,NalahLSTAXING 1. TRANSFORMERS, PADS AND MAWERS ARE most OFTEN POSITIONED AT CR NEAR THE TRENCH CENTERLINE.AS A RESULT THE STAKES ARE USUALLY DUO UP DURING TRENCHING. OFFSET OR FACE STAKES ARE USES TO THE CONSTRUCTION FORCES TO RE-FS'TAHUSH THE LOCATION OF THE FACILITIES AFTER TRENCHING. STAKE CENTER UNE OF R to IHO.E & wARXERS. THE FOLLOVIING SKETCHES ARE EXAMPLES OF FACE STAKING AND OFFSET REFERENCE STAKING.FACE STAKING IS PREFERRED, - PARTiCULARLY FOR TRANSFORMER PADS, SLIT OFFSET REFERENCE STAKES MAY SE NEEDED AT TIMES IF TREES DR OTHER OteSTRUCTIONS PREVENT THE USE VF FACE STAKES_ADDITIONAL STAKES SUCH AS CORNER STAKES WAY SE USED TO SUIT LOCAL. CONDITIONS. 2_ WHERE GRADE STAKES ARE REQUIRED, INSTALL AFTER TRENCHING AT PAD OR }TANOHOLE. D } TRATISFORUER PASO_ NANDHOLE,UARKV,& UANN 'STICKING S I. THE FOLLOWING TABLE ,GIVES'THE DIMENSIONS OF THE CONCRETE TRANSFORMER PADS TO AID IN ACCURATE STARLING. } PAD TVS 111 1. APPLICATION , UX^ITS 6'-8' 5'-0" 30 LF PM W/SEC's UX-116 6'-0" 5--0• 30 3c240 W/O SECT. 8c 30.OF W/SECT LIX-117 4'-a" 4'-7" ALL 1 UX-T 19 S'--10" i0'-6" PAD)ACUt4TEO AUTOTRANSFORMER . UN-T8 /D' 5` FEEDER SPLICE BOX LENGTH AND WIDTH OF CONCRETE PADS # ! FACES CE--L I N t FACE STAKE:r� MARKED 20' DRS EASEMENT LINE—,,, • II IO' t I . ^ TO' LAKED1O'OfS • OFFSET REFERENCE STAKES TIT To PAD EASEMENT UNE c FPL TRENCH SarPviti — ( 1 STAKE MARKED 0' T TX PAD FRONT T I PROPOSED PAD.--\ S AK�EP MARKED Io RA, c� , I NOW iiiiim S*'t+t FPL TRENCH/J A _ t ! FACE STAKE FIGURE 3 FRONT LOT URD CONSTRUCTION FIGURE 4 - FRONT LOT URD CONSTRUCTION FACE STAINING flFF5Er STAKING EASEMENT L1NE-..., PROPOSEp, ... � S • FPL TRENCH-,,,....s. "PROPOSED FPL • ""� TRANSFORMER PAD" F,.ACS tl. i "CORNER OR TX PAD" 5'fAKES '` FIGURE 5 - FRONT I.OT URD CONSTRUCTION PACE SIAM CENTER LINE OF TRENCH STAKES SHOULD SE APPROXIMATELY 50' APART EXCEPT ON CURVES. WHERE 25' OR 30* SEPARATION SHOULD SE 3 NED-Cm STMT.RAO!US CUM THERE SHAll.SE A MUM CF 4 STAKES(PCB FT&2 MK}TO AVOID "CDTIINNu'THE Me V: DIFFERENT MET NODS OF STAKING.SUCH AS A STAKE PER LOT, NAY BE USED IF LOCAL. CONOITIONS REQUIRE THEM. OF P OH St UO DISTRIBUTION SYSTEM STANDARDS . mamma DRAWN Ox= ras . s 9/04/01 UPDATE DRAWING (TITLE AND TEXT) OM JES MA . 0 8J09/9F.. CHANCE PAGE PORM T P110 RA. AS 41M.DATE;8117$198 AP 'ROVED: J.J_1ACIVLW MO SCALE SUPERVISOR,CiijOG PRODL'•Gi' . NO. DATE 1 REASON ORM_t0RAWM.APAR. SUPPORT SERVICES �G Pc) J , C 4 w N ;-' ^ n i" 8-' Pro 4 0 $ g a 0 N' .71 0.0-d )-csP '4 2 °A P t- •—, rn r,0 '-' R COD O' @ • .0 t E 'c • €t 0 0 CAD td 0 CAD p� Q` R. _�}.t •cn HI P izi i n : cr' Pt CrP aaa' 0 n P• a ;!-,.; c=--i• 0 0 4 I . 0. E6 ??... , cm ,..41v3 CD . 0 5 - izr ° i CD ./.- 15, )-4^) Mil ' �' co @ 1.d p.,, CCD , CD 0 P FL' p0 Ra ° c6 ° ° p 0 r b -pi•b cD O r'� W " c� c3 d rn P p' o al o o '� �' cn CD a d ; f� 1 0 cu -4 N. p, r C �' CD Pt ca r-► :-, as 5' .52 , t..) i-4 �`° CD c p O Cr` � • a ti cD CD la) tj gt. F.9. 2. ....; \--1 4`, D o r CD CD li ,a a. 0 5 0 "1:1 0 ,'d 0' 0 5 , t< i-do oil. c, , a. Et� o ' P ic=i 5- G ° c4 tzt 0 o y Hi-t) p _i p N ° R, : G 0 Cj CD W p- Q, 0 0 r�..., 0 O �"�Ei i¢ , 0 ° '• i c D ).( •'ti CD C P gr I 0 *CD 0 C �' ° .1... 6- a � ° p, 0 UP CD r, c/) ,-i- •O • t 1 . 6 W N t~—" P • ° • -o PoW � 1-d pn � �pe) g, , 0 )-d o p W N CCD G w }-3 C) o q o a` 'o o •• ,o c• 0 E a,0 . ‘ -. r) ° ° E '2, l''' . 1 n E1 O n w 0 c',' 9,, i ci O w `� a w En rct O w r-� i-t n �� • al '} H Gj O .0 CD U4 � n 0 • •-1 ° 0 -•-h [:S" e•-■ 0 )45. • Cri P.' ° tt-t 0 q O UPQ r'� w�r CAD C4 1 F� III �' ct � r. , mom' V' 8.. p, i-h DR `O" a +-+ w CD ao� C i N a °,-n C o C co 0*. g. CD o 0 iciD 0• CD ,--,: :CD, 4 0 co P w '-'1 CP ;;". g ,, ,,. R. 0 CAD P ' 0 r6-'' o °cai ; 0 ° !r ) 1 °� ° CD CsP. o E. a 12. ;-t I G' . n P w P 0 rr 2 ! ti n i•CD CP C ti I' C o m P a, 1 D• `� ° U4 p 0 14- P � o ti g• F • CD Pft . CD 0 �' •h i•-+) ° o c w• N o tici 5 0 0 o p, i K' o - C ca a �o ° a aC • rn P 0 P-, En CD CD P O. CD 0 Pr- Cu),r • 0 a ,d sD w R• D p w � c a O C ° E p, O �. (IQ • cn CD o o o 0 cn c• HI 0 CD N a P.. . ' . a I I . - , , • = n --1 > re. 73 E m —I - 1 . 1 • 1 •. =ca -O.g -o i 1 l r M a a Z .4=41- .,, i y e� {_ cn n N m _ _ b y I CO - `o E 0 a ate't N _ � 1.•,-... - x mo o 3• --,¢, C ____ -zz` • c — c v * aCn C � mQrn 'U , t � m � I CD Du=m5co >v rh o am (71 a o = N 0 c'po0ON =D E. 0 P ..s co r0+..O ..,. n n y ' O • e 1L.m . X f 4,,,77/L c.1 O O 11 , 1 c t f.f�.yr r'' m..- K: ,4t4��'Nn I �.' �� r �� q:. sz Cam« - :f� is t5 •w1nY } -- • i - 1f LF ;.f •} 3 Y•3'.s� •�`" •e4�_t:ma y€ z{ A 1 ..-.4...,-A-;,:.' . -- -[k- 1..f i .. a . - -- :• ^ .•.,f ' 4. O O "fi;- . O t ;; ` . C n 6 . 1...i. 1 I I i.,9:!!N t1 ■ ohm ° a r� 31� " =Q� 8 i ��� �� MIN. r1 rn w a s C I %z1 J ; ` ' ! -fi 36" Azo Ft A tI �°�m�cz o' _ f >0r.7 o� 4 u Ul (.6%4.- t. t I : 5 '' o rn N �' • ^S 2g 4' ' L1P — U7 C) z° rn p t ��- a .- '`1 f `a *= -a w n O \ MiN. j N r- is � Zr C II � Qp ao x a� � {� i ® z ` m rn A td) "."'S 'II /,d '� Cdr I i'-',1:3 m n T = (p .,��D. I x i 0• :) -a r a c l <i.R.C) v orn / to a W 6• 8: 0i0 �nc i O• CD � rr• Z C7 t.+l O I N = o rLo a�' o�° Q b ^, z o C7 r*t r-1 J,C G A) • I I • i f • i I •FIGURE 2 I 1 TYPICAL SERVICE I3'A1VHOLE INSTALLATION _ CAPS - .• I FOAL.GRADE i A ___ ECCM M&S#594.61610-4 I i FLJT TA Pe o �t'a Pv c ALL CONDUITS ;-.-c I g,`�' FNS'Y'AT.I,Ei?ON i ONE END OF HH . . 4 i i 2"-90 DEG(24" -I TYPE)BEND M&S#I64-n800-6 i i i FIGURE 2A i . 48" PR AY SPLICE HANDHOLE m-.&S#161-12104-4 ' i 4 f t AL GRADE i _ r ',/ . / \ `iN - ... _ ... •epee \\. ECM \� _: 1 M4LS0590451610-4 . rtIF.Y.Ft�Fs� P�31'�NG `,' PULLr G�MUST T E�� fi HANDROLE BE WIDE T ' ' - 'r"45 DEG(36"R)BEND• . HA St 164-239#5.2 1 • . • FIGURE 3 PAD & CONDUIT DETAELS SINGLE PHASE LOW STYLE FADmotINT TRANSFORMER .< ;>:•„?. 4. CONCRETE TRANSFORMER PAD M&S#162-248 T FINET-1.7:6"MAX ic-ic"-zii. S SERVICE OR SECONDARY P=PRAY PAD CONDUIT OPENING ALL CONDUITS GRADE MAL L•a 1 FRONT ELEVATION OF PAD i, . . ,, i . . 1 • FIGURE 3A i E 1 : . ONE LOW STYLE & ONE.REGULAR STYLE TRANSFORMER i 1 1 144 8n" I 11. 1 1 1 SINGLE PHASE SINGLE PHASE LOW STYLE REGULAR STY LE POWER TX LCGHTING TX Ii I 60" SECOND•RY CABLE TO LIGHTING TX CUSTOMER CONDUIT AREA _ 28112" ''''l !< 28 112" ‘--;-, I.\ i PRIMARY '18,5" OI 1 Q" PRIMARY SECONDARY '� " ,SEC©NDARl�' It 7„A 8., 8" • CL 3 112" (FRONT OF PAD) i i i I i • .. . FIGURE3B SINGLE PHASE LOW STYLE TRANSFORMER l . 48" • of SECONDARY PRIMARY CONDUITS • CONDUITS i . . iii_l_____ 29 H ® 0000 �"MAX 0000 13" V + "I" �4 9 1/2" . 3"MAX X4--8 A 9 • C (FRONT OF PAD) F!GURE3C 3C . TWO LOW STYLE TRANSFORMERS k • 80" E .• SINGLE PHASE SINGLE P1-ASE - . LOW STYLE LOW STYLE POWER TX LIGHTING TX I i 60" ' i FPL SECONDARY CABLE TO LIGHTING TX SEC/CUST.CONDUITS • f I HIE-\--28 1/2"/2"= }I 28 112" ►1 PRIMARY 1 �o 8888 - 13" SECONDARY 9„� SECONDARY PRIMARY• . • • 7,. A •� g �,.. q 82-10.1 00si3° t 7" . u p.r CL t t1n • 1r CL (FRONT OF PAD) MULTITAP CONNECTORS IN - UN-19.0.0 HANDHOLE (30"x4a"X36") UN-19.0.0 FOR CONNECTING 2 TO ,5 SERVICES AND 1/0 PRIMARY SPLICE BOX MULTITAPS ` 48" �Gi ��FC/� - .A '' iii , /. .i - ;,A .b vG‘);C N 16,1614111:16161 PLUG N, I]` SECONDARY allia= SERVICE i i�rii III 1111111111111•111 SERVICE HOLDER, FUSE \i'm Pt; ` ç' FUSE& SEAL FOR STREET LIGHT CIRCUIT, IF 1111 11" yOT �� \;`ice 4,G REQUIRED (DCS H-7.0.1) NOTE: KNOCKOUTS G WILL ACCOMMODATE FOR EASE OF INSTALLATIONS TRAIN THE CABLES 5" PVC 2 KNOCKOUTS ABOVE GRADE, INSTALL THE MULTITAP CONNECTORS, . EACH SIDE THEN INSTALL INSIDE HANDHOLE HANDHOLE ELEVATION I CONNECTION DIAGRAM HANDHOLE USED FOR (EXPANDED) SECONDARY SERVICE NYLON SLING ' /(FPL) LIFTING EYE NOTE: FOR SPLICE /-1/0 SPLICE DETAILS SEE DOS 35" f UE-19.1.1 & UE-19.1.2 I i ��PLUGS III LIFTING DETAIL HANDHOLE MAY BE LIFTED WITH OR WITHOUT COVER IN PLACE 1111111J HANDHOLE ELEVATION IN NOTES: 1. MAXIMUM 1 SECONDARY CONDUIT WITH 2 TO 5 SERVICES. HANDHOLE USED AS A 1/0 PRIMARY SPLICE BOX 2. MAXIMUM 3 SPUCES. 3. PROVIDE GROUNDING FOR ANY RUN GREATEF THAN 950 FT. 4, 6-PORT MULTITAP CONNECTOR M & S ul63-017-502 WILL ACCOMMODATE CABLE FROM 1/0 TO 750 MCM, COPPER OR ALUMINUM. EXAMPLE: 5. WEIGHT: FOR 750 SEAL 2 PIECE LID = 82 LBS. EACH Y BODY = 190 LBS. BEST HERE 6. LIFTING: COVER MAY BE LIFTED WITH THE HANDHOLE LID LIFTER Q (HOOK) TOOL M&S #593-930-021 PI 8 7. COMPLETE HANDHOLE, INCLUDES COVER M&S #162-121-004 C m N C N 8. REPLACEMENT COVER M&S #162-121-012 M — 9. HANDHOLE SHOULD NOT BE EXPOSED TO VEHICULAR ' TRAFFIC, SUCH AS STREETS, PARKING LOTS, OR DRIVEWAYS. "104 10. FOR DRIVEWAY LOADING HANDHOLE 32'X50"X36" DEEP, TAPERED INSIDE USE M&S #162-122-892. (UX-202.0.0) APPROXIMATE WEIGHT 2,663 LBS. MULTITAP CONNECTOR M&S 163-017-502 FLOOD SEAL SUPERSEDES UN-19.0.0 LAST REVISED ON 9-30-94 FPL U. 5 6/16/05 UPDATE NOTES RJO ELS JJM 011 & UG DISTRIBUTION.SYSTEM STANDARDS N 4 11/18/03 UPDATE NOTES RJO ELS _JJM 3 7/16/01 UPDATE DRAWING (NOTES) RAP JES JJM ORIGINATOR: SMS DRAWN BY: SIRS 2• 9/27/99 UPDATE DRAWING (NOTES) RAP JES JJM 1 8/09/96, ADDED EMS & NOTES 9., 10, & 11 SMS RAS JJM DATE;9/30/94 APPROVED: J.J. MCEVOY NO SCALE SUPERVISOR, OH/UG PRODUCT NO. DATE REVISION ORIG.(DRAWN APPR. SUPPORT SERVICES '• I . , . . . . . . FIGURE4 .• . • i .#,2C 1NSTALLATl0N ' When installing conduit only(cable to be puffed later),a single#12 copper insulated wire is to be direct buried in every trench 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'ECM markers should be used to mark the • conduit ends. • CAP..e, _ - `w-.-, 1-Si NYLON TIE I - INSULATED WIRE - algai! MS 115-09300-g . . GRADE ..e if • . PVC CCNDUmT j WHERE TO INSTALL#12C WIRE FUT PRI(YES) FUT HH FUT SEC(NO) Fur T sVC(YES) /ECM ., TO RISER C..... C RkS!{I A ST v 44-tu'sEC t. V FLIT HH.... •.c C Frin rNc_------PNC•..- TO NEXT TX . C...-\ C E FUT SEC(YES) ECM PRI&2 FUT SVC(NO) ECM • . . • DRAWING SYMBOLS . CUSTOMER INSTALLED CAP MAX. T`r4,— PAD MOUNTED SWITCH FPL INSTALLED FPL POLE 3° GRADE E.N.N...NIIINI) ' 1 in I I I I I BilA V 7 CUSTOMER INSTALLED 2 PVC BEND 90', 5 36" RADIUS • CUSTOMER INSTALLED FPL INSTALLED 2' PVC BEND 45', 36' 5" CONDUIT RADIUS CAP END. TYPICAL PVC CONDUIT BEND TYPICAL CONDUIT ENTRANCES AT RISER POLE INSTALLATION TO PAD MOUNTED SWITCH SYMBOLS CONDUCTORS - PRIMARY EXITIN9 PROPOSED FPL OWNED, IN CONDUIT, WITH CONDUCTOR SIZE, METAL, --f-PNC--1-' -f--PNC--+ RATED VOLTAGE LNSULATION AND NEUTRAL INDICATED. CONDUCTQR$ -- SECONDARY - STREET LIGHT FPL OWNED, IN CONDUIT, WITH CONDUCTOR SIZE, METAL III 1/OA III -iff-r--H�- AND INSULATION INDICATED (HM/HO TPX SHOWN). SERVICE LATERALS THREE-WIRE SECONDARY SERVICE, FPL OWNED IN CONDUIT 3-2C RN 1/OA PPPX WITH CONDUCTOR SIZE, METAL, INSULATION AND JACKET' INDICATED, _• EMPTY CONDUIT C —C'^"-c- i PADMOUIITED IRAFISFORMER$ • • PADMOUNTEO TRANSFORMER, 10, WITH kVA RATING a 15 D B 15 (FRONT, OR TERMINAL CHAMBER, IS SMALL RECTANGLE AT RIGHT END OF.SYMBOL.. PRIMARY PHASE INDICATED) TRANSFORMER STYLE SHOWN AS FOLLOWS: (RS)'- REGULAR SIZE - 42" + HIGH, (OF) - DEAD FRONT - 32 " + i HIGH, (LS) - LOW STYLE - 24" + HIGH. STRUCTURES ELECTRONIC CABLE MARKER AND OR SPLICE PIT (BURIED) SERVICE HANDHOLE P • • • • APPENDIX A UN-27.0.0 .RECOMMENDED PRACTICES FOR FIELD JOINING UN-27.0.0 OF PVC CONDUIT (USING 'CLEAR SOLVENT CEMENT) AND PVC CONDUIT INSTALLATION • FIELD JOINING 1. EXAMINE EACH LENGTH OF CONDUIT AND ENSURE THERE ARE 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 REQUIRED). • REMOVE ANY BURRS AND BEVEL ANY SHARP EDGES. WIPE DRY WITH A CLEAN, DRY CLOTH. 3. APPLY CEMENT (M & S #522-14100-7) UNIFORMLY ON INSIDE OF BELL OR FITTING. APPLY UNIFORM COAT OF CEMENT ONTO CONDUIT END. DO NOT POUR, SPLASH, OR GLOB•CEMENT ONl • 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. . i 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 INSTALLATION ' I 1. LAY CONDUIT RUN INTO TRENCH. DO NOT KICK, THROW OR SLAM 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. • 4. 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, (NOTE: NO CONDUIT RUN SHALL BE ACCEPTED AS PROPERLY INSTALLED UNLESS FREE PASSAGE IS OBTAINED AND VERIFIED BY FPL SUPERVISION.) y< OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: CM DRAWN BY: 90 DATE:9-30-94 APPROVED: R. J.SALESKY NO SCALE SUPERVISOR.01-V UG PRODUCT NO. DATE REVISION ORIG. DRAWN`APPR.I SUPPORT CES • • • . APPENDIX B • UV-12.0.0 IDENTIFICATION OF uNDER •ROUN0 •UV-12:0.0 CABLES AND VACANT. CONDUITS • GENERAL ALL UNDERGROUND CIRCUITS SHOULD BE IDENTIFIED WHERE APPLICABLE AS FOLLOWS: • PEE DER NUMBER SWITCH NUMBER PHASE • CONDUCTOR SIZE, METAL, TYPE INSULATION AND VOLTAGE RATE (IF NOT SAME AS OPERATING VOLTAGE) 1 SOURCE OR DIRECTION OF FEED OWNERSHIP ADDRESS OF BUILDING SERVED - • TIM NUMBER DATE OF FAILURE ON SECTION OF CABLE(DIRECT BURIED ONLY) ANY UNUSUAL CONDITIONS. I.E. CABLE IN CONDUIT, PARTIALLY IN CONDUIT, DIRECT BURIED, ETC. . ALL CIRCUITS AND VACANT F . ACANT CONDUITS SHOULD 8.. APPROPRIATELY IDENTIFIED AT EACH TERMINAL OR SWITCHING POINT AND ALL INTERMEDIATE LOCATIONS SUCH AS VAULTS, MANHOLES, PAD MOUNTED TRANSFORMERS, OR HANDHOLES. WHEN THE CIRCUIT OR VACANT CONDUIT IS OWNED BY OTHER THAN FLORIDA POWER & LIGHT COMPANY, SHOW CUc T ON APPROPRIATE TAG. IF NECESSARY INFORMATION CANNOT BE SHOWN ON ONE TAG, USE ADDITIONAL TAGS. '• INFORMATION WILL BE PLACED ON APPROVED TAGS SHOWN BELOW IN THE MANNER DESCRIBED FOR THE PARTICULAR CONDITION. 3/16" HOL o - 0 1/4" HOLES 'IMPORTANT • -1/2"D. WHITE USE INDELIBLE o ° 2" ".. MARKING PEN 2" PLASTIC TAG ONLYL i - ROUND ° 1 (M&S#549-37800-8) (50100#-4)549 010#54) • • M&S #549-34000-1 I USE MARKING PEN , ALUMINUM TAGS 3 (M&5#549-50100-4) ...---2-1/2.1--. (USE STEEL STENCIL) RECTANGULAR M&S #549-34100-7 . SERVICE OWNERSHIP TAGS PLACE INSIDE METER CAN. USE TIE WRAP TO ATTACH TAG TO CONDUCTORS. PRINT ADDRESS USING MARKING PEN (M&S #549-50100-4) • 0 0 1/4" HOLES. ■ FPL OWNED i CUSTOMER I OWNED 2" PLASTIC TAG 2" (IA&S #549-37800-8) ADDRESS I ADDRESS, 1.---2-1/2':—..1 1.--2-1/2'?-1.1 UNDERGROUND DUCT & MANHOLE SYSTEMS USE ALUMINUM TAGS, AFFIXED TO CABLES WITH #12C-TW ON ALL CIRCUITS IN UNDERGROUND SYSTEMS, SUCH AS SUBWAY VAULTS, MAN- HOLES, RISER POLES, ETC. ROUND ALUMINUM TAGS ARE FOR FEEDER NUMBER AND PHASE IDENTIFICATION. RECTANGULAR ALUMINUM TAGS ARE USED FOR ALL OTHER IDENTIFICATION PURPOSES FOR EXAMPLE, ON ISOLATED NEUTRAL CONDUCTORS OF PILC CABLES, ETC. j DIRECT BURIED AND CABLE IN CONDUIT SYSTEMS USE ALUMINUM TAGS FOR CUSTOMER I.D.AS INDICATED ABOVE FOR LOCATIONS THAT WILL BE SUBJECTED TO SUNLIGHT. USE PLASTIC TAGS FOR.URD CABLE TERMINATION TAGGING AND AT OTHER LOCATIONS SUCH AS PADMOUNTED TRANSFORMERS AND HANDHOLES. ALLOW 10 SECONDS MINIMUM DRYING TIME TO PREVENT SMEARING. FASTEN PLASTIC TAG TO CABLE WITH T(-RAP (M&S #534-25000-1), EXAMPLE OF MARKING SECONDARY CABLES • SV TO 3928 m a FUTURE 5 ST.'LT. STREET ADDRESS • ST. LT. TO N&W ( ) ; �1�3500 3800 ii 2 LLGHTS , Ic92� t_i ` � HOUSE ADDRESS NUMBEP,TO HH TO TX TO HH TO HH ii ON,EACH 5V lN51DE TX, EAST . WEST EAST WEST I MULTITAPCO CONNECTORS 'Xf HOUSE ADDRESS NUMBER • TO METER OR • Y l'1'O JUNCTION TO 1st JUNCTION •N WE BOX WEST I H O 0 TX O BOX TO HH • 3988*' 3988* _ WEST 0 TX EAST WEST I 0 ��fiE% WEST TO 2nd TO HH .ARALLE I as SUPERSEDES UV-12.0.0 LAST REVISED ON 3-15-91 EAST * STREET ADDRESS OF P L ' PARALLE NUMBER ON EACH SERVICE OH & UG DISTRIBUTION SYSTEM STANDARDS.• • • ORIGINATOR: RJO DRAWN BY: MIX CHANGE)PAGE FORMAT AND DATE:9-30-94 APPROVED; •R.,1 SALESKY NO SCALE 0 9-30-94 REVISED NOTES AND DIMENSIONS RJO MLG RS SUPERVISOR. DH/L>O PRODUCT INO. DATE REVISION ORIC,(DRAWN APR. SUPPORT frames • • • C-32.0.2 TYPICAL INSTALLATION OF 15 DR 25 KV C-32.0.2 S & C TYPE PME DEAD FRONT THREE PHASE PAD MOUNTED SWITCHGEAR m_______ t 0-•"' ~ C ari.i,__;It.�_;� H GROUNDING Viriiiiell� �J BAR-FURNISHED.L i& IN SWITCHGEAR. 1�li ��air�1sri-=;1*---ill /uRrim r1maa1t1anotar a ..''.1111E1111111111119111017111911 6" wry ..• • / � �PLUG HOLES �i'J fe WITH CONCRETE FPL GND ROD-'© if # 35°lv+(IN. AFTER INSTALLATION. • ALTERNATE ,o. LOCATION '•` SEE NOTE 9 22 9/2' 22 1/2' DIMENSIONS (INCHES) WEIGHT SWEEP SWEEP TYPE W 0 H IN LBS.' INSTALL DUCT SEAL PME-9 75 67 50 2300 PER UN-29.0.0, 15 KW PME-11 75 73 50 2350 i 600 AMP FEEDER SIDE PME-10,75 73 50 2400 SECTION A-A 25 KV PME-9 84 82 56 2900 PME-11 84 88 1/2 56 2950 PME-10 84 88 1/2 561 3000 r- W I + ADD 150 LBS. FOR STAINLESS STEEL. I r� _tI Vr I �r, lt ',,,,Ii !II-, ._!r al ,'64I-111 • , � �; I;'!; t i ( GROUNDING RINGS-FURNISHED • tw ; i i I i IN SWITCHGEAR. 13 �t� umunwrj , il.l�l�l�lRI1• vwe • /� f , FIS I, •4 . «Ill 2" PVC INSTALL DUCT SEAL ON ALL DUCTS PER UN-29.0.0. FUSE SIDE (PME-9 SHOWN) SECTION 1B-8 eF P T OH & UG DISTRIBUTION SYSTEM STANDARDS UPDATE DRAWING ADDED PME-10 ORIGINATOR: RWS DRAWN E1: JAG 2 7/21/01 AND CHANGED SOME TEXT RAP JES JJM ADDED ARROW TO INCLUDE 3Of83 APPROVED R.J.SALESICY NO SCALE 1 9/3O/94 TOP CHAMBER SECTION 03 RJO SAO RJS DATE,6/30/93 DIRECTOR,OISTRIEUI1ON ENGINEERING. 'NO.. "DATE' • ' 'REVISION ORIG. DRAWN APPR. AND OPERATIONS SERVICES • d fi . . C--32.0.3 TYPICAL INSTALLATION. OF 15 OR 25101 C--32,0.3 S&C TYPE PkE DEAD FRONT • . • THREE PHASE PAD MOUNTED SWITCHGEAR D coo C ■ 4 O \ `• a � CONCENTRIC NT RIC r NEUTRAL WIRES I I 15 . 496.. 11111 Ell ADAN.07--- • SIDE VIEW *�b 4 SECTION C-C NOTES: . 1. WHEN CHANGING OUT A LIVE FRONT PAD MOUNTED SWITCH TO A DEAD FRONT PAD MOUNTED SWITCH, IT IS IMPORTANT TO ENSURE THAT THE REPLACEMENT DEAD FRONT SWITCH HAS THE SIX INCH ADAPTER BASE SPACER. THE NEW SWITCH MUST BE INSTALLED WITH THE SAME ORIENTATION AS THE OLD SWITCH IN ORDER TO ENSURE THAT THE ADAPTER BASE SPACER MATCHES THE NEW SWITCH CORRECTLY TO THE ORDER, SMALLER SIZED PAD, NOTE: TT IS NO LONGER REQUIRED TO CHANGE OUT THE TOP PAD PORTITION OF THE CHAMBER. USE 600 AMP REPLACEMENT ELBOWS (M & S # 163-50256-7), AS SHOWN IN DCS UH-40,0.0, FOR THE FEEDER CABLES AND 200 AMP REPAIR ELBOWS (VARIOUS M & S NUMBERS), AS SHOWN IN UH-78.0.0 FOR THE LOOP SIDE PRIMARY CABLES. 2. CABLES MUST NOT BE IN CONTACT WITH THE EDGE OF CHAMBER FOOTING. TOP VIEW SHOWS CORRECT ROUTING FOR FEEDER CABLES THAT IS NECESSARY TO PROVIDE FOR CABLE MOVEMENT. 3. PRIMARY CABLES MUST BE ABLE TO REACH PARKING LOCATIONS. 4. ALLOW SUFFICIENT LENGTH OF CONCENTRIC NEUTRAL TO REACH GROUNDING BARS AND PERMIT FREE MOVEMENT OF ELBOWS. 5. BRASS STUDS FURNISHED WITH THE 600 AMP ELBOW KITS MUST BE INSTALLED AND TIGHTENED SECURELY(55 FT. LBS.) IN THE 600 AMP BUSHINGS.THE SHORT THREADED END OF THE STUD GOES INTO THE BUSHING. SEE UH-41.0,1 AND UH--41.0.2 FOR 600 AMP ELBOW DETAILS. 6. INSTALL BOO AMP 30 FAULT INDICATORS ON EACH SET OF' FEEDER CABLES. SEE UV-14.0,0, UV-14.0.1, UV-14.0.2 7. LOOP SIDE PRIMARY CABLES (#1/0A) MUST GO THRU CABLE GUIDES TO AVOID CONFLICT WITH FUSE DOOR WHEN IT IS ROTATED TO OPEN. 8. CABLE SPOOLS (2 1/2") SHOULD BE USED ON THE FEEDER CABLE TO CORRECTLY POSITION THE CABLES FOR EASIER INSTALLATION OF THE BOLT-ON ELBOW TERMINATORS ON TO THE 600 AMP BUSHINGS, THE 600 AMP ELBOWS MUST BE BE INSTALLED PERFECTLY STRAIGHT (VERTICALLY AND HORIZONTALLY) ONTO THE 600 AMP BUSHINGS TO PROPERLY ENGAGE THE THREADS.THE SPOOLS ARE TO BE BOLTS THRU EXISTING HOLES BOLTED TO THE BOTTOM FLANGE MANUFACTURER. THE TSW CH COMPARTMENT WALL WITH 3/8 X 1 1/2" 9. MAKE CERTAIN OF CABLE LOCATIONS BEFORE DRIVING GROUND RODS. WHEN INSTALLING GROUND RODS IN ALTERNATE LOCATION, INSURE THAT BOTH THE TOP OF THE ROD AND THE#4C WIRE ARE AT LEAST 3" BELOW GRADE AND ARE COVERED. EXISTING 3/4" HOLES SHOULD BE USED IF AT LEAST 3" BELOW GRADE. 10. APPLY CAULKING COMPOUND TO SEAM BETWEEN PAD MOUNTED SWITCH AND PAD CHAMBER. 11. UNUSED FUSE POSIRONS MUST HAVE BUSHINGS & PROTECTIVE CAPS INSTALLED, UNUSED FEEDER POSITIONS MUST HAVE BOO AMP PROTECTIVE CAPS (Macs #163-64500-7). 12.AFTER THE PADMOUNTED SWITCH IS INSTALLED,THE LIFTING BRACKETS MUST BE REMOVED AND STORED INSIDE THE CABINET OR TURNED DOWN SO THAT THEY DO NOT PROTRUDE ABOVE THE TOP OF THE CABINET. 13.ENSURE THAT,THE"CAUTION" LABEL (M&S #548-56010-4) IS INSTALLED ON EACH SIDE OF THE SWITCH HAVING ACCESS TO THE HIGH VOLTAGE SWITCH AND/OR THE HIGH VOLTAGE FUSE COMPARTMENTS PER DO'S Z-35.0.0. 14.SEAL DUCTS PER UN-29.0,0. SUPERSEDES C-32.0.3 LAST REVISED ON 9-30-S4 . •FPL OH & UG DISTRIBUTION SYSTEM STANDARDS 3 8/20/02 UPDATE DWG.(NOTE 1) CEA JES IN ORIGINATOR PMG DRAWN 9Y: PAS 2 8/13/01 UPDATE DWG.(NOTES 10, 12, 13,do 14) CEA, JES JJM 1 8/09/96 ADDITION TO NOTE 11 PMG RAE JJM DATE; 9/30/94 APPROVED: J.J.MCEVCY NO SCALE SUPERVISOR, OH UG PRODUCT • NO. DATE REVISION ORIG. DRAWN APPR, SUPPORTS ''ICES , I. • I i • 1 t • i• TYPICAL INSTALLATION OF 15 OR 25KV C-3 .0.4 C-32.0.4 S&C TYPE •PME DEAD FRONT . • THREE PHASE PAD MOUNTED S•PP'ITCHGEAR MATERIAL LIST ,ITEM DESCRIPTION QUANTITY M&S NO. PME-9 (2-THREE PHASE FEEDER STANDARD 270-67400-7 -05 ONS AND 6 FUSE POSITIONS I ST•IN SS STEE 270-674.-6 15KV PME-11 3-THREE PHASE FEEDER STANDAR• 270-679'O-9 C . SWITCHGEAR -OSITIONS AND 3 FUSE POSITIONS 1 STAINLESS STEEL 270-67901-7, PME-•0 4-THREE PHASE FEEDER STANDARD 270-683-000 I POSITIONS AND NO FUSE POSITIONS 1 STAINLESS STEEL 270-683-050 1 PME-9 (2-TrHREE PHASE FEEDER STANDARO 270-67200-4 ' POSITIONS AND 6 FUSE POSITIONS 1 STAINLESS STEEL 270-67201-2 I 25KV PME-11 (3-THREE PHASE FEEDER STANDARD 270-68100-3 j SWITCHGEAR OSITIONS AND 3 FUSE POSITIONS 1 STAINLESS STEEL 970-SA1A1-1 PME-I0(4-THREE PHASE FEEDER STANDARD 270-684-000 I POSITIONS AND NO FUSE POSITIONS 1 STAINLESS STEEL 270-684-050 • 2 IPAD(TOP SECTION ONLY)FOR REPLACING FOR 15KV 1 162-12203-5 '' LF 98TH DF FOR 25K 162-12205-1 V 3 PAD do CABLE CHAMBER (TOP&BOTTOM SECT.) FOR 15KV 1 162-12201-9 FOR 25KV 162-12202-7 4 DEAD FRONT TERMINATOR,1000 KCMIL AL 15KV VARIES 163-6390-7 5 LOADBREAK BUSHING,200 AMP 15KV I VARIES 163-86700-1• 25KV 163-86400-1 • 6 ELBOW TERMINATOR,1/0 AL 15KV VARIES 163 163-50200-1 25KV I PROTECTIVE CAP 200 AMP (15KV SWITCHES ONLY) VARIES • 163-02200-0 i • 7 ELBOW SURGE ARRESTER (25KV SWITCHES ONLY) VARIES 334-01500-5 I 8 SME-42 FUSE HOLDERS 15KV VARY 531-56150-1 • 25KV 531-56310-5 FUSES: REFILL UNITS FOR SME-4Z,SM-4Z&SML-4Z FUSE HOLDERS I 20 AMP 531-38700-5 10 AMP 531-32700-2 30 AMP 531-38800-1 15 AMP 531-32900-9 50 AMP 531-38900-8 20 AMP 531-32900-5 i • 65 AMP 531-39500-5 30 AMP 531-33000-3 NOTE THE FUSE REFILLS 1 • 9 151CV 80 AMP 531-39501-6 25KV 40 AMP 531_33100-0 ARE THE SAME AS I 100 AMP 531-39800-4 50 AMP 531-33200-6 125 AMP 531-39800-7 65 AMP 531-33300-2 THOSE USED IN 150 AMP 531-40200-4 8O AMP 531-33400-9 LIV`,,FRONT SWITCHES � 175 AMP 531-40300-1 100 AMP 531-33500-5 200 AMP 531-39000-6 125 AMP 531-33700-8 •150 AMP 531-33800-4 I 175 AMP 531-33900-1 200 AMP 531-34000-9 10 WIRE#40 SOB [ 6 112-30900-0 I 11 CONNECTOR, GROUND ROD, CLAMP TYPE I 1 120-03610-6 COPPERWELD GROUND RODS AS REQUIRED 130-61400-5 I 12 GROUND ROD COUPUNGS VARIES 130-40510-4 I 13 #4/00 CABLE,600V 27 110-10106-1 . 14 CONNECTOR #4/0 COPPER CABLE TO FLAT 6 120-87100-5 15 CONNECTOR, COPPER TO COPPER, BOLTED PM E-9 19 102-80000-2 PME-11 19 PME-10 25 • I 16 LOCK STANDARD PADLOCK, SMALL PME-9 4 546-24601-1 PME-11 5 PME-10 6 - 17 CABLE SPOOL,2 1/2" PME-11 9 160-30600-7 PI4E-1 D 12 1• -• 18 BOLT,3/8"X 1 1/2"(FOR SPOOLS) SPOOLS . 161-47900-2 19 NUT, 3/6"(FOR SPOOLS) • SAME AS • 161-45000-4 I •20 WASHER FLAT 3/8"(FOR SPOOLS) SAMt.AS 145-35900-6 SPOOLS 21 LCCKWASHER,3/8"(FOR SPOOLS) SAME 161-52400-8 22 FAULT INDICATOR, 800 AMP,3 PHASE PME-1 3 183-29700-9 • PME-ID 4 • SUPERSEDE C-32.D.4 LAST REVISED ON 9-30-94 :9' , 1 %fib •• 7,1 • 600 AMP BUSHINGS 15KV 274-00200-3 �� P T 25KV 274-0300-0 j' ,j•t 200 AMP BUSHING WELLS 25KV 274-00320-4 OH & UG DISTRIBUTION SYSTEM STANDARDS • M ORIGINATOR: PMG DRAWN 8Y: RAS . 2 08/06/01 ADDED PMME-10 SWITCH CEA JES JIM 9/30/94 APPROVED: J.J.MCEVOY NO SCALE • 1 '8/09/96 ADDITION TO REM 12 PMG RAS Jai SUPERVISOR,0H/UG PRODUCT • NO. • DATE REVISION 0980. DRAWN APPR. SUPPORT SERVICES • 1. 1 • i , • J--4.0.2 TYPICAL INSTALLATION OF 25 KY J-4.0.2 S & C.' DEAD FRONT .S�4'ITCHGEAR AND . THREE PHASE PAD-MOUNTED CAPACITOR BANK . •• NOTES& • 1. INSTALL 92' X 92' PRECAST PAD CM & S 162-25100-5) 2, DRIVE GROUND RODS & ATTACH #2 CU GROUND Ti] GROUNDING LUGS, 3, INSTALL URD CAPACITOR BANK CM & S 223-38800-1) ON PAD, 4. INSTALL ROTATABLE FEED—THRU BUSHING 25KV CM & S 163-25000-2) ON EACH BUSHING, 5. INSTALL 200 AMP ELBOWS ON ROTATABLE FEED—THRU BUSHINGS. . 6, INSTALL 18KV ELBOW ARRESTERS CM & S 334-01500-5) ON ROTATABLE FEED—THRU BUSHINGS. 1 ll 1 Ei • , 1 111 J CAPACITOR CABINET SWITCH CABINET :. ' o.�3u° 7.011 • IRIS) t"� t„) II II li 0 . .1.....,...„....,, 4 Itrilleilleil CiiiyCC3J CifyC'11 Ci�4iiJ .v.vv � / NSMOVP.•.a• ill It 1 .. mUJj \ i , . T...---Litt- T .t.:::,.= . vabh.„. --mihk.....N\ _ I- Alibh, .,..,. II • ' Il 3#1/0 AL XPE 25KV CABLES IN 1-4' CONDUIT MAXIMUM OF 100 FEET F P L , • OH & UG DISTRIBUTION SYSTEM STANDARDS . ORIGINATOR: LW • DRAWN SY: J.SHOUP DATE:07/28/01 APPROVED: J.J.MCEVOY NO SCALE SUPE..RVISOR.OH/UG PRODUCT NO.- DATE . REVISION ORIG. DRAWN APPR • SUPPORT SERVICES • ** NOTICE**** 1 -CALL SUNSHINE 1-800-432-4770 48HOURS BEFORE YOU DIG FOR UNDERGROUND LOCATIONS. - NOTIFY FPL REP. FOR INSPECTION OF TRENCH DEPTH &PVC INSTALLATION PRIOR TO • BACKFILLING TRENCH. . POLE .. • • {GONG.!WOOD) . FPL CONCRETE • 3"MAX. ..---c i' + . . . FINAL GRADE . TRANSFORMER PAD } ',/ff -Kt• ;-::::::,- -:Ei:E::ii:: /1-, ,77/ • //1/7 /. '/. I t -- 36" MIN. COVER 90° BEND • =_=:_ • FROM FINAL 36"RADIUS 1 -_____=_ 36"MIN. GRADE TO TOP FPL �" PVC OF CONDUIT _:,:(i.:.:::::::: :::::::v .._.- . coNDUIT _, . . ...... ..:::::::::::::::::„K.,______ • IF REQUIRED: 1 BENDS AT RISER POLE TO BE /f� 12" MIN. SEPARATION E • NCASED IN CONCRETE WITH ' FROM FPL CONDUIT TO 4-80LB. BAGS OF SAKRETE. FOREIGN UTILITY WITH FORM CONCRETE ADJACENT WELL TAMPED EARTH I• TO POLE AND AT SURFACE. I GRADE--�*_ ^ /f USE 5 BEND SEGMENT TO 2-0 FOREIGN UTILITY � ELECTRONIC MAX.PASS UNDER OR OBSTRUCTION OBSTRUCTION IF MARKER i REQUIRED. -i'° tM----------1 AS REQUIRED =It 12" MIN.SEPARATION OF WELL TAMPED EARTH - END PLUG . FPL CONDUIT CROSSING UNDER-A FOREIGN UTILITY NOTES: DUCT END MARKING • BACK-FILL WITHIN 4"OF THE CONDUIT TO BE FREE (IF REQUIRED) OF MATERIAL THAT MAY DAMAGE CONDUIT • SYSTEM(BOARDS, ROCKS LARGER THAN 1" IN • DIAMETER, DEBRIS, ETC.) + IF COMPACTION OF TRENCH ROUTE IS REQUIRED FOR PAVING,ETC. BEGIN MACHINE COMPACTION 6"MINIMUM ABOVE CONDUIT. /.. ��. // /214 + WHERE 36"OF COVER CANNOT BE MAINTAINED, 30"OF COVER WILL BE ALLOWED WITH 3" OF ,z 12"MINIMUM 2 5 _'. HORIZONTAL CONCRETE ENCASEMENT AROUND THE CONDUIT. fo O SEPARATION (N.E.S.C. RULE FOR PRIMARY VOLTAGES) `v)f 0 f-•- + INSTALL A CONTINUOUS LENGTH OF PULL STRING OR EIGN IN ALL CONDUIT RUNS. . FPL • �� FOR UTIEIG MATERIAL LIST 5" PVC SCH 40 CONDUIT CONDUIT------11 20' LENGTH (BELLED END) 164-33800-1 INSTALLATION OF FPL CONDUIT 90°BEND 36" RADIUS 164-25250-5 PARALLEL WITH-OR-IN A SHARED TRENCH 90° BEND 48" RADIUS 164-25200-9 WITH A FOREIGN UTILITY. 45°BEND 48" RADIUS 164-61400-8 • 5°BEND SEGMENT 164-56100-1 22.5°SWEEP 12'-6" RADIUS 164-13000-1 , STRAIGHT COUPLING 164-44900-7 • REPAIR SLEEVE 6' LONG 164-47530-0 FPL SUPPLIED 5" PVC CONDUIT END PLUG 164-53500-1 TYPICAL CUSTOMER INSTALLATION DETAILS ELECTRONIC MARKER 590-61601-5 (PORTIONS OF UN-6, UN-15,CONC. &PAD DETAILS) . **** NOTICE***" . -CALL SUNSHINE 1-800-432-4770 48HOURS BEFORE YOU DIG FOR UNDERGROUND LOCATIONS. - NOTIFY FPL REP. FOR INSPECTION OF TRENCH DEPTH & PVC INSTALLATION PRIOR TO BACKFILLING TRENCH. POLE • (CONC.!WOOD) 3„MAX. FPL CONCRETE--�� --G + FINAL GRADE • - TRANSFORMER PAD . ',7- A :::::,i -,' / / // // . / / le / • .; 36"MIN.COVER 2-46°BENDS FROM FINAL . 36" RADIUS •. 36"MIN. GRADE TO TOP FPL 2" PVC "`:_ i` _ _ OF CONDUIT := �:_ :_ � CONDUIT_r;_Y IF REQUIRED: • ) , BENDS AT RISER POLE TO BE-) / 12"MIN. SEPARATION ENCASED IN CONCRETE WITH . "�/�f FROM FPL CONDUIT TO 4-80LB. BAGS OF SAKRETE. FOREIGN UTILITY WITH FORM CONCRETE ADJACENT WELL TAMPED EARTH TO POLE AND AT SURFACE. GRADE-- * FLEX PIPE TO PASS UNDER }f�' FOREIGN UTILITY �v • OBSTRUCTI O N IF RE UIRED. ELECTRON{C MAX.4`-0 OR OBSTRUCTION • AS REQUIRED 12"MIN. SEPARATION OF WELL TAMPED EARTH FPL CONDUIT CROSSING UNDER A FOREIGN UTILITY `-END PLUG • DUCT END MARKING NOTES: (IF REQUIRED) + BACK-FILL WITHIN 4"OF THE CONDUIT TO BE FREE OF MATERIAL THAT MAY DAMAGE CONDUIT SYSTEM (BOARDS,ROCKS LARGER THAN 1" IN DIAMETER,DEBRIS, ETC.) • • IF COMPACTION OF TRENCH ROUTE IS REQUIRED rf������/ /�/�������� FOR PAVING, ETC. BEGIN MACHINE COMPACTION � �f 6" MINIMUM ABOVE CONDUIT. zl 12"MINIMUM + WHERE 36"OF COVER CANNOT BE MAINTAINED, 5 - HORIZONTAL IMUM 30"OF COVER WILL BE ALLOWED WITH 3" OF M o SEPARATION CONCRETE ENCASEMENT AROUND THE CONDUIT. �/ (N.E.S:C. RULE FOR PRIMARY VOLTAGES) i OR + INSTALL A CONTINUOUS LENGTH OF PULL STRING. FPL • / `, FOREIGN IN ALL CONDUIT RUNS. UTILITY CONDUIT---1 • INSTALLATION OF FPL.CONDUIT MATERIAL LIST 2"PVC SCH 40 CONDUIT . • PARALLEL WITH-OR-IN A SHARED TRENCH 20' LENGTH (BELLED END) 164-33100-6 WITH A FOREIGN UTILITY. • 90°BEND 24" RADIUS 164-23800-6 45°BEND 36" RADIUS 164-23945-2 45° BEND 24" RADIUS • 164-23900-2 • STRAIGHT COUPLING 164-47000-6 FPL SUPPLIED 2i' PVC CONDUIT REPAIR SLEEVE 4"LONG 164-47520-2 END PLUG 164-54800-5 TYPICAL CUSTOMER INSTALLATION DETAILS ELECTRONIC MARKER 590-61601-5 (PORTIONS OF UN-6,UN-15, CONC.&PAD DETAILS) 1 • UX-108 CONCRETE_FOUNDATION UX-108 URD_CAPACITOR_BANK 7S" '''I r 2' I 3'-8' (v 2' 1 . / ' 0 0 L1Ff1NG INSERTS(4) "fry A 3 2" SEE DETAIL.A• ` A o T8" 0 0 0 1' 3"•2'6" c i 1--..--1'10"—. 1 MAN CTUFL MANUFACTURE do FP 1 I MdtS MO.162-?51o0-a )DOTES: 1, TOP SURFACE SHALL BE A SMOOTH PLANE.THE -�c- MAX.ALLOWABLE VARIATION IN HEIGHT BETWEEN 1 1/2`-r ,, 1-CiAMFEEi -�--�,� I ANY TWO POINTS ON THIS SURFACE IS 0.125".�. C 5Frnr,N"A-A• 2. 5000 PSI TEST CONCRETE. 5° TO 6" #4 RE-BAR(TYP.) 3, MANUFACTURERS IDENTIFICATION,TEAR OF MANU- FACTURE&FPL CO.M&S NO. 182-25100-5 TO B CAST IN TOP SURFACE OF PAD NEAR CENTER(RE E / Al QUIRE/ WHEN PRECAST). y+e 4.SUPERIOR THREADED INSERT,5/8"WITH PLUG, ELECTRO-GALVANIZED, 4 REQUIRED. 2®9" 4 13' 2 G"--1 I 5..REINFORCING RODS TO BE WELDED AT 2. ' , ALL INTERSECTIONS R N 7 j^ 1-I 1 I 1\1---1' I WEIGHT 3230 LB- -[I I ( CU.YD. 26.9 CU.YDS. 1.0.0 MAX LOAD 2000 LB 71 REINFORCED STEEL 1-- I S4074 14X7'-4"4- - - --NIN-F h 54055 3X5'-5" • 1 I ___4 A S4010 4X1'-0"______ 'I I I h-a/s -1- a .I 1I_ i till. 1 54010(4) III .4 C'CI I= F P L OH & UG DISTRIBUTION SYSTEM STANDARDS 1 1 ORIGINATOR:BOB BENN DRAWN BY:D.OKONEWSKI DATE:12/29/97 APPROVED: J.J. MCEVOY NO SCALE SUPERVISOR, OH/UG PRODUCT NO. DATE REVISION ORIG. DRAWN APPR. SUPPORT SERVICES • • . . ' UX-113 'CONCRETE FOUNDATION FOR • • S8G 30 PADMOUNTED'. SWITCH ' -4 - fi`-6`= f.• DATE, MFWei.I�LAME, . F.P.L. M5 I,-.1o. 1G.2-2i4 . 3`-10" ' 81-te . • • SE 1-40Tt:-4, rcia TOP- .. .., I 1 EACIA CoRNCR(8) If'I'v/ t • '\,i 1R W MA' G WtRti ' i i O - ^0 130170M-54C720 Mit! TcP-54O (4) Wir�GH^C- 2745 Ll3, p) nee/!�a� `� soT'tOM—S406C.(2) CU.FT. - t13.3 �uu�ati CU.secs, -- O,aa a:�nawr�lr _� . °��� I24'S -- KILOGRAMS t��l!3 tom_ =��t , -o ` big L l T E R'S • . O.3t9- CU.METERS 'ri7 tor lb\MRS MF.SN tact (Sear goTr--2) e? It- r J. TOP-t4072( ),- '4 ,; • 7 1AftERTS (c) ' (srE 1J4Tc-3 4 • DETAIL-A) - PLAN VIER ► • • • W4ra. Mio 4 be.t.cw 'coy a jm _-Z t u J /1/CHAMFCFL i. • • 7'-11" { I it • SECTION "A-A" 2L l" •C 44A$4511.it W '.ice& is 1 ,..... ..., . ..W 7C � LI ] l t j it. SECTION "8-8" 1, lap out!car ca in :moacn nna ;riot,'JtiaTecs Irregularltlaa are Hat acceptable, I( 2, 4 x 4 1(0.4 hided lira!dash Reinforcing to atop 2"from Sides and Opening of 1 Q Fcundetlon. 3. Superior Threaded Inserts, I/2"with Plug, Etectro-Salt'„4 Regnlrsd.(Ses Betel I A) t 4. 4 Ratnfarcing Rod as :flown. 5, 4000 Lb, Test Concrete. 8, For use with$I,C Stitches, II I S Nos. 270.853,2707854,270-8.5 L 272-880. f 2 7, Iiacufacturers iden'tifloation, Year of Manufacture, and FPL Co. 11 L S Number to be i, . Cast In top unlace at pad Haar canter of pad, (Tale required then precast,) STANDARDS UNDERGROUND DISTRIBUTION SYSTEM J1 • FLORIDA POWER & LIGHT COMPANY 4-w w 1 2413.72 C4 e4 re rs,Ale'A r.c.V :•%µt rx� rih.. DATR 12=28-71 NO SCALE g C3 8 NC DATE I AE VIM AY (Ai coat 1rr pew pit G•S MY,uµ 1 } I-68.0. 1 OPEN WYE-OPEN DELTA TRANSFORMER BANK j_68 0. USING SINGLE PHASE PADMOUNT TRANSFORMERS 7 I NOTES: 1. POWER TRANSFORMER MUST HAVE AN INSULATED NEUTRAL BUSHING. THE EXTERNAL GROUND STRAP TO THE CASE MUST BE REMOVED AND THE BUSHING SHALL BE INSULATED WITH SELF BONDING TAPE & ONE HALF LAPPED LAYER OF VINYL TO CONFINE BONDING TAPE. 2. BOND TRANSFORMER CASES TOGETHER WITH #4 BARE COPPER WIRE DIRECT BURIED. 3. SERVICE CABLES FURNISHED AND INSTALLED BY CUSTOMER TO BE IN DUCT. 4. A DECAL WITH THE FOLLOWING NOTE SHALL BE LOCATED IN A CONSPICUOUS ; PLACE INSIDE BOTH TRANSFORMERS. CAUTION: OPEN WYE-OPEN DELTA TRANSFORMER • CONNECTION; THIS TRANSFORMER CAN BE ENERGIZED FROM ADJACENT TRANSFORMER (M&S #548-54800-7). REFER TO Z-35.0.0 FOR LOCATION. I 5. SEE UV-12.0.0 FOR MARKING UNDERGROUND CABLES. I 6. THIS STANDARD IS FOR TRANSFORMERS '167 KVA AND SMALLER. 1 7. LOOP SYSTEM SHOWN. RADIAL SYSTEM MAY BE USED. 8. DEAD END PLUG (M&S #163-10100-7) IS REQUIRED WHEN INSTALLATION IS PERMANENTLY RAADIALLY FED. INSULATED CAP ASSEMBLY (M&S #163-01800-2, OR M&S #163-02200-0) REQUIRED AT LOOP OPEN POINT (13kV AREAS) OR WHEN LOOP WILL BE EXTENDED IN FUTURE. 9. LIGHTING TRANSFORMER SHALL BE DEAD FRONT (36" HIGH) OR LOW STYLE (24" HIGH) WITH HORIZONTAL TYPE SECONDARY SPADES. MAXIMUM SECONDARY CABLE SIZE FOR LOW STYLE TRANSFORMER IS #4/0. 10. REFER TO 1-60, C-12, 1-62 AND 1-65 FOR MATERIAL DESCRIPTIONS. 11. ALL SINGLE PHASE 7620 VOLT TRANSFORMERS 167 KVA AND SMALLER ARE ADDITIVE POLARITY. ALL 23 KV AND DUAL VOLTAGE TRANSFORMERS ARE SUBTRACTIVE POLARITY. CONNECTIONS MUST BE MADE AS SHOWN IN DIAGRAM. 12. IF C.T. METERING AT TRANSFORMER IS REQUIRED, REFER TO K-26. LEAVE PULL STRING IN METERING CONDUIT. 0.2 13. MAKE CERTAIN OF CABLE LOCATION BEFORE INSTALLING GROUND RODS TO AVOID DRIVING THE GROUND ROD THROUGH ANY EXISTING CABLES. 14. FOR DUAL VOLTAGE OR 23kV NORMALLY OPEN POINTS USE 18kV RATED ELBOW ARRESTERS. (RATING IS FOR PHASE TO GROUND VOLTAGE). REFER TO 1-62.0.0 AND 1-65.1.1. ! i 15. WHEN CONNECTING MORE THAN ONE CUSTOMER CABLE TO POWER LEG USE HANDHOLE MULTITAP (M&S #163-06600-7). 16. THE NESC REQUIRES A MINIMUM OF 6 FEET SPACING BETWEEN RODS. IF ADDITIONAL RODS ARE REQUIRED, REFER TO G-2.0.2. P L OH & UG DISTRIBUTION SYSTEM STANDARDS 4 8/01/01 UPDATED DRAwiNG (REFERENCES) GP JES 1A 3 9/4/99 UPDATED ORAKING (TEXT) WC DZ<W ORIGINATOR: J.V. DRAWN EY: J.R.F. 2 9125/90 REVISED NOTE 114 AND ADDED NOTE 116 JV HO RISC ADDED NOTE 115 Jv met Gym I "DATE:1/1/90 IPPROVED: R.K. CiEA No SCALE SUPERVISOR. OH/UG PRODUCT 'NO. DATE REVISION ORIG. DRAWN APPR. SUPPORT SERVICES I-68.0.2 I OPEN WYE OPEN DELTA 1-68.0.2 TRANSFORMER BANK USING SINGLE PHASE PADMOUNT TRANSFORMERS 1 f LIGHTING TRANSFORMER ,-- POWER TRANSFOR}iER O-Th- Q Q X3 Xi SEE NOTE 11 q id0 11x21 CD X3 �N. O .O 4 1 , HT. •H2 H1• -H2 SEE CONDUIT LOCATION IN ` :/ X1 ' LOW STYLE TX. PAD OPENING NJ S ` ` POWER TX. LIGHTING TX Q X2 NO7E 1 ; �� X3• • 'Xi X3• X1 Or--*-�`_�`1p. ; • ` SPLICE- X2 X2 Q _ : i SEE NOTE FPL ( (�� �N�_ ; .` 15 GROUND ROD f,�: /`� 1_� : = ►_ ALTERNATE LOCATION 1 r= rs n i:' 1 ` ' e r n's S-' .r k SEE NOTE g16 w-- Zi •�a 6:2,3e t l ,I k C.T.'5 IF REO 14c I 2,�-: i=PL SEE K-26 I BARE BOND WIRE I i / 11 GROUND ROD y /.. ALTERNATE LOCATION �• "FPL SECONDARY CABLE SEE NOTE #16 1. (SEE TABLE BELOW) `V 13k\-ADDITIVE POLARITY SECONDARY CABLE SIZE GOVERNED ITEM 1 QUANTITY DESCRIPTION (SEE NOTE 10) M&S NUMBER ' BY KVA OF POWER TRANSFORMER 1 2 PAD MOUNTED TX. SEE NOTE 9 POWER ALUMINUM CABLE i SkV ELBOW 163-58700-7 TRANKV RMER SECONDARY SIZE 2 VARIES ELBOW TERMINATOR: 25kV ELBOW 163-50200-1 25 1/0 TPX • 3 VARIES I COLO SHRINK TERMINATOR-SEE UH-34 1 153-51000-4 � 37-1/2 & 50 4/0 TPX • 4 I 1 162-2600-1 PAD TX, (SEE UX-115) ( 75 I 350 kcmil 5 VARIES CONDUIT (FURNISHED & INSTALLED VARIES BY CUSTOMER) I 100 j 2-350 kcmil * DISCARD NEUTRAL CONDUCTOR ' LIGHTING TRANSFORMER I (-m Q POWER TRANSFORMER 0 --. Q= XI X3 H1 .H2 H1, ,H2 _ 8 9 x 1 '�:� 1 X POWER TX. LIGHTING TX �,, , o oA 1 Xta •X3 X1• •X3 I 1 X3 ; X2 I J ;/ x2 !, �..' - sEE U �-~ \ ` I NOTE #1 I FPL © SEE NOTE C.T.'S IF REDO. GROUND ROD •� � ' illik :' 0 � 15 ALTERNATE LOCATION 1 : S EE K-26 SEE NOTE p 16... 1 ar'r,r■ ,, __ _ ` ,, ,SECONDARY A s`,. �:.„,.s a c .eye. ` , � . • "AVE BOND WIRE 2; 7FPL GROUND ROD _ • 8,, t "ALTERNATE 36 L 1 .. Y SEE NOTE g 16 „� T MAX �� © 28-1/2 �PRD.IARY \_ J ,I CONDUITS TX 10 PAD 0 STYLE • 23kV OR DUAL VOLTAGE SUPERSEDES 1-68.0.2 LAST REVISED ON 9-25-90 SUBTRACTIVE POLARITY .1-±, NOTES: SEE I-68.0.1 .."-11 P L 2 8/01/01 F£1r[GVE REFERENCES TO DELETED SHEET G;IP JES IA OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: RJO DRAWN SY: JED REVISED CHART FOR ITEM #3 1 9/30/94 TO COLD-SHRINK TERMINATOR I RJO JED RJS 0 9/25/90 ORIGINAL DRAWING RJO JED R,js'DATE:9 1«4 APPROVED: R.J. SALESKY NO SCALE ! SUPERVISOR. OH/UG PRODUCT NO. 1 DATE REVISION ORIG.I DRAWN l APPR. SUPPORT SERVICES ,. CONCRETE FOUNDATION UX-115.0.O OPEN WYE OPEN DELTA Lux-115oo _ TRANSFORMER BANK US[NG SINGLE PHASE PAD MOUNT TRANSFOR V1ERS MANUFACTURER'S IDENTIFICATION, YEAR OF MANUFACTURE, & FPL . CO. M&S NUMBER 162-24600-I I I . - I t' T S'-e.' 1441441 . + '°' J-4• I 3'-4.' ®'�� • I I �� 2-1/2" 3' 113' t1s' 11.5' 11.5' 115" 11.5` 3" 2-1/2" ' I ■ i �'` iE 1 T I F- - -7 11 � l- -I- -1- I f ,� iS4Q63 I I N X4�FOR- ASONARY - I I I 14 INSERT FOR TELd'PRONE BORD TO FPL GROUND I I • I 15401-9 I I I 1 ON.+90Th SIDES OA'FAD. To O ° 1 "A" �� "E°��4.A "A" LOCATION OF INSERTS■ 1 ! z` I I L I. z�' WEIGHT: 1950 j CUBIC FEET: 14,00 Li b __H._o 1 © ! -.o__ .-T CUBIC YARDS: 0.52 ' —H I I I I\ t p, N) ! 7'I 28-1 2" 3'" 2$-1/2.. 7.. 'f' CFAAic- f I ff I { PLAN S4006 1 1 6" #4 RE-BAR II o.0i 7 _ .� O•V� • 1" CHAMFER 1 I SECTION "A—A" NOTES: 1. TOP SURFACE SHALL BE A SMOOTH PLANE. THE MAXIMUM ALLOWABLE DETAIL - "A" VARIATION IN HEIGHT BETWEEN ANY TWO POINTS ON T1-IIS SURFACE IS 0.125 INCHES (3.175 mm). 2. TWO INCH MINIMUM CONCRETE COVER REQUIRED OVER STEEL ON SIDES AND AROUND OPENINGS OF FOUNDATION. REINFORCING STEEL 3. 4000 LB. TEST CONCRETE. S4063 - 6 REQ'D ' 4. DAYTON SUPERIOR THREADED INSERT, 1/2", WITH PLUG, ELECTRO- S4049 - 9 REQ'D GALVANIZED, EIGHT (5) REQUIRED. S4006 -- 4 REQ'D 5. MANUFACTURER'S IDENTIFICATION, YEAR OF MANUFACTURE . AND FPL CO. M&S NUMBER TO BE CAST IN TOP SURFACE OF PAD NEAR CENTER OF PAD. (THIS IS REQUIRED WHEN - ) PRECAST.) F P L , C. REINFORCWG RODS TO BE WELDED AT ALL INTERSECTIONS. OH Oh & UC DISTRIBUTION SYSTEM STANDARDS • ORIGINATOR: ROB DRAWN BY: 2 05/3[1/02 UPDATE DIMdEWSIONS • RAP JES JJM 1 _01118/01 UPDATE TEXT ANA DIMEMS1011S RAP IS JJM DATE: APPROVED: J.J. MCEVOY NO SCALE • SUPERVIOR, OH/UP PRODUCT NO. DATE • REVISION ORIG. DRAWN APPR, SUPPORT SERVICES I • ,I 1 PROTECTIVE BARRIER AND PLANTING UN-21.0.0 CLEARANCES FOR PAD MOUNT 1 UN-21.0.Q TRANSFORMERS AND SWITCHES ` ALL FRONT ALL REAR BARRIERS REMOVABLE BARRIERS FIXED FIXED BARRIER CONCRETE PAD CONCRETE PAD 7 ( 01 CONCRETE PAD �N • -1 67 d ,•••., 1/4., 7 [Q] • ¢Z 3'-O" ¢z ¢> MAX. TX. o¢ TX. al TX•OR a r� ID CG } L!J SWITCH cc L®. ? SWITCH `� ¢o L�J SWITCH . ¢o 9"MIN. ¢o a FRONT o_ cl.K ' 1 fl��.� r®� ,C t 11, J INSTALL ADDITIONAL REMOVABLE BARRIER BARRIERS AS REQUIRED . DRILL 1/2" THRU PLAN HOLE FOR LIFTING 4" STD. G.I. PIPE WITH THREADED G.I. CAP. (THREADS MAY BE SPRAYED WITH `=-F!LL 4" STD. G.I. PIPE WITH M&S #5D4-14450-4.) CONCRETE. LEAVE CROWN OF 10" ) CONCRETE. PAINT PIPE TO MATCH 3'-6" MIN. TRANSFORMER PAINT PIPE TO MATCH 3'-6" MIN. TRANSFORMER 3" /5" STD. G.I. PIPE SLEEVE SLOPE CONCRETE FOR /�SLOPE CONCRETE FOR WATER SHED WATER SHED mi:52, s...,i;::,.:: III''' 1 j-6"a :. ::::i.:--3'-3" 2-0" 12" MACH. BOLT WELL TAMPED EARTH E. 16" 16" GALVANIZED WELL TAMPED EARTH I 1 REMOVABLE BARRIER FIXED BARRIER SECTION 'r 1 ; i 16 v,.lit...;„...jf,,,1-,i,...,,... ,V,. . "; ';'' r,..!' , ,C .CONCRETE 3' MIN SEE NOTE 1 NOTE PA L — 1 - PADMOUNTED SWITCHES REQUIRE 8' 1•• MIN. CLEARANCE FRONT AND REAR. I I • = -'4.)., 2. "ELECTRIC EQUIPMENT-KEEP OUT" DECAL �,; OR /' THAT SHOWS THE MINIMUM SEPARATION DISTANCES is.�"• SWITCH . FOR BUSHES FROM TRANSFORMERS IS M & S #548-56010-4. :',:' 4 3' MIN. 3' MIN - \.-• 4.% ,1,Y,ti 1 3' MIN. 8' MIN. .., :,i 17 • `1- 1. . f•1 \ -...L.---1 OPENING FOR " F P L U HOT STICK OH & UG DISTRIBUTION SYSTEM STANDARDS N 1 OPERATION 11 2 7/16/01 UPDATE DRAWING (NOTES) RAP JES JJM ORIGINATOR: CJU DRAWN 3Y: PTH 1 8/27/99 UPDATE DRAWING (NOTES) RAP JES JJM 94 ORIGINAL DRAWING CM PMG RJS DATE:9/30/94 APPROVED: R.J. SALESKY NO SCALE 0 9/30/94/ DIRECTOR, DISTRIBUfiON ENGINEERING NO. DATE REVISION ORIG. DRAWN APPR. AND OPERATIONS SERVICES 1 I 1 4 1 _ 1 UX-202.0.0 PRECAST HANDHOLE (32" X 50" X 36") UX--202.0.0 1 DRIVEWAY LOADING DESIGN M&S 162-12289-2 - ; 1 t I ...<ti s,�• I/2"o INSERT FOR 4,-s'� ' ` COVER BOLT I ! 1 I 3-1/2" i h� • - 2•° 114, > s—�s _ i NOTCH FOR •:= . j COVER I t �'ta: j;- 1/2" i 1 '(fir: i 1 I i i I J NOTCH DETAIL ► I t 1 I.t t 14"X12"X3-1/4' ! RO EACH END I ► i 4 43" . I. 61" `' 5-1/2"- 32" 5-1/2"--i 50" ` t _ • S N . • -en• I e: \JV t -- - r 1 t r99) In 3 6" 36" •• I • 0 L-.1 I 1 •1-3/4"—�-` �•; 1-3/4" ►' -'- I 4"f 4 34" -.1-- 4"-4 52" 4" TRANSVERSE SECTION -.- 60" I LONGITUDINAL SECTION I REINFORCEMENT SCHEDULE MARK SIZE- LENGTH M DETAIL ► NO.3 2'-6" 14 STRAIGHT NO.3 1'-5" 2 STRAIGHT CIO NO.4 3'-2" 6 STRAIGHT N0.4 5'-0" 8 1 1"i 38" I NOTES CONCRETE COMPRESSIVE STRENGTH 5000 PSI REINFORCEMENT ASTM A-615 (GRADE 60) F P L WHEEL LOADING 16,000 LBS. APPROXIMATE WEIGHT - 2,663 LBS. OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: SMS DRAWN SY: BILL 2 10/10/95 REPLACE OLD BORDER SMS BILL SMS DATE: APPROVED: J.J. MCEVOY NO SCALE SUPERVISOR, OH/UG PRODUCT NO. DATE REVISION ORIG. DRAWN APPR. SUPPORT SERVICES M co l o o ° M T s zw -, " 6i- d g on . ❑ Y � � „ , -° m2 04•. 1/ d N =s� T\ Y Q o M 4.is rram. 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