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Agenda 03/12/2019 Item #16D1203/12/2019 EXECUTIVE SUMMARY Recommendation to approve an Applicant-Installed Facilities Agreement for Underground Conversions with Florida Power & Light Company (FPL) for Phase IV of the Vanderbilt Beach Beautification Municipal Service Taxing Unit (MSTU) Utility Conversion Project. OBJECTIVE: To complete hurricane hardening and area beautification for Phase IV of the Vanderbilt Beach Beautification MSTU. CONSIDERATIONS: On December 11, 2007, the Board of County Commissioners (Board) entered into a Right-of-Way Agreement with FPL to demonstrate its commitment to initiate the conversion of overhead power to underground within the MSTU. The MSTU is well under way with its four-phase FPL Aerial to Underground Conversion project. The MSTU completed Phase I of the project in September 2013. Phases II and III have been under construction since January 2015 and were initially scheduled to be complete in April 2018. The completion of those phases was delayed to avoid a conflict with a Public Utilities construction project in the same area. The coordination with Public Utilities is moving along as scheduled and Phases II and III should be completed around August 2019. On October 28, 2014, the Board approved payment for the non-refundable Engineering Deposit for the completion of the design and planning of Phase IV. The design for that phase is now completed and on September 25, 2018, the Board approved an Underground Facilities Conversion Agreement (UFCA) with FPL, which was required by Florida Public Service Commission Tariff Section 12.1 to receive a twenty- five percent (25%) Government Adjustment Factor cost reduction from FPL. The Agreement provided payment to FPL for material, as received, for Phases IV of the Conversion Project. The MSTU used lessons learned from Phase I to improve upon its approach for the construction of Phase II and III, which will also be incorporated for Phase IV. In Phase I, FPL supplied the material and performed all construction activity to bury the electrical system. For phases II and III, t he MSTU elected to utilize the County bidding process for the construction; except for a portion of the work that FPL requires be performed by its personnel. This approach, which will also be used for Phase IV, ensures the lowest cost for construction, and places the project timing and quality control in the hands of the County/MSTU rather than FPL. The attached Applicant-Installed Facilities Agreement for Underground Conversions authorizes Collier County to contract directly for this portion of the work. On January 3, 2019, the Vanderbilt Beach MSTU Committee voted (4-0) to recommend approval of the Applicant-Installed Facilities Agreement for Underground Conversions. The Conversion project, consisting of Vanderbilt Drive, from Immokalee Road to Wiggins Pass, is within the MSTU boundaries. FISCAL IMPACT: There is no Fiscal impact. GROWTH MANAGEMENT IMPACT: There is no Growth Management impact associated with this Executive Summary. LEGAL CONSIDERATIONS: This Item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: To approve an Applicant-Installed Facilities Agreement for Underground Conversions with Florida Power & Light Company for Phase IV of the Vanderbilt Beach Municipal Service Taxing Unit Utility Conversion Project and authorize the Chairman to sign the attached agreement. 16.D.12 Packet Pg. 1038 03/12/2019 Prepared By: Harry Sells, Project Manager, Public Transit & Neighborhood Enhancement Division ATTACHMENT(S) 1. [linked] AIFA, Exhibit A, Exhibit B CAO Stamped 022019 (PDF) 2. 5-16-07 FPL Ballpark Estimate-Vanderbilt (PDF) 3. FPL tariff sec 12.1 (PDF) 4. FPL Project Phase Map - Vanderbilt Beach MSTU (PDF) 16.D.12 Packet Pg. 1039 03/12/2019 COLLIER COUNTY Board of County Commissioners Item Number: 16.D.12 Doc ID: 8051 Item Summary: Recommendation to approve an Applicant-Installed Facilities Agreement for Underground Conversions with Florida Power & Light Company (FPL) for Phase IV of the Vanderbilt Beach Beautification Municipal Service Taxing Unit (MSTU) Utility Conversion Project. Meeting Date: 03/12/2019 Prepared by: Title: Project Manager – Public Transit & Neighborhood Enhancement Name: Harry Sells 02/14/2019 2:22 PM Submitted by: Title: Division Director - Pub Tran & Nbrhd Enh – Public Transit & Neighborhood Enhancement Name: Michelle Arnold 02/14/2019 2:22 PM Approved By: Review: Public Transit & Neighborhood Enhancement Caroline Soto Additional Reviewer Completed 02/14/2019 3:22 PM Public Transit & Neighborhood Enhancement Michelle Arnold Additional Reviewer Completed 02/15/2019 2:44 PM Public Services Department Kimberley Grant Level 1 Reviewer Completed 02/19/2019 9:26 AM Public Services Department Todd Henry Level 1 Division Reviewer Completed 02/19/2019 10:19 AM Public Services Department Steve Carnell Level 2 Division Administrator Review Completed 02/22/2019 2:24 PM County Attorney's Office Scott Teach Level 2 Attorney Review Completed 02/27/2019 11:57 AM Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 02/27/2019 4:54 PM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 02/28/2019 10:01 AM Budget and Management Office Ed Finn Additional Reviewer Completed 03/04/2019 8:51 AM County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 03/05/2019 1:56 PM Board of County Commissioners MaryJo Brock Meeting Pending 03/12/2019 9:00 AM 16.D.12 Packet Pg. 1040 16.D.12.b Packet Pg. 1041 Attachment: 5-16-07 FPL Ballpark Estimate-Vanderbilt (8051 : FPL Applicant Installed Facilities Agreement) 16.D.12.b Packet Pg. 1042 Attachment: 5-16-07 FPL Ballpark Estimate-Vanderbilt (8051 : FPL Applicant Installed Facilities Agreement) 16.D.12.b Packet Pg. 1043 Attachment: 5-16-07 FPL Ballpark Estimate-Vanderbilt (8051 : FPL Applicant Installed Facilities Agreement) 16.D.12.c Packet Pg. 1044 Attachment: FPL tariff sec 12.1 (8051 : FPL Applicant Installed Facilities Agreement) 16.D.12.c Packet Pg. 1045 Attachment: FPL tariff sec 12.1 (8051 : FPL Applicant Installed Facilities Agreement) 16.D.12.c Packet Pg. 1046 Attachment: FPL tariff sec 12.1 (8051 : FPL Applicant Installed Facilities Agreement) 16.D.12.c Packet Pg. 1047 Attachment: FPL tariff sec 12.1 (8051 : FPL Applicant Installed Facilities Agreement) 16.D.12.c Packet Pg. 1048 Attachment: FPL tariff sec 12.1 (8051 : FPL Applicant Installed Facilities Agreement) PHASE ONE PHASE TWO PHASE THREE PHASE FOUR EXHIBIT A PROJECT PHASING MAP .GULF OF MEXICOGULFSHORE DRIVE111 TH AVENUE VANDERBILT BEACH ROADVANDERBILT DRIVEVANDERBILT DRIVEW I G G I N S P A S S DRAWN BY: DARRYL RICHARD, MSTU PROJECT MANAGER, ATM DEPARTMENT; DATE: 02-07-11 NOTE: This exhibit is for the purposes of Phase One Project only. Final Boundary for Phases 2, 3, and 4 may vary due to FPL power configuration requirements after final design plans are produced. LEGEND: 16.D.12.d Packet Pg. 1049 Attachment: FPL Project Phase Map - Vanderbilt Beach MSTU (8051 : FPL Applicant Installed Facilities Agreement) APPLICANT -INSTALLED FACILITIES AGREEMENT FOR UNDERGROUND CONVERSIONS (WR # 5686943) This Agreement, made and entered into this i day of .20____-, by and between the BOARD OF COM1vIISSIONERS FOR COLLIER COUNTY, as a governing body of the Vanderbilt Beach Beautification Municipal Service Taxing Unit, (the "Applicant"), a political subdivision of the State of Florida or county, with an address of 3299 Tamiami Trail, East, Naples, Florida 34112 and FLORIDA POWER & LIGHT COMPANY ("FPL"), a Florida corporation organized under the laws of the State of Florida, with an address of P.O. Box 14000, 700 Universe Boulevard, Juno Beach, FL 33408-0429. WITNESSETH: WHEREAS, the Applicant has executed the appropriate underground facilities conversion agreement ("Conversion Agreement") with FPL to convert certain overhead electric distribution facilities (collectively the "Existing Overhead Facilities") to underground distribution facilities (collectively the "Underground Facilities"), as described in the aforementioned Conversion Agreement (hereinafter the "Conversion"); WHEREAS, the Applicant desires to perform itself, or through its Contractors, certain Work as such term is described in Exhibit A associated with the Conversion; WHEREAS, FPL is willing, subject to all the 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: t=; _��A-pplica-nt shall comply vdt c- y �-re-quirem , 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 Page 1 of 7 (Rev. 10/23/06) CAO instructions from FPL C Notice to Proceed"). After receipt of the Notice to Proceed, 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 2455 Port W. Rd., Riviera Beach, FL at a mutually agreed upon time, cally with 5 business days minimum notice, but no more than 15 business days notice, typi unless mutually agreed upon. Alternatively, FPL will, at Applicant's expense, have the material delivered to a mutually agreed upon location. Applicant assumes liabilityr the any materials lost, stolen or damaged once these materials are picked up by, or delivered , 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 on—,- rivhts of enforcement as Applicant. Applicant .shall assign .all representations,____- — -- - ------ --- cur warranties, guaranties, and obligations of all contractors at t e reque and without recourse to Applicant, to FPL upon default by Applicant or termination or expiration of this Agreement; provided, however, that, notwithstanding such assignment, Applicant shall be entitled to enforce each such representation, warranty, guaranty, and obligation so long as Applicant has any liability under this Agreement. Applicant hereby assigns to FPL, effective as of the termination or expiration of this Agreement, all representations, warranties, guaranties and obligations of all Contractors. 6. Right of Entry. FPL reserves the right, together with its agents or designees to enter the Jobsite as it may elect for the purpose of inspecting the Work, or constructing or installing such collateral work as it may desire, or testing, boring or surveying, or any other purpose. 7. Inspection and Correction of Deficiencies. Page 2 of 7 (Rev. 10/23/06) CAO 7.1. All Work shall be properly inspected and tested, if appropriate, by Applicant and shall at all times be subject to additional inspection by FPL and its designee(s). 7.2. Neither the failure to make such inspection, nor the failure to discover defective workmanship, materials, or equipment, nor approval of or payment to Applicant for such Work shall prejudice the rights of FPL thereafter to 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 timeframe, FPL may, at its sole discretion, perform, or have performed by its contractor the required repairs and Applicant shall pay FPL for any costs incurred. These requirements apply whether the discovery of deficiencies occurs while Applicant is performing its Work or while FPL, or its contractor, is performing its portion of the work. 7.4. If any Work or part thereof is covered over contrary to the requirements of this Agreement or the written request of FPL, it must, if required by FPL, be uncovered for observation and inspection and covered again at Applicant's sole expense. 7.5. If any Work that FPL has not specifically requested to observe and inspect prior to being covered has been covered, FPL may request to see such Work or part thereof and it shall be uncovered by Applicant. If such Work or part thereof is found to be in accordance with this Agreement, the cost of uncovering and covering again shall be paid by FPL. If such Work or part thereof fails to meet the requirements of this Agreement, Applicant shall pay all costs of uncovering, correcting, and covering again. 7.6. Applicant shall pay FPL for all time spent reviewing and inspecting Applicant's 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. Subject to the provisions of Florida Statute 768.28, 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; including but not limited to payment disputes between contractor and Applicant. Nothing herein shall be construed as a waiver of sovereign immunity as provided in Florida Statute 768.28. Page 3 of 7 (Rev. 10/23/06) CAO 8.2. Applicant shall assume full responsibility for all damages and all restoration arising in connection with the Work. 9. Design Work. FPL shall provide all design, instruction, standards and specifications necessary to perform the Conversion. 10. Completion of Work and Ownership. Applicant shall complete the Work by on or before October 1, 2021 and notify FPL when said Work is complete. Upon FPL's final written approval of the completion of the Work ("Acceptance"), Applicant acknowledges that all rights, title and interest, free and clear of all liens, in and to the Work shall vest in FPL. If requested by FPL, Applicant shall provide FPL, in a form acceptable to FPL, an affidavit of Applicant certifying payment of all indebtedness to all Contractors and a written release of liens from Applicant and each Contractor. 11. No Liability. by FPL. FPL assumes no liability due to any damage, misunderstanding of installation drawings or specifications, or any actions due to Applicant or its Contractor. 12. Suspension for Cause: 12.1. FPL may at its sole discretion, by Notice, temporarily suspend the Work, or any portion thereof, under this Agreement when the performance by Applicant or its contractor is unsatisfactory by FPL to obtain the results required by this Agreement. If FPL invokes the right to suspend, it agrees not to unreasonably deny the Applicant from continuing to work on other unaffected portions of the project whenever possible. 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 e 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) e 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 "Termination 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 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 (CIRC) 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. 10/23/06) 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 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 C (Rev. 10(23106) _DAO IN WITNESS WHEREOF, FPL and Applicant have executed this Agreement for the provision of Applicant -Installed facilities to be effective as of the date first above written. For. BOARD OF COMMISSIONERS FOR COLLIER COUNTY By. (signature) Name: (print or type) Title: (print or type) By: (signature) Name: (print or type) Title: (print or type) Approved as to Terms and Conditions: (signature/title) Approved as to Form and Legal Sufficiency: (signature/title) For: FLORIDA POWER & LIGHT COMPANY (signature) Name: (print or type) Title: (print or type) Page 7 of 7 5 CA O (Rev. 10123/06) Exhibit A WR # 5686943 Work to be Performed: Applicant shall: • Install all conduit and concrete products based on the attached specifications and in the locations as indicated on the attached drawings. • Install cable, transformers and switch pads including the primary and secondary cable terminations and connections. FPL will be responsible for energizing the new underground circuit(s) to the existing FPL electrical system. 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R ♦� RIIIt iNfill - i� 7r S�yRJg i W alpyF#� a EE E i#b..'l tl0 bMN Wi M 144V °R loL DIDZ/YL[ iDY IPY CAO Exhibit B WR # 5686943 Standards and Specifications 0 3.3.1 Directional Bores — Surveyor shall provide any staking for layout, as a minimum, marking the ends and any intermediate changes in direction, in accordance with data furnished on the drawings or special instructions. Deliverables; The Surveyor will provide the company an as -built sufficient and complete enough for updating & correcting the FPL Plan & Profile drawings. This may be a combination of surveyor's field notes and boring machine crew information, but in all cases it shall meet the following minimum specifications. Per FPL D.C.S. B-11.0.0, a 12 inch minimum radial separation from ALL underground utilities, e.g, communications, sewer, water lines, storm sewer, gas and other fuel lines, building foundations, etc. shall be maintained throughout the project. 3.3.1.1 Show horizontal tie to known landlines, (i.e., light of way, section line, centerlines, etc.) or to baselines shown on the FPL drawings including ,corrections , additions, deletions and bore entry and exit points . 3.3.1.2 Show vertical ties (elevations) to a known benchmark, referenced to a known local datum based on NGVD 1929 or NAVD 1988. 3.3.1.3 Assumed elevations are not acceptable, Boring crew ties to a temporary benchmark provided by the surveyor are acceptable. Per FPL D.C,S. A-12.0.2, ALL primary conduits are to have a minimum of 36 inches of cover, i.e. final grade to the top of conduit. 3.3.1.4 Show a total end to end (or end to PI to end) distance based on an above ground measurement. 3.3.1.5 Maximum distances between measurements shall be 50 feet. However, minimum requirements of permitting agencies shall in all cases govern. (Le., The South Florida Water Management district requires a measurement every ten feet.) SPECIFICATIONS FOR UNDERGROUND CONDUIT INSTALLATION 1. Conduit, handhole, and transformer pad placement shall be in the easement provided and in accordance with the design drawings and field staling. 2. Use only FPL supplied conduit with FPL supplied bends. (Figure 1) 3. Glue all joints securely with FPL supplied glue. (Appendix A) 4. FPL conduit markers must be placed at all conduit ends. (Figure 1) 5. All primary and secondary conduit is to have a minimum of 36 inches of cover. (Figure 1) 6. All service and street light conduit is to have 24 — 30 inches of cover at property line. All future service stub -outs at transformer locations to be installed with 90's. Where primary, secondary, or street light conduit runs tum horizontally, 36 inch radius 90 degree bends are to be used. 7. Cap all ends of the conduit with FPL supplied end caps. Denote termination point of each conduit run on the capped end, (Appendix B). All conduit ends are to be terminated 1 — 2 feet above final grade except at transformer locations where conduit ends are to be terminated 3 inches above final grade. (Figure 3) 8. Install 1 #12 copper locate wire supplied by FPL in each trench per attached specs (Figure 4). All ends of the #12 copper locate wire must be exposed above grade, and secured with a tie wrap to a piece of stubbed up conduit for future locates. (Figure 4) 9. Conduits terminated at transformer locations to be installed with templates supplied by FPL per Figure 3A, 3B, or 3C according to the type of transformer being installed. (Consult your Service Planner). 10. Concrete transformer slabs provided by FPL are to be installed level on compacted fill at final grade and oriented as shown on the FPL design drawing(s) (Figure 3) 0 11. Conduits terminated at future secondary handhole locations to be installed per Figure 2. If secondary handholes are being installed at the time of conduit installation, install 45 degree bends as shown in Figure 1. 12. Primary splice handhole to be installed with electronic cable marker. (Figure 2A) 13. Install a continuous length of pull string in all conduit runs. 14. Backfill operations are to be done carefully with special attention given to utilizing clean fill, thereby assuring the elimination of rock and other scrap material to insure that the conduit will not be damaged or marking devices moved and proper compaction is achieved. TESTING AND ACCEPTANCE GUIDELINES Following notification of completed installation of underground conduits by a developer/contractor FPL will: 1. Randomly spot check the installation depth of conduits below grade at a minimum of 2 points between each primary termination point,.( transformers, splice boxes & risers) noting the measured depth on the record drawing. 2. After confirming the correct routing and integrity of a conduit run, verify that the cable markers were installed and exposed conduit ends are plugged. 3. Confirm that a continuous length of pull string has been installed in all conduit runs and verify that all conduits runs terminate in the correct locations. 4. The final acceptance of the conduit installation will occur when FPL pulls the conductor and occupies the conduit. T E M P L A T E 24" handhole FINISHED PROnUCT ra WHEN INSTALLING 2" CONDUITS UP TO 5 MAY PLACED IN A 24" HANDHOLE. Please Install all conduits within 10" of one end of the handhole. This allows cables to drape across to the other end of handhole where the terminations will be placed such as sweetheart connectors or gel port connectors. When the wires are raised out of the handhole this will allow approximately 18" of wire above ground level making it easier for employees to work on in future situations. 0 z � \ f7 O _ ON o \ rn r N m W � D O CIO O 7�1 O 00 Z p (D MIN. Al � m hz no N C7 �mr � d li v �gz rr+ O o � �@ s �y C � MIN. N Vy 0-0 S CD g C n cn CLC CD CD U) c Ca C t z � \ f7 O _ ON o \ rn r N m N � D O CIO O 7�1 k4k 4 00 Z p MIN. LLn m hz no z � \ f7 O _ ON o \ rn MIN. I r N m N � D O CIO O p C iR 00 Z p MIN. LLn m hz no Cki �mr o i5 2 li v �gz MIN. I r N m �h 1 O 1 I! Or MIN. LLn m hz no Cki w li v �gz a µ �y C � MIN. g MIN. I r N m �h 1 S 1 I! Or m hz no CA© FIGURE 2 TYPICAL SERVICE HANDHOLE INSTALLATION CAPS iw- FINAL GRADE r ECM M & s # 590-61610-4 r FLTP TA PEP TO FV c fo Z _ �� ALL CONDUITS INSTALLED ON M 1JM ONE END OF HH FIGURE 2A 2" - 90 DEG (24" R - TTYPE) HENO M & S # 164-23800-6 48" PRIMARY SPLICE HANDHOLE M & s # 161-12100-4 FINAL GRADE EC:M M&S#59"161" !n en pULI.INdG "Juma pULI ING M MUST EYE EM BE INSIDE TM HANDHOLE 2.45 DEG (36" R ) BEND Ar M & S # 164-23945-2 \J 0 FIGURE 3 SINGLE PHASE LOW STYLE PADMOUNT TRANSFORMER x7po� R' 11„ P. � CONCRETE TRANSFORMER PAD M & S ## 162-24800-4 T�-_-�' .: 6^ Max ®®; 3- �. 010 S . SERVICE OR SECONDARY P - PRIMARY PAD CONDUIT OPENING FRONT ELEVATION OF PAD w FIGURE 3A ONE LOW STYLE & ONE REGULAR STYLE TRANSFORMER SINGLE PHASE LOW STYLE POWER TX SINGLE PHASE REGULAR STYLE LIGHTING TX SECOND RY CABLE TO LIGHTING TX CUSTOMER CONDUIT AREA 28 112" 101 28 1/2" PRIMARY PRIMARY SECONDARY q.: F SECONDARY 6 0 of,,,MAX s" MAX 7"j 7" CL 3 112" (FRONT OF PAD) FIGURE 313 SINGLE PHASE LOW STYLE TRANSFORMER I 48" 55" (FRONT OF PAD) FIGURE 3C TWO LOW STYLE TRANSFORMERS SINGLE PHASE SINGLE PHASE LOW STYLE LOW STYLE POWER TX LIGHTING TX 60„ FPL SECONDARY CABLE TO LIGHTING TX SECICUST. CONDUITS 28 112" ►ItS=CONDA�R�Y /2" --- -il PRIMARYo'•MAxt 13" SECONDARY PRRIIMARY T'I,tAx8..� 7E 7" 7" 8.. 8„ g., (FRONT OF PAD) CAS UX- 1"7.0.1 CONDUIT LOCATIONS FOR SINGLE PHASE LOw UX-- .1.1'7.0.1 STYLE PAD MOUNTED TRANSFORMERS 55"I 13" 48" SECONDARY PRIMARY CONDUITS CONDUITS 29" 6"MAX IT I 9 1/2" I9„ 3"M AX It (FRONT OF PAD) SEE NOTE 6 1, 1 ,, REFERENCE 1-65.0.1 OF THE DCS. 2. PAD M&S #162--248-004. 3, ALI, CONDUITS TO EXTEND 3" MAX ABOVE GROUND LEVEL, 4, ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT UNLESS OTHERWISE INDICATED. 5, MAINTAIN 6' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD, 6. INSTALL 2" SLEEVE FOR GROUND ROD, 48" LONG, 7. CABLES REQUIRING CT METERING INSIDE THE TRANSFORMER MUST 13E PLACED TOWARDS THE FRONT OPENING OF THE TX PAD AND IN FRONT OF ANY OTHER CABLES WHICH ARE NOT CT METERED INSIDE THE TRANSFORMER. THIS 15 TO AVOID CABLE TRAINING ISSUES, F P L to OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR; SMS DRAWN BY: BILL 2 1/26/18 UPDATE NOTES ARR I ELS RDH DATE: APPROVED: J,J MQEVOY 1 5/7 18 UPDATE DRAWING ARR ELS RDfl NO SCALE SUPERVISOR OH UG PRODUCT 0. DATE REVISION ORtG, DRAWN APPR, SUPPORT SERVICES CONDUIT LOCATIONS FOR SINGLE PHASE T UX --117. 0.2 REGULAR STYLE PAD MOUNTED UX --117.0.2 TRANSFORMERS 55" 48" SEE NOTE 7 (FRONT UI- FAL)) NOTES: 1. REFERENCE 1-62.0,0 OF THE DCS, 2, PAD M&S #162-248-004. 3. ALL CONDUITS TO EXTEND 3" MAX ABOVE GROUND LEVEL, 4, ALL SECONDARY/CUSTOMTR CONDUITS MUST IIT WITHIN THE 10°X13" AREA INDICATED. S. ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT, 6. MAINTAIN B' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD. 7. INSTALL 2" SLEEVE FOR GROUND ROD, 48" LONG. B. CABLES REQUIRING OT METERING INSIDE THE TRANSFORMER MUST BE PLACED TOWARDS THE FRONT OPENING OF THE TX PAD AND IN FRONT OF ANY OTHER CABLES WHICH ARE NOT CT METERED INSIDE THE TRANSFORMER, THIS IS TO AVOID CABLE TRAINING ISSUES, Y.I F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: SMS DRAWN BY: BILL 2 1/2a/16 UPDATE NOTES ARR I ELS I RDH GATE: APPROVEOi JJ MoEVOY 7 6/7/18 UPDATE DRAWING ARR ELS RDH NO SCALE SUPERVISOR, OH U0 PRODUCT 10, DATE REVISION ORIG. DRAWN APPR, SUPPORT SERVICES FIGURE 4 1 - #12C INSTALLATION When installing conduit only (cable to be pulled 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 gases where conduit is Installed strictly for road crossings only. In these cases ECM markers should be used to mark the conduit ends. CAP '~,.. 1.012C NYLON TIE INSULATED WIRE GRADE � MAS 115.09300-8 PVC CONDUIT WHERE TO INSTALL #12C WIRE FUT PRI (YES) FUT HN FUT SEC (NO) FUT SVC (YES) TORISER ...... ...... C ........... C 'f...........0 ........... C! ......... � ECM 1-FUTSEC i-FI)i PRI ASlCEA ST '� I-FLITSVC FUT HH ............0 I........... C ............�---------PNC-PNC- TO NEXT TX �I.......i... C....ECM..0............ \CM FLIT SEC (YES) / E PRI h 2 FUT SVC (NO) 12, 9 FPL POLE rn icmucR fNSTALLED TYPICAL PVC CONOUI7 BEND AT RISER POLE INSTALLATION PAD MOUNTED SWITCH 'L INSTALLED GRADE )MER INSTALLEO b.-ji C BEND 90', r� ADIUS CUSTOMER INSTALLED FPL INSTALLED V PVC BEND 45', 36" 6' CONDUIT RADIUS CAP END. TYPICAL CONDUIT ENTRANCES TO PAO MOUNTED SWITCH Ear; CONDUCTORS - PRIMARY FPL OWNED, IN CONDUIT, WITH CONDUCTOR SIZE, METAL, EXISTING +PNC --F- p8QpOSEo -F-- PNC --�- RATED VOLTAGE INSULATION AND NEUTRAL INDICATED, CONDUCTORS - SECONDARY - STREET LIGHT FPL OWNED, IN CONDUIT, WITH CONDUCTOR SIZE, METAL 1--fN- /— OA4/OAS AND INSULATION INDICATED (HM/HD TPX SHOWN). SERVICE LATERALS THREE -WIRE SECONDARY SERVICE. FPL OWNED IN CONOUIT 3-2C RN 1/OA TPX WITH CONDUCTOR SIZE, METAL, INSULATION AND JACKET ---- M > _ INDICATED. EMPTY CONDUIT C —C— —C— PADMOUNTED TRANSFORMERS PAOMOUNTED TRANSFORMER, 10, WITH kVA RATING B 15 8 15 (FRONT, OR TERMINAL CHAMBER, 15 SMALL RECTANGLE AT RIGHT END OF SYMBOL. PRIMARY PHASE INDICATED TRANSFORMER SME SHOWN AS FOLLOWS: (RS) - REGULAR SIZE - 42" + HIGH, (DF)-- DEAD FRONT - 32 " + HIGH, (LS) - LOW STYLE 24" + HIGH, STRUCTURES ELECTRONIC CABLE MARKER AND OR SPLICE PIT (BURIED) e SERVICE HANDHOL.E ® OO � F P L o(_A0 E"OF OMMENDED PRACTICES FOR FIELD JOINING UN --27.0.0 PVC CONDUIT (USING CLEAR SOLVENT UN~27.0.0 CEMENT) AND PVC CONDUIT INSTALLATION FIELD JOININ 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, 594-40600-7) 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 ONI 4. IMMEDIATELY INSERT THE CONDUIT INTO THE BELL END OF FITTING ALL THE WAY TO THE INSIDE SHOULDER. ENSURE SNUG FIT AND TURN CONDUIT 1/4 TURN TO DISTRIBUTE CEMENT EVENLY. 5. HOLD JOINT FOR APPROXIMATELY ONE MINUTE TO ALLOW CEMENT TO BEGIN SETTING, WIPE OFF EXCESS CEMENT. QLM: 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.) 1. LAY CONDUIT RUN INTO TRENCH. DO NOT KICK, THROW OR SLAM IT INI 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. (U=- NO CONDUIT RUN SHALL BE ACCEPTED AS PROPERLY INSTALLED UNLESS FREE PASSAGE IS OBTAINED AND VERIFIED BY FPL SUPERVISION.) 1 F P L U OH & UG DISTRIBUTION SYSTEM STANDARDSIN ORIGINATOR: CM DRAWN BY: 80 '16/01 UPDATE DRAWING (TEXT) RAP JES Jim DATE: 9-30-94 APPROVED: R,J,sALESKY NO SCALE DIRECTOR, DISTRIBURON ENGINE RING DATE REVISION ORIG. DRAWN APPR, I AND OPERATIONS SERVICES �€.AQ IDENTIFICATION OF UNDERGROUND UV -12.0.0 CABLES AND VACANT CONDUITS I UV -12.0.0 GENERAL ALL UNDERGROUND CIRCUITS SHOULD BE IDENTIFIED WHERE APPLICABLE AS FOLLOWS: FEEDER NUMBER SWITCH NUMBER PHASE CONDUCTOR SIZE, METAL, TYPE INSULATION AND VOLTAGE RATE (IF NOT SAME AS OPERATING VOLTAGE) SOURCE OR DIRECTION OF FEED OWNERSHIP ADDRESS OF BUILDING SERVED TLM 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 CONDUITS SHOULD BE 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 "CUST" 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" HOLE HOLES —�� IMPORTANT ° ° 2„ WHITE 2_1 2' USE INDEUBLE �. / MARKING PEN FIGURE 1: ONLY (M&S PLAIN PLASTIC TAG WITH #549-501-004) ROUND —J.° CLEAR COVER `�� M&S #549-340-001 �3„(M&S 549 -378 -COB) 2-1/2'� ALUMINUM TAGS RECTANGULAR (USE STEEL STENCIL) M&S #549-341-007 SERVICE OWNERSHIP TAGS PLACE INSIDE METER CAN, USE TIE WRAP TO ATTACH TAG TO CONDUCTORS, PRINT ADDRESS USING ARKING PEN M&S #549-50100-4) 3/16” HOLES0 0 1/4" HOLES 0 1 7 aADD=-T ecu , ADDRM- FIGURE 2: o"m re 2-1/2' PLASTIC TAO WITH CLEAR wt—c"— aawf COVER FOR SERVICES NsT „" ROUND (FIBERGLASS) (M&S 549-378-009) , M&S #549-338-006 UNDERGROUND DUCT & MANHOLE SYSTEMS USE ALUMINUM TAGS, AFFIXED TO CABLES WITH #12C -TW ON ALL CIRCUITS IN UNDERGROUND SYSTEMS, SUCH AS SUBWAY VAULTS, MANHOLES, RISER POLES, ECT. 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 PILO CABLES, ETC, DIRECT BURIED AND CABLE IN CONDUIT SYSTEMS USE PLASTIC TAGS AS SHOWN IN FIGURE 2 (M&S 549-378-009) FOR CUSTOMER IDENTIFICATION AT LOCATIONS THAT WILL BE SUBJECTED TO SUNLIGHT, SUCH AS RISERS, AND ALSO IN URD APPLICATIONS FOR IDENTIFYING SERVICES, SUCH AS PADMOUNTED TRANSFORMERS AND HANDHOLES, USE PLAIN PLASTIC TAGS AS SHOWN IN FIGURE I (M&S 549-378-008) IN PRIMARY TERMINATION TAGGING APPLICATIONS. PLASTIC TAGS HAVE A CLEAR, UV RESISTANT FLAP TO REDUCE FADING AND WEATHERING, ALLOW 10 SECONDS MINIMUM DRYING TIME TO PREVENT SMEARING BEFORE ADHERING THE CLEAR FLAP, FASTEN PLASTIC TAG TO CABLE WITH 5-3/4" BLACK TIE -WRAPS (M&S 534-250-001) OR 12- BLACK PLASTIC TIE --WRAPS (M&S 534-253-000), EXAMPLE of MARKING SECONDARY CABLES SV 70 3928 FUTURE 5 f 1 /CTD TO nnprccl 0 DATE • STREET ADDRESS NUMBER ON EACH SERVICE REVISION H USE ADDRESS NUM ER ON EACH SV INSIDE TX, HOUSE ADDRESS NUMBER SUPERSEDES UV -12.0,0 LAST REVISED ON 3/15/91 F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: RJO DRAWN BY: MLO RAP JES JJM RJO MLG RJS DATE! 9-30-94 APPROVED: RA SALESKY NO SCALE DIRECTOR, DISTRIBUTION ENGINEERING )RIO, DRAWN APPR, AND OPERATIONS SERVICES D-15.0.1 STAKING INFORMATION D-15.0.1 �.. (EXHIBIT "A") FLAGS NORMALLY ON A PVC OR WIRE STAFF, ARE USED IF FIELD CONDITIONS ALLOW CLEAR SIGHT OF THE FLAGS, NOT TO BE USED WHEN FACE STAKING. FLAGS SHALL BE A MINIMUM OF 4" x 5" WITH A 21 " WIRE. FLAGMARKINGS THE APPROPRIATE PREPRIN70 TYPE 'JAY BE USED IF HELD CONDITIONS ALLOW. FLAGS SHALL BE PINK LETTERS ON WHITE FLAG AND PREPRINTED AS FOLLOWS; PROPOSED FPL POLE, PROPOSED FPL ANCHOR, PROPOSED FPL TRANSFORMER PAD, PROPOSED rt FPL TRENCH, PROPOSED FPL ELECTRONIC CA13LE MARKER, PROPOSED FPL HAND HOLE STAKES: STAKES NORMALLY ARE 24" TO 48" ONE BY TWO'S DEPENDING ON LOCAL PRACTICES AND AVAILABILITY. 8" TWO BY TWO'S, CALLED "HUBS", ARE USED WHERE EXTRA STABILITY IS NEEDED, SUCH AS COW PASTURES, UNPAVED DRIVING AREAS, ETC, AND ARE USUALLY DRIVEN FLUSH WITH THE GROUND. STAKE MARKINGS DEPENDING ON SURFACE CONDITIONS AT THE WORK LOCATION, DIFFERENT METHODS OF STAKING MAY BE USED. IN EARTH, STAKES OR HUBS WILL BE USED. NAILS, DISCS AND PAINT WILL BE USED IN PAVEMENT OF ASPHALTIC COMPOSITION, AND CONCRETE WILL BE MARKED AND PAINTED, OFING HUBS WILLAVE NAILS DRWHERE INTO I HEM, NITE PNAILS AND OINTS ADISCS WILL BE USEDAREIREDON ASPHA TS AND CONCRETE WILSUCH ARIGHT OF WAYSRL i BEF ACE DRILLEDKAND PAINTED TO INDICATE THOSE POINTS. REGARDLESS OF THE LOCATION'S CONDITION, OR OF THE METHOD OF STAKING USED, CERTAIN MARKINGS MAY BE USED BY THE SURVEY CREW TO INDICATE TO THE APPROPRIATE WORKING CREW WHAT EACH STAKED LOCATION REPRESENTS. THE FOLLOWING IS A LIST OF THE MOST COMMONLY USED MARKINGS. ON THE STAKES, THESE MARKING WILL BE ON THE 2" SIDES. ON PAVED SURFACES, THESE MARKINGS WILL BE PAINTED. 1. "ANC" - INDICATES LOCATION OF THE EYE OF THE ANCHOR ROD, 2. 4C" - INDICATES LOCATION OF THE EYE OF THE ANCHOR ROD. 3. '4L' - INDICATES MARKINGS ON PAVEMENT (IF EXISTING) PERPENDICULAR AND IN CLOSE PROXIMITY TO THE POLE LOCATION. 4. POLE CENTER STAKING SYMBOLS - ANY ONE OF THE FOLLOWING DETERMINES LOCATION OF THE CENTER OF THE POLE. A.) "CTR. POLE" OR "POLE" MARKED ON A STAKE. B) "D" OR "0" WITH "POLE" IN THE CENTER, ON PAVED SURFACES OR SIDEWALK. (A NAIL & DISK WITH RIBBON MARKED "POLE" MAY ALSO BE USED) 5. "CT TRENCH" OR "CL FPL TRENCH" - INDICATES CENTER LINE ALONG WHICH A TRENCH IS TO BE DUG. 6. "TX D " OR "CTR TX PAD" - INDICATES THE LOCATION OF THE CENTER OF A TRANSFORMER PAD. 7. "10' 0/S q TX PAD" & "20' 0/S Q TX PAD" - OFFSET REFERENCE STAKE 10' & 20' FROM THE CENTER OF TRANSFORMER PAD, ALONG ITS CENTER LINE PERPENDICULAR TO TRENCH. 8. "CTR HANDHOLE" - LOCATION OF CENTER OF HANDHOLE. 9. "10' O/S CL HANDHOLE" & "20' 0/S q HANDHOLE" - OFFSET REFERENCE STAKE 10' & 20' FROM THE CENTER OF THE THE HANDHOLE ALONG ITS CENTERLINE PERPENDICULAR TO TRENCH. 10. "CTR MARKER" - LOCATION OF THE CENTER THE MARKER. 11. " 10' O/S q MARKER" & "20' 0/S rE MARKER" - OFFSET REFERENCE STAKE 10' & 20' FROM CENTER OF MARKER PERPENDICULAR TO TRENCH. 12, " 7t - GRADE AT CENTER OF PAD OR HANDHOLE, A NOTATION INDICATING NUMERICALLY HOW MUCH TO jj CUT OR FILL MAY BE PRESENT WHERE NECESSARY. 13. 'N i" - OFFSET REFERENCE PAINT MARK ON PAVEMENT (IF EXISTING) PERPENDICULAR AND IN CLOSE PROXIMITY TO (( THE HAND HOLE, CAN BE USED FOR OFFSET PURPOSES. 14, "MICR" - OFFSET REFERENCE PAINT MARK ON PAVEMENT (IF EXISTING) PERPENDICULAR AND IN CLOSE PROXIMITY TO THE MARKER. CAN BE USED FOR OFFSET PURPOSES, F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: PMG DRAWN BY: RAS 1 9/04/01 UPDATED DRAWING (11TLE & TEXT) OPM JES JJM GATE. 8/09/99 APPROVED: J.J. MGEVOY NO SCALE 0 18/09/981 CHANGE PAGE FORMAT PMG RAS JJM SUPERVISOR OH UG PRODUCT 10. DATE REVISION ORIG. DRAWN APPR. SUPP0R1t S CES CAO D--15.0.2 STAKING INFORMATION (EXHIBIT $$A" ) D-15.0.2 COLOR CRAYONS, PAINTS, AND PLASTIC RIBBONS MAY BE USED FOR IDENTIFYING STAKES, THE FOLLOWING A.P.W.A. COLORS HAVE BEEN ADOPTED STATEWIDE AS STANDARD; - WHITE PROPOSED EXCAVATION - PINK TEMPORARY SURVEY MARKINGS - RED ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGHTING CABLES - YELLOW GAS, OIL, STEAM, PETROLEUM OR GASEOUS MATERIALS - ORANGE COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR CONDUIT - BLUE PORTABLE WATER - PURPLE RECLAIMED WATER, IRRIGATION AND SLURRY LINES GREEN SEWER AND DRAIN LINES ALL COLOR STAKES USED BY FLORIDA POWER & LIGHT COMPANY (EXISTING FACILITIES) WILL BE RED AS DESIGNATED BY ANSI STANDARD 253.1, ISS--NBS VIVID RED #11. THIS COLOR IS AVAILABLE AS MAY PAINT UNDER M&S #504--17100-5. WHITE PER A.P.W.A. WILL BE USED TO MARK PROPOSED FPL FACILITIES. CRAYONS AND PLASTIC RIBBONS USED FOR STAKING FP&L FACILITIES SHOULD APPROXIMATE THESE COLORS. N0. I DATE F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: PMG DRAWN BY: RAS 1NG (TITLE AND TIXT)DPM JES JJM PAGE FORMATPMO RAS JJM DATE: 8/09/98 APPROVED: J.J. MCEVOY NO SCALE SUPERVISOR OH UGCEPRODUCT REVISION ORIG. DRAWN APPR. SUPPOP S S jf In D-15.0.3 STAKING INFORMATION D-15.0.3 (EXHIBIT "A") POLE AND ANCHOR STAKING 1. AN ANCHOR STAKE LOCATION REPRESENTS THE LOCATION OF THE EYE OF THE ANCHOR ROD. 2. WOOD OR CONCRETE POLES THAT ARE TO BE SET 6' IN RIGHT—OF—WAY AND WOOD POLES THAT ARE TO BE SET 1' IN PROPERTY WILL BE POLE CENTER STAKED, POLES SHOULD ALSO BE CENTER STAKED WHEN IT IS NOT NECESSARY TO HAVE AN EXTREMELY ACCURATE POLE SETTING, POLE LOCATION CENTER STAKED ® EXISTING POLE LINE 50' 0250'± 0 250' 250't 0 250't 250'± © I x— FIGURE 1 ® POLES Q2 —O ARE CENTER STAKED -------------------------------------------------------------------------------- 3. WHERE MORE ACCURATE POLE SETTING IS REQUIRED, SUCH AS AT THE RIGHT—OF—WAY LINE OR THREE INCHES BACK OF THE CURB, THE POLE MAY BE FACE STAKED, A STRING PULLED BETWEEN TWO ADJACENT STAKES, MARKED AS FOLLOWS, DETERMINES THE SPECIFIIED FACE LOCATION, WHERE NECESSARY THESE MARKINGS MAY BE ABBREVIATED OR SPELLED OUT, F.F. OR FIELD FACE S.F. OR STREET FACE, A MINIMUM OF THREE POINTS SHOULD BE MARKED. TWO OF THESE MUST DETERMINE THE LINE THAT THE SPECIFIED FACE OF THE POLE WILL BE AGAINST, THE THIRD TIES THE POLE DOWN AS TO ITS LATERAL POSITION BETWEEN THE FIRST TWO. STAKES C BACK OF CURB, A OR PROPERTY LINE CRITICAL DIMENSION (MAY BE "0" ZERO) FIGURE 2 3' MIN, VARIES B "A' & "B" ARE MARKED (AS IN "STAKE MARKINGS") TO INDICATE WHAT FACE OF THE POLE IS TO BE DETERMINED By THEIR LOCATION. A NAIL WILL BE DRIVEN INTO EACH HUB, HOLES WILL BE DRILLED AND MARKED ON CONCRETE, AND NAIL AND DISCS WILL BE USED ON ASPHALT TO AID IN ALIGNMENT. "C" IS MARKED "C POLE" TO INDICATE THAT THE POLE IS TO BE LOCATED ALONG THIS AXIS, PERPENDICULAR TO LINE FROM "A" TO "B". POLE LOCATION NUMBERS ON THE STAKE MAY BE PRESENT TO AID IN IDENTIFICATION. F P L �o OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: PMG DRAWN BY: RAS 1 9/04/07 UPDATE DRAWING (TITLE AND TEM) DPM JES JJM 0 8/09/96 CHANCE PAGE FORMAT PMG RAS JJM IDATE. a/09/95 APPROVED: J,J, MCEVOY NO SCALE SUPERVISOR, OH UG PRODUCT NO. DATE REVISION ORIG, DRAWN APPR. SUPPORTS CES 9 D--15.0.4 STAKING INFORMATION D-15.0.4 TRANSEQ MR ER PAD. HANDHOLE & MARKER STAKING 1, TRANSFORMERS, PADS AND MARKERS ARE MOST OFTEN POSITIONED AT OR NEAR THE TRENCH CENTERLINE, AS A RESULT THE STAKES ARE USUALLY DUG UP DURING TRENCHING, OFFSET OR FACE STAKES ARE USEFUL TO THE CONSTRUCTION FORCES TO RE-ESTABLISH THE LOCATION OF THE FACILITIES AFTER TRENCHING, STAKE CENTER UNE OF HANDHOLE & MARKERS. THE FOLLOWING SKETCHES ARE EXAMPLES OF FACE STAKING AND OFFSET REFERENCE STAKING. FACE STAKING IS PREFERRED, PARTICULARLY FOR TRANSFORMER PADS, BUT OFFSET REFERENCE STAKES MAY BE NEEDED AT TIMES IF TREES OR OTHER OBSTRUCTIONS PREVENT THE USE OF FACE STAKES, ADDITIONAL STAKES SUCH AS CORNER STAKES MAY BE USED TO SUIT LOCAL CONDITIONS, 2, WHERE GRADE STAKES ARE REQUIRED, INSTALL AFTER TRENCHING AT PAD OR HANDHOLE. TRANSFORMER PAD, HANDHOLEMARKER & MANHOLE STAKING 1, THE FOLLOWING TABLE GIVES THE DIMENSIONS OF THE CONCRETE TRANSFORMER PADS TO AID IN ACCURATE STAKING. EASEMENT FACE STAKE ■—' FIGURE 3 - FRONT LOT URD CONSTRUCTION FACE STAKING PROPOSED PAD FPL TRENCH FIGURE 4 - FRONT LOT URD CONSTRUCTION P OFFSET STAKING "PROPOSED FPL TRANSFORMER PAD" FLAGS OR "CORNER TX PAD" STAKES TRENCH STAKING FIGURE b - FRONT LOT URD CONSTRUCTION FACE STAKING CENTER LINE OF TRENCH STAKES SHOULD BE APPROXIMATELY 50' APART EXCEPT ON CURVES, WHERE 25' OR 30' SEPARATION SHOULD BE MAINTAINED. ON SMALL RADIUS CURVE THERE SHALL BE A MINIMUM OF 4 STAKES (PC, PT do 2 ONLINE) TO AVOID `CUTTING THE CORNER". DIFFERENT METHODS OF STAKING, SUCH AS A STAKE PER LOT, MAY BE USED IF LOCAL CONDITIONS REQUIRE THEM, apm F P L �9 OH & UG DISTRIBUTION SYSTEM STANDARDS 1 I I I ( ORIGINATOR: PMG DRAWN BY: RAS 1 19/04/011 UPDATE DRAWING OTTIX AND TEXT) DPM I JES I JJM 0 18/09/961 CHANCE PAGE FORMAT PMo I RAS I JJM DATE: 8/09/96 APPROVED; J.J. MCEVOY NO SCALE SUPERVISOR,OH UO PRODUCT NO, DATE REVISION ORIG. DRAWN APPR. SUPPORT S CES PAD TYPE W L APPLICATION UX -116 6'-B" 5'-0" 30 LF PM W/SECT. FACE STAKE -7 UX -116 6'-0" 5'-0" 30 &20 W/0 SECT. & 30 DF W/SECT. EASEMENT LINE UX -117 4'-0" 4'-7" ALL 10 10' UX --119 W-10" 10'-6" PADMOUNTEO AUTOTRANSFORMER 10' UN -18 10' 5' FEEDER SPLICE BOX EASEMENT FACE STAKE ■—' FIGURE 3 - FRONT LOT URD CONSTRUCTION FACE STAKING PROPOSED PAD FPL TRENCH FIGURE 4 - FRONT LOT URD CONSTRUCTION P OFFSET STAKING "PROPOSED FPL TRANSFORMER PAD" FLAGS OR "CORNER TX PAD" STAKES TRENCH STAKING FIGURE b - FRONT LOT URD CONSTRUCTION FACE STAKING CENTER LINE OF TRENCH STAKES SHOULD BE APPROXIMATELY 50' APART EXCEPT ON CURVES, WHERE 25' OR 30' SEPARATION SHOULD BE MAINTAINED. ON SMALL RADIUS CURVE THERE SHALL BE A MINIMUM OF 4 STAKES (PC, PT do 2 ONLINE) TO AVOID `CUTTING THE CORNER". DIFFERENT METHODS OF STAKING, SUCH AS A STAKE PER LOT, MAY BE USED IF LOCAL CONDITIONS REQUIRE THEM, apm F P L �9 OH & UG DISTRIBUTION SYSTEM STANDARDS 1 I I I ( ORIGINATOR: PMG DRAWN BY: RAS 1 19/04/011 UPDATE DRAWING OTTIX AND TEXT) DPM I JES I JJM 0 18/09/961 CHANCE PAGE FORMAT PMo I RAS I JJM DATE: 8/09/96 APPROVED; J.J. MCEVOY NO SCALE SUPERVISOR,OH UO PRODUCT NO, DATE REVISION ORIG. DRAWN APPR. SUPPORT S CES LENGTH AND WIDTH OF CONCRETE PADS FACE STAKE FACE STAKE -7 \-MARKED 0' O/S EASEMENT LINE TX A 10' 10' j' MARKED TD 0' 0/S r OFFSET REFERENCE STAKES 1f0 PAD EASEMENT LINE � FPL TRENCH_,,SHOWN I 10' STAKE MARKED 12" q TX PAD FRONT PROPOSED PADSTAKEPAD I TTXX 1I � PA R/W EASEMENT FACE STAKE ■—' FIGURE 3 - FRONT LOT URD CONSTRUCTION FACE STAKING PROPOSED PAD FPL TRENCH FIGURE 4 - FRONT LOT URD CONSTRUCTION P OFFSET STAKING "PROPOSED FPL TRANSFORMER PAD" FLAGS OR "CORNER TX PAD" STAKES TRENCH STAKING FIGURE b - FRONT LOT URD CONSTRUCTION FACE STAKING CENTER LINE OF TRENCH STAKES SHOULD BE APPROXIMATELY 50' APART EXCEPT ON CURVES, WHERE 25' OR 30' SEPARATION SHOULD BE MAINTAINED. ON SMALL RADIUS CURVE THERE SHALL BE A MINIMUM OF 4 STAKES (PC, PT do 2 ONLINE) TO AVOID `CUTTING THE CORNER". DIFFERENT METHODS OF STAKING, SUCH AS A STAKE PER LOT, MAY BE USED IF LOCAL CONDITIONS REQUIRE THEM, apm F P L �9 OH & UG DISTRIBUTION SYSTEM STANDARDS 1 I I I ( ORIGINATOR: PMG DRAWN BY: RAS 1 19/04/011 UPDATE DRAWING OTTIX AND TEXT) DPM I JES I JJM 0 18/09/961 CHANCE PAGE FORMAT PMo I RAS I JJM DATE: 8/09/96 APPROVED; J.J. MCEVOY NO SCALE SUPERVISOR,OH UO PRODUCT NO, DATE REVISION ORIG. DRAWN APPR. SUPPORT S CES UN -28.0.0 CABLE IN CONDUIT (CIC) UN -28.0.0 INSTALLATION GUIDELINES "FOR REFERENCE ONLY" DIRECTIONAL BORE THE USE OF CIC FOR DIRECTIONAL BORING APPLICATIONS SHOULD BE LIMITED TO MAINLY STRAIGHT, POINT TO POINT RUNS. MOST CONTRACTORS WILL NOT INSTALL DIRECTIONAL BORED CIC WHERE THERE ARE MANY BENDS DUE TO THE BENDING RADIUS AND TENSIONS THE CABLE WILL ENCOUNTER. THE CABLE WILL BE REMOVED FROM THE DUCT AND PULLED UNDER SUCH CONDITIONS THEREBY LOSING ANY ADVANTAGE TO DESIGNING WITH CIC. HOWEVER, CIC WILL PROVIDE VERY GOOD LABOR SAVING ADVANTAGES WHEN EMPLOYED IN STRAIGHT LENGTH BORES. THE REEL TRAILER SHOULD BE SET UP TO PAY OUT THE CIC FROM UNDER THE REEL DRUM. (SEE FIGURE 2.) FOR TERMINATING AND CUTTING OF CIC, REFER TO INSTRUCTIONS UNDER "OPEN TRENCH". WHEN FIRST CONSIDERING THIS TYPE OF INSTALLATION, IT IS ADVISABLE TO REVIEW THE DESIGN WITH AN EXPERIENCE DESIGNER, THE CONTRACT ADMINISTRATION COORDINATOR AND THE CONTRACTOR, AS NEEDED. OPEN TRENCH MAINTAIN A UNIFORMLY FLAT OR GRADUALLY CHANGING TRENCH BY REMOVING VERY LARGE ROCKS. (SEE FIGUREI.) POSITION THE REEL SO THAT THE CONDUIT PAYS OUT FROM BELOW THE REEL DRUM AND AS NEAR TO THE CENTER LINE OF THE TRENCH AS POSSIBLE. AVOID REVERSE BENDING AND OVER SPINNING OF THE REEL DRUM DURING PAY OUT. (SEE FIGURE2.) DURING INSTALLATION AVOID SWAYING AND KINKING OF THE DUCT. (SEE FIGURE 3.) DEPENDING ON THE LENGHTH OF THE RUN, DETERMINE WHEATHER TO PAY OUT THE CIC ALONG THE TRENCH LINE OR TO SIMPLY CUT THE DESIRED LENGTH AS REQUIRED. (REFER TO TABLE 1 FOR REEL LENGTH AND OTHER DATA.) SEAL THE CIC AND, IF DESIRED, INSTALL A CABLE PULLING GRIP AT THE INSTALLING END (M&S #593-728-001). WHEN ENCOUNTERING OBSTRUCTIONS SUCH AS UTILITY LATERALS, FEED THE DUCT END BEYOND THE DESIRED ANGLE AND THEN ROLLING TO THE VERTICAL POSITION. (SEE FIGURE 4.) DO NOT EXCEED MINIMUM BENDING TO ALLOW FOR A GRADUAL BEND, (SEE FIGURE 5.) FOR TERMINATIONS INTO A PAD OR A RISER, THERE IS NO NEED TO TRANSITION TO A PVC BEND SO LONG AS THE MINIMUM BENDING RADIUS IS NOT EXCEEDED. THIS WILL BE THE CASE IN THE MAJORITY OF INSTALLATIONS, IF THERE IS A NEED TO TRANSITION TO A 2" PVC BEND, USE THE 2" PVC COUPLING (M&S #164-470-006). BONDUIT ADHESIVE KIT, (M&S #522-142-000), IS REQUIRED AND WILL HOLD PE DUCT ON THE CIC END. USE ONLY APPROVED DUCT AND CABLE CUTTING TOOLS. (M&S #594-406-058 FOR DUCT & M&S #593-557-001 FOR CABLE). UNWINDING CIC WILL RESULT IN THE CONDUCTOR LENGTH BEING SHORTER THAN DUCT LENGTH. ALLOW ABOUT 15' OF CONDUCTOR LENGTH SHORTAGE FOR EACH 1000' OF CIC TO BE INSTALLED, OR ROUGHLY 1.5% OF CIC UNROLLED. ALLOW FOR EXTRA CIC AT THE STARTING END AS CALCULATED, DO LIKEWISE AT TERMINATING POINTS (HANDHOLES, PADS OR RISERS). CUT THE DUCT BACK, EXPOSING THE CABLE, SO AS TO LEAVE A MINIMUM OF 3" PE DUCT ABOVE RISER, PRIOR TO INSTALLING TERMINATIONS OR SPLICES, SLIP A 2" COLD SHRINK TUBE (M&S #163-010-001) OVER EACH CABLE AND DUCT END. SEAL THE CIC BY UNWINDING THE TUBE AFTER ALL TERMINATIONS OR SPLICES ARE COMPLETE (SEE ILLUSTRATION BELOW). MECA UNITS ARE AVAILABLE IN SECTION 4925. FOR ROAD CROSSINGS, INSTALL A 5" PVC DUCT PRIOR TO ROAD PAVING. PUSH THE CIC THROUGH AT THESE LOCATIONS, (SEE FIGURE 6 FOR BACKFILL RECOMMENDATIONS). CABLE COLD SHRINK COND R (INSTALLED) u, OLD SHRINK (M&S # 163-01000-1) ATIL F P L OH & UG DISTRIBUTION SYSTEM STANDARDS 2 4/13/16 UPDATE TITLE ARR ELS RDH ORIGINATOR: BLM DRAWN BY: RAS 1 2 22/11UPDATE NOTES ARR I ELS BXN 0 B-9-96 REVISED M&S IN 8TH PARAGRAPH AND BLM JJM DATE: APPROVED: J.J McEvoy NO SCALE IPVC DUCT SIZE IN PARAGRAPH 9, SUPERVISOR. OH/UO PRODUCT 0. DATE I REVISION ORIG, I DRAWN APPR, SUPPORT SERVICES 1 u N CAO- UN -28.0.2 DIRECTIONAL BORING UN -28.0.2 INSTALLATION GUIDELINES DESIGN CONSIDERATIONS WHERE DIRECT BURIED CABLE IS TO BE REPLACED WITH CABLE IN DUCT, DIRECTIONAL BORING SHOULD BE THE METHOD OF CHOICE WHEN THE CABLE IS BURIED UNDER EXISTING ROADWAYS, DRIVEWAYS, PARKING LOTS, EXPENSIVELY LANDSCAPED AREAS. ADDITIONAL FACTORS THAT WILL HAVE TO BE CONSIDERED FOR EACH JOB INCLUDE CUSTOMER SATISFACTION, SOD AND ASPHALT RESTORATION COSTS, AND ACCESSIBILITY TO EQUIPMENT. SMALL BORING RIGS WILL FIT THROUGH A 3 FOOT CHAIN LINK GATE. FOR WATER CROSSINGS WHERE CLX CABLE IS TO BE REPLACED IN ENVIRONMENTALLY SENSITIVE AREAS, CONSIDER THAT SEVERAL FPL DIRECTIONAL BORING CONTRACTORS HAVE EQUIPMENT AND EXPERIENCE FOR BORES UP TO 3,000 FEEL SPECIAL REEL LENGTHS OF FEEDER CABLE WOULD BE REQUIRED. CABLE PULL CALCULATIONS WOULD ALSO HAVE TO BE CONSIDERED. BUTT FUSING OF THE PE DUCT END TO END IS REQUIRED FOR THESE BORES. CORE SAMPLES BELOW THE WATER BOTTOM WILL BE REQUIRED. CONTACT THE ENVIRONMENTAL DEPT, DURING THE PLANNING PHASE. WHETHER THE JOB IS FOR A WATER CROSSING OR FOR URD REPLACEMENT, AN OPEN AREA FOR EQUIPMENT SET UP WILL BE REQUIRED (I.E. APPROXIMATELY A 20 FT, X 10 FT. FOR URD TYPE RIGS, 100 FT, X 50 FT, MIN. FOR LARGER TRACK RIGS.) AN AREA FOR THE BENTONITE SLURRY AND WATER TRUCKS WILL BE NEEDED ADDITIONALLY. DISCUSS THIS WITH CONTRACTOR PLANNING AND STRATEGY DEPT. AND THE CONTRACTOR, RAIL ROAD CROSSINGS CAN BE DONE USING JACK AND BORE AND DIRECTIONAL BORING METHODS, CONTACT THE RAIL COMPANY AS REQUIRED, PRIOR TO ENGINEERING THE JOB. NORMALLY, A MINIMUM DEPTH OF LOFT. PLUS THE BORE DIAMETER BELOW THE TRACKS WILL BE REQUIRED WHEN PE CONDUIT IS USED. FOR SHORT LENGTH BORES (NORMALLY UNDER 100 FEET) SMALLER DIRECTIONALLY GUIDED BORING EQUIPMENT IS PROVIDED BY SOME CONTRACTORS OR MAY BE AVAILABLE THROUGH YOUR LOCAL TOOL COORDINATOR. THESE SMALLER BORING TOOLS ARE COMMONLY TERMED "BULLETS" AND SOME CAN BE GUIDED. FOR LONGER LENGTH BORES, USE TABLE 1 BELOW FOR REFERENCE, TABLE 1 DUCT SIZE SDR CONDUIT W/MINIMUM TENSILE YIELD = 3000PSI SPF (LB—F) SPL (FT) CONDUIT W/MINIMUM TENSILE YIELD = 350OPSI SPF (LB—F) SPL (FT) 2" 13.5 1386 3718 1616 4338 6" 11 12991 3716 15156 4335 8" 9 26313 3718 30699 4338 10 9 40877 3719 47690 4340 SPF = SAFE PULL FORCE SPL = SAFE PULL LENGTH ENGINEERING MECA UNITS ARE LOCATED IN THE MECA SYMBOL CATALOG SECTION 4925 AND 4937. ACCESS PITS WILL BE REQUIRED AT TERMINATION POINTS AND AT LOCATIONS WHERE A 90 DEGREE TURN IS REQUIRED. CUL—DE—SAC AREAS MAY REQUIRE ACCESS PITS TO COMPLETE, PLAN AND PROFILE DRAWINGS ARE BEST, AND MAY BE REQUIRED FOR AS—BUILT PURPOSES AS NEEDED, CALL FOR BORING PER LOCATION IN THE NOTES, FOR P£ DUCT LENGTHS REFER TO TABLE 2. FOR SPECIAL CABLE REEL LENGTHS CONTACT THE RESPONSIBLE PRODUCT ENGINEER. FOR ACCESS PIT LOCATIONS, OR WHERE CONNECTING TO A PVC BEND. USE PLASTIC COUPLINGS USING BONDUIT ADHESIVE M&S #522-142-000. PE CONDUIT CAN NOT BE GLUED WITH PVC CEMENT, THESE COUPLINGS CAN BE INVENTORIED THROUGH MECA AS NEEDED. (SEE TABLE 3.) FOR ADDITIONAL INFORMATION OR SPECIAL CONDITIONS, SEE TABLE 1 AND 2, AND CONTACT THE SME (SUBJECT MATTER EXPERT) RESPONSIBLE FOR THIS DESIGN AREA, WHEN JOINING PVC—TO—PLY OR PVC—TO—FIBERGLASS, USE A STRAIGHT PVS COUPLING ADHESIVE KIT AND DISPENSING TOOL, FOR DETAILS SEE TABLE 3.. DUCT M&S # DUCT SIZE (INCHES) SDR AVERAGE OUTSIDE DIAMETER (INCHES) MINIMUM MINIMUM INSIDE BEND DIAMETER RADIUS *LENGTH (INCHES) (INCHES) REEL (FEET) WEIGHT (LBS/FT) LUBRICANT SPONGE SPREADER M&S # 164-76200-7 2 13.5 2.375 1.98 35 3000 .528LBS/FT 595-439-103 164-76320-8 6 11 6.625 5.33 42 450 4.944LBS/FT 595-439-405 164-763-800 8 9 8.625 6.6 B8 40 10.001LBS/FT 1164-76.3-8101 10 9 10.75 1 8.218 215 40 15,534LBS FT 164-763-900 20 11.5 19.782 16.146 20 TABLE 3 M&S # COUPLING SIZE 164-466--009 1" PVC TO 1" PVC 164-470-006 2" PVC TO 2" PVC 164-453-004 4" PVC TO 4" PVC 154-448-020 4" PVC TO 2" PVC 164-449-007 5" PVC TO 5" PVC 164-448-001 4" PVC TO 5" PVC 164-450-005 6" PVC TO 6" PVC 164-447-004 5" PVC TO 6" PVC 164-446-000_ 8" TO 6" COUPLING OR PVC, HDPE, STEEL * VALUES SHOWN ARE ACCORDING TO PLASTICS PIPE INSTITUTE GENERAL INDUSTRY BONDUIT ADHESIVE KIT M&S #522-142-000 STANDARDS, IF NEEDED, CONSULT WITH CONDUIT SME FOR ADDITIONAL INFORMATION. DISPENSING TOOL — M&S #593-780-000 F P L Cl Z� N 9/2/16 UPDATE TABLE 2 ARR ELS I RDH I OH & UG DISTRIBUTION SYSTEM STANDARDS 7/26/16 UPDATE NOTES ARR ELS RDH ORIGINATOR: BLM DRAWN BY: RAS 4/20/16 UPDATE TABLE 2 ARR ELS RDH DATE: 8/9/96 APPROVED; JJ McEVOY ADDED5 NO SCALE OH DATE REVISION ORIO, DRAWN APPR. SUPESUPPOAT S�RVECEUG SODUCT CAO I UN --28.0.3 i DIRECTIONAL BORE I UN -28.0.3 I INSTALLATION GUIDELINES AFTER SET UP, THE DRILL FRAME IS ANCHORED TO THE GROUND AT A SHALLOW APPROACH ANGLE. USING FLEXIBLE STEEL BORING RODS, AVAILABLE IN VARYING WIDTHS AS REQUIRED, A STEERABLE BORING HEAD IS THEN USED TO ADVANCE THROUGH THE GROUND, LEVELING AND EXITING WHERE REQUIRED. THESE RODS ARE AT TIMES REFERRED TO AS A "DRILL STRING", THE HEAD CONSISTS OF A JET BIT OR DOWN HOLE MUD MOTOR, THE DRILL HEAD HAS AN ANGLED FACE. WHEN ROTATED, IT ADVANCES FORWARD. WITHOUT ROTATION, IT WILL GLANCE AWAY FROM THE ANGLED FACE. COMBINING THESE TECHNIQUES, STEERING IS ACCOMPLISHED MOVING UP, DOWN, LEFT OR RIGHT. A RADIO TRANSMITTING DEVICE IN THE HEAD PROVIDES DEPTH, ROLL ANGLE AND PITCH DATA TO A RECEIVER ABOVE GROUND TO TELL THE OPERATOR WHERE THE DRILL HEAD NEEDS TO GO. AFTER THE PILOT HOLE IS CREATED, A REAMER IS ATTACHED TO THE DRILL STRING FOR PULL BACK. A SWIVEL IS THEN ATTACHED TO PREVENT THE PE DUCT FROM ROTATING, THE WORK STRING IS PULLED BACK TO THE DRILLING RIG, SIMULTANEOUSLY INSTALLING THE CONDUIT IN THE EXPANDED HOLE, FOR 6" PE DUCT INSTALLATIONS, IT IS RECOMMENDED THAT THE ENTIRE REEL LENGTH BE REMOVED AND ALLOWED TO REGAIN ITS ROUND SHAPE PRIOR TO PULL BACK. THIS TAKES ABOUT ONE HOUR IN SUNLIGHT, THIS IS NOT REQUIRED FOR SMALLER SIZES. WHERE INSTALLING 6" PE IN WATER CROSSINGS, INSTALL THE 1000 MCM AL TRXLPE 25 KV CABLE (M&S #100-296-008). FOR PULLS, IT IS RECOMMENDED THAT A SPONGE SPREADER BE USED TO SPREAD THE LUBRICANT AHEAD OF THE CABLE WHILE USING THESE SPREADERS, CONSIDER USING ABOUT 1 GALLON OF APPROVED CABLE LUBRICANT FOR EVERY 200 FEET OF CABLE. SEE TABLE 2 FOR THE APPROVED SPREADERS AVAILABLE AS A TOOL ITEM. AFTER COMPLETION OF THE BORE AND PULL BACK, ALL SURFACE SLURRY WILL BE REMOVED FROM THE SITE BY THE CONTRACTOR, ANY SOD REPLACEMENT REQUIRED AT ACCE55 PITS WILL ALSO BE DONE BY THE CONTRACTOR. AS BUILTS WILL BE PROVIDED AS REQUIRED AS WELL. CONTACT LOCAL CONTRACT ADMINISTRATION FOR MORE INFORMATION. GROUNDING FOR INSTALLATION IN DIRECTIONAL BORE DUCT BANKS, INSTALL A 2" CONDUIT IN THE DIRECTIONAL BORE WITH THE OTHER CONDUITS AND PULL THE 4/0 COPPER INSULATED CABLE NEUTRAL IN THE 2" CONDUIT, THE 4/0 COPPER INSULATED CABLE NEUTRAL SHALL BE CONNECTED TO THE SUBSTATION GROUND. FOR ANY ADDITIONAL QUESTIONS RELATED TO CONSTRUCTION OPERATIONS, CONTACT THE RESPONSIBLE DEO OPERATIONS SPECIALIST, UPDATE DATE FPL Z'?'- I N OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: HLM DRAWN BY; RAS DATEs6/9/96 APPROVED: J.J McEvoy NO SCALE I SUPERVISOR, OH/UG PRODUCT SUPPORT SERVICES O -k CALL SUNSHINE 1800-482-4770 48HOURS BEFORE YOU DIC FOR UNDERGROUND LOCA NOTIFY FPL REP. FOR INSPECTION OF TRENCH DEPTH & PVC INSTALLATION P_RiOR TO BACKFILLING TRENGH. POLE ---INSTALL PULL STRING (#18 TWINE) - (CONC. / WOO 3" MAX, IN CONDUIT, TAO & MARK ENDS FPL CONCRETE -- FINAL GRADE TRANSFORMER PAD 36" MIN. COVER 90° SEND - 4 FROM FINAL . 36" RADIUS 1 36" MIN. GRADE TO TOP 'fiti�`' •- FPL 5" PVC tivry'-_ 1 OF CONDUIT CONDUIT IF REQUIRED: 40 CONDUIT BENDS AT RISER POLE TO BE 164-33800-1 ENCASED IN CONCRETE WITH 12" MIN. SEPARATION 4-80LB, SAGS OF SAKRETE. FROM FPL CONDUIT TO FORM CONCRETE ADJACENT FOREIGN UTILITY WITH TO POLE AND AT SURFACE. WELL TAMPED EARTH USE 5" BEND SEGMENT TO FOREIGN UTILITY PASS UNDER OR OBSTRUCTION OBSTRUCTION IF REQUIRED. 12" MIN. SEPARATION OF WELL TAMPED EARTH EPL CONDUIT CROSSING UNDER A FOREIGN UTILITY Mg.lLsi • 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 FOR PAVING, ETC. BEGIN MACHINE COMPACTION 6" MINIMUM ABOVE CONDUIT, + WHERE 36" OF COVER CANNOT BE MAINTAINED, 30" OF COVER WILL BE ALLOWED WITH 3" OF CONCRETE ENCASEMENT AROUND THE CONDUIT. (N.E.S,C. RULE FOR PRIMARY VOLTAGES) - L_LtST 5" PVC SCH 40 CONDUIT 20' LENGTH (BELLED END) 164-33800-1 90" BEND 36" RADIUS 164-26250.5 900 BEND 48" RADIUS 164-25200-9 45" BEND 48" RADIUS 16461400-8 5" BEND SEGMENT 164-56100-1 22,50 SWEEP 12'-6" RADIUS 164-13000-1 STRAIGHT COUPLING 164-44900-7 REPAIR SLEEVE 6' LONG 164-47530-0 END PLUG 164-53500-1 ELECTRONIC MARKER 690-61601-5 TWINE #18112# ROLL 64221800-5 GRADE----_, ELECTRONIC MAX. MARKER' L�> AS REQUIRED 'V --END PLUG D!j T END MARKING. (1F REQUIRED) z12" MINIMUM .- HORIZONTAL. a SEPARATION r^ I OR FPL 1 FOREIGt CONDUIT UTILITY INSTALLATION OF FPL CONDUIT PARALLEL WITH - OR - IN A SHARED TRENCH WITH A FOREIGN UTILITY, 23 FPL SUPPLIED 5" PVC C NQUIT TYPICAL CUSTOMER INSTALLATION DETAILS (PORTIONS OF UN -6, UN-15,CONC. & PAD DETAILS) - CALL SUNSHINE 1.800.432.4770 48HOURS BEFORE YOU DIG FOR UNDERGROUND LOCATIO - NOTIFY FPL REP, FOR INSPECTION OF TRENCH DEPTH & PVC INSTALLATION PRIOR TO BACKFILLING TRENCH. POLE ✓- -INSTALL PULL STRING (#18 TWINE) 1 WOOD IN CONDUIT, TAG & MARK ENDS (CONC. ) 3" MAX. FPI. CONCRETE " " FINAL GRADE TRANSFORMER PAD 36" MIN. COVER aBEND } FROM -FINAL 36" RADIUSSy 36' , MIN, GRADE TO TOP FPL G" PVC OF CONDUIT CONDUIT IF REQUIRED: BENDS AT RISER POLE TO BE ENCASED IN CONCRETE WITH 4-80LB, SAGS OF SAKRETE. FORM CONCRETE ADJACENT TO POLE AND AT SURFACE, 0--T 12" MIN, SEPARATION FROM FPL CONDUIT TC FOREIGN UTILITY WITH WELL TAMPED EARTH USE 50 BEND SEGMENT TO FOREIGN UTILITY PASS UNDER OR OBSTRUCTION OBSTRUCTION IF REQUIRED, 12" MIN. SEPARATION OF WELL TAMPED EARTH FOL CONDUIT CROSSIROJUNDER A FOREIGN UTILITY NOTES: • BACK -FILL WITHIN 4" OF THE CONDUIT TO BE FREE OF MATERIAL THAT MAY DAMAGE CONDUIT SYSTEM (BOARDS, ROCKS LARGER THAN 1" IN DIAMETER, DEBRIS, ETC.) • IF COMPACTION OF TRENCH ROUTE 18 REQUIRED FOR PAVING, ETC, BEGIN MACHSNE COMPACTION 6" MINIMUM ABOVE CONDUIT. • WHERE 36" OF COVER CANNOT BE MAINTAINED, 30" OF COVER WILL BE ALLOWED WITH 3" OF CONCRETE- ENCASEMENT AROUND THE CONDUIT. (N.E.S.C, RULE FOR PRIMARY VOLTAGES) MATERIAL LIST 6" PVC $CH 40 CONDUIT 20' LENGTH (BELLED END) 164-34000-5 90° BEND 48" RADIUS 164-25100-2 46" BEND 60" RADIUS 164-61600-4 50 BEND SEGMENT 164-66200-8 22,50 SWEEP 12'-B" RADIUS 164-13100-7 STRAIGHT COUPLING 164-45000-5 REPAIR SLEEVE 6" LONG 164-47540-7 END PLUG 164-63600-7 ELECTRONIC MARKER 590-61601-5 TWINE #18 1J2# ROLL 642.21800.6 C�RADI*•--� ELECTRONIC MAX. MARKER A$ RROVIRED tEND PLUG DUCT END MA K� ING (IF REQUIRED) 2 Z2" MINIMUM HORIZONTAL SEPARATION !r -O RRR FOREIGN FPL CONDUIT UTILITY INSTALLATION OF FPL CONDUIT PARALLEL WITH - OR - IN A SHARED TRENCH WITH A FOREIGN UTILITY. zq FPL SUPPLIED 6" PVG CONDMIT TYPICAL CUSTOMER INSTALLATION DETAILS (PORTIONS OF UN -6, UN-15,CONC. & PAD DETAILS) UN -15.0.0 LOCATION OF DUCT OR CABLE ENDS UN --15.0.0 USING ELECTRONIC MARKER SYSTEM TYPICAL INSTALLATION FULL RANGE MARKER N/ 24" MA>aMUM PLUG ALL DUCT ENDS AS REWIRED 12 Lo; o i w• 4" SPHERICAL MARKER NOTES: 1, THE ELECTRONIC MARKER SYSTEM (EMS) IS AN ELECTRONIC ELEMENT TUNED TO A SPECIFIC FREQUENCY FOR FPL CO. 2. A TYPICAL INSTALLATION IS SHOWN ABOVE OTHERS MAY BE: A. ENDS OF CONDUIT PLACED ACROSS AREAS (PAVED, LANDSCAPED, ETC.) IN ADVANCE OF CABLE INSTALLATION. CABLE WILL BE INSTALLED IN THE CONDUIT ON SUBSEQUENT JOB. B. TEMPORARY END OF UNDERGROUND CABLES OR CONDUITS. C. TEMPORARY END OF CUSTOMER CONDUITS THAT FPL WILL EXPOSE AND CONNECT TO, D. FEEDER CABLE OR DUCT BANK TURNING POINTS NOT EASILY LOCATED FROM ABOVE GROUND REFERENCES. E. FUTURE HANDHOLE LOCATIONS. F. AT BOTH ENDS OF A ROAD CROSSING NOT OTHERWISE INDICATED ABOVE. THEY ARE NOT GENERALLY USED FOR: A. MARKING THE ROUTE OF DUCT OR CABLE. B. MARKING THE ENDS OF SPARE CONDUITS PLACED ALONGSIDE OF EXISTING SECONDARY CABLE, 3. CARE SHOULD BE TAKEN IN REMOVAL, AS THE EMS IS A REUSABLE ITEM. 4. FULL RANGE MARKERS SHOULD BE SET LEVELED HORIZONTALLY ABOVE CONDUIT OR CABLE TO BE MARKED. SPHERICAL MARKERS CAN BE INSTALLED IN ANY ORIENTATION. PEG MARKERS MUST BE INSTALLED VERTICALLY. 5. MARKER SHOULD BE COVERED WITH 4" OF FIRM SOIL TO PREVENT MOVEMENT DURING BACKFILL. 6. NOTE SHOULD BE MADE ON WORK SKETCH THAT CABLE OR CONDUIT ENDS ARE TO BE MARKED WITH EMS, FPL EMS MARKERS M&S DESCRIPTION 590-61801-5 FULL RANGE, "TOILET SEAT" 690-61610-4 PEG MARKER EXISTING HANDHOLES 590-61600-7 4" SPHERICAL MARKER 4" SPHERICAL MARKER NOTES: 1, THE ELECTRONIC MARKER SYSTEM (EMS) IS AN ELECTRONIC ELEMENT TUNED TO A SPECIFIC FREQUENCY FOR FPL CO. 2. A TYPICAL INSTALLATION IS SHOWN ABOVE OTHERS MAY BE: A. ENDS OF CONDUIT PLACED ACROSS AREAS (PAVED, LANDSCAPED, ETC.) IN ADVANCE OF CABLE INSTALLATION. CABLE WILL BE INSTALLED IN THE CONDUIT ON SUBSEQUENT JOB. B. TEMPORARY END OF UNDERGROUND CABLES OR CONDUITS. C. TEMPORARY END OF CUSTOMER CONDUITS THAT FPL WILL EXPOSE AND CONNECT TO, D. FEEDER CABLE OR DUCT BANK TURNING POINTS NOT EASILY LOCATED FROM ABOVE GROUND REFERENCES. E. FUTURE HANDHOLE LOCATIONS. F. AT BOTH ENDS OF A ROAD CROSSING NOT OTHERWISE INDICATED ABOVE. THEY ARE NOT GENERALLY USED FOR: A. MARKING THE ROUTE OF DUCT OR CABLE. B. MARKING THE ENDS OF SPARE CONDUITS PLACED ALONGSIDE OF EXISTING SECONDARY CABLE, 3. CARE SHOULD BE TAKEN IN REMOVAL, AS THE EMS IS A REUSABLE ITEM. 4. FULL RANGE MARKERS SHOULD BE SET LEVELED HORIZONTALLY ABOVE CONDUIT OR CABLE TO BE MARKED. SPHERICAL MARKERS CAN BE INSTALLED IN ANY ORIENTATION. PEG MARKERS MUST BE INSTALLED VERTICALLY. 5. MARKER SHOULD BE COVERED WITH 4" OF FIRM SOIL TO PREVENT MOVEMENT DURING BACKFILL. 6. NOTE SHOULD BE MADE ON WORK SKETCH THAT CABLE OR CONDUIT ENDS ARE TO BE MARKED WITH EMS, SUPERSEDES UN -15.0.0 LAST REVISED ON 1-29-92 F P L U 4 8/16/05 UPDATE NOTES RJO ELS JJM OH & UG DISTRIBUTION SYSTEM STANDARDS N 3 11/18/03 UPDATE NOTES RJO ELS JJM 27/16/01 UPDATE DRAWING (NOTES) RAP JES JJM ORIGINATOR: 8LM DRAWN BY: RAS 1 B/26/99 UPDATE DRAWING (TEXT & CHART) RAP JES JJM 0 N0, 6/09/96 DATE ORIGINAL DRAWING REVISION BLM RASJJM ORIG, DRAWN APPR, DATE:8/09/96 APPROVED: J.J. MCEVOY SUPERVISOR OH CC PRODUCT SUPPOR'� S CES NO SCALE CONDUIT LOCATIONS FOR 3 PHASE UX�-1 14. U ,1 DEAD FRONT PAD MOUNTED TRANSFORMEIRS UX --114.0.1 500IZ ]A USING 2 5I' IDUCTS FOR PRIMA PRIMARY CABLES I DATE 611 i Bol? I" 38" t8" PRIMARY 5" SEC 9" 13" 0 0 a MAX (FRONT OF PAD) METERING CONDUIT (IF REQUIRED) NOTES; 1)REFERENCE -T-70,01 OF THE DCS 2)PAD M&S 1162-24680-0 3)ALL CONDUITS TO EXTEND 3"MAX AHDVF GROUND LEVEL 4)ALL SECONDARY /CUSTOMER CONDUITS MUST F11T WITHIN THE 19"X13" AREA INDICATED. WILL HOLD 8--4" CONDUITS MAX. 5)ALL CONDUIT RELATED DIMENSIONS ARE TD THE CES OF THE DUCT S)MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND REAR OF TRANSFORMER PAD, I' P L 0H & UG DISTRIBUTION SYSTEM STANDARDS DMONAMR: SMS ORAYM eY: 81LL 2 UPDATE ORAWND (NOTE" 41 RAP JES kM DATE: APPROW(h J.l. MC."y 110 SMLE 9UY R O UG RnuQT u REVISION OR10. ow"[ APPR SVPPGP SEFASS UN -6.0.0 TYPICAL INSTALLATION OF CONDUIT UN --6.0.0 ELLS AT RISER POLES AND PAD MOUNTED TRANSFORMERS "A" "B" "B" 8" 10" ��w�" PVC/PE U -GUARD W/ADAPTER BOOT r -1 2{2t D 4' MIN. RADIUS " FOR SECONDARY) (36" MIN. RADIUS (NOTE 3) FOR PRIMARY) 2" PVC OR A911 -PE CONDUIT t2" PVC COUPLING (2" PE BEND CAN BE MADE SECTION "A -A" WITHOUT COUPLING) PVC OR PE CONDUIT SEE NOTE 2 PVC OR PE CONDUrT SEE NOTE 2 NOTES: 1. BENDS AT RISER POLE CAN BE ENCASED IN CONCRETE (�-BOLB. BAGS FOR 2 RISER CONDUIT AND 4-801LB. BAGS FOR 5 RISER, SAKRETE M&S 503-10700-1). IF PULL TENSIONS WARRANT, FORM CONCRETE ADJACENT TO POLE AND AT SURFACE. 2. RADIUS VARIES, FOR 2" PVC CONSTRUCT10N USE 24" OR 36" RADIUS, M&S 164-23800-6 OR M & S #164-23901-1. PE CONDUIT MAY BE FIELD BENT. 3. NESC RULES REQUIRE MIN, 30" DEPTH FOR PRIMARY VOLTAGE CABLE, WHERE CONCRETE ENCASED, LESSER DEPTHS ARE PERMITTED, 2 7/13/011 UPDATE DRAWING (NOTES & TEXT) RAP I JES 1 8/26/99 UPDATE DRAWING (NOTES & TEKT) RAP JES 0 8/09/96 ORIGINAL DRAWING BLM RAS N0, DATE REVISION ORIG. DRAW JJM " PVC/PE U -GUARD W/ADAPTER BOOT 3" 30" MAX, (NOTE 3) 48" MIN. RADIUS SECTION "S -B" PAD MOUNTED TRANSFORMS REGULAR (42":k HIGH) =_- DFADFRONT PAD a MOUNTED a TRANSFORMS LOWSTYLE (24"± HIGH) CABLE IN CONDUIT (PVC OR PE DUCT, SEE NOTE 2 Z7_ SUPERSEDES UN -6.0.0 LAST REVISED ON 6-30-93 Amk F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: BLM DRAWN BY: RAS JJM JJM DATE:8/09/96 APPROVED: J.J. MCEVOY NO SCALE SUPERVISOR, OH UO PRODUCT APPR. SUPPORT S CES 1 J L-17.0.7 SHEAR BOLT SECONDARY CONNECTORS IN L-17.0.7 HANDHOLE FOR CONNECTING 2 TO 4 SERVICES NEUTRAL �Q�/fi NEUTRAL NAV/ Jti �J S�RYOf ® 0R`,Cf `)® c SEE NOTE 3 ®n SEE NOTE 3 / ®�" FUSE HOLDER, FUSE FUSE HOLDER, FUSE & SEAL FOR STREET y G LIGHT CKT. IF REQ'D. & SEAL FOR STREET LIGHT CKT, IF REQ'D. Oj S (SEE H-3.0.0G (SEE NOTE AND H-7.0.1} AND H-7,0,1) SEE 182-120-006 (24'X13'X18' DEEP) o� c � 153-066—DOB (4 PORT) 162-120-008 (24 X13'X18" DEEP) 4/0 SECONDARY, AND 3 OR 4 SERVICES 183-086-009 (5 PORT) 1/4" HOLES a 4 PORT SHEAR BOLT CONNECTOR (PIRANHA) 5 PORT SHEAR BOLT CONNECTOR (PIRANHA) CONNECTION DIAGRAM CONNECTION DIAGRAM ADORE' FOR 1 - 2 SERVICE FOR 3 - 4 SERVICE w.1e_cxcwj 2-1/2" M&S #163-066-008 M&S #163-066-009 ►cr�anl s>VroR 0 � �2-1/2!!� O TOP VIEW OF CONDUIT 600 MOM TO 750 MOM IN M&S # 549-378-009 NOSES. O (SEEUNOTE 5)NDHOLE 1. FOR ONE SERVICE, SEE UC -5.0.0, UC -6.0.0 AND UC -8.0.2. O 2. ONLY INSULATED CONDUCTORS MAY BE CONNECTED TO SHEAR ORAD BOLT CONNECTORS. 3. INSTALL TAG M&S /549-378-009 EVERYTAIE A CONNECTOR 15 INSTALLED OR REPLACED. 4. FOR ADDITIONAL INFORMATION REFER TO L-17.0.9, L-17,0.10 HANDHOLE AND L-17.0.11. _ :_ ]— ELEVATION 5. FOR 24" AND 30" HANDHOLES INSTALL ALL CONDUITS AT a ONE END OF THE HANDHOLE. BOTH THE 24' AND 30' N 00 HANDHOLES COME WITH A SPECIAL STENCIL 'TO PLACE ALL jj— PLUG a, CONDUITS AT THE END OF THE HANDHOLES'. THIS ALLOWS — — THE CONDUCTOR TO BE LIFTED OUT OF THE HANDHOLE AND — ____j 2"-45' 24" R) WORK THE CONNECTORS ABOVE GROUND. 2"-45'(24" R) PVC SEND 2" PVC 2" PVC PVC SEND B. WHEN FIELD CONDITIONS DICTATE THE USE OF FIVE OR MORE CABLES, IT MAY BE BEST TO CONSIDER THE USE Of THE 30' HANDHOLE, AS THIS WILL ALLOW ADDITIONAL ROOM TO WORK SERVICE S 2"-45' 24" R) SERVICE DUCT THE CONNECTIONS. 2 PVC;jARY T PVC BEND 7. A 24' HEAVY DUTY HANDHOLE (M&S #162-120-500) IS TABLE 1 ALSO AVAILABLE FOR USE IN SIDEWALKS, DRIVEWAYS AND PARKING LOTS, NOT FOR USE IN ROADWAYS OR AREAS OF DELIBERATE TRAFFIC. TAoI r CABLES CONNECTORS HMDHOLE 1/0 SECONDARY, 18 DUPLEX AND 12CU FOR STREET LIGHT 163-066—DOS (4 PORT) 182-304-001 (i5.6`X10.5"%i8' DEEP) 1/0 SECONDARY. AND 1/0 SERVICES, UP TO 4 SERVICES 163-068—DO9 (S PORT) 182-120-006 (24'X13'X18' DEEP) 4/0 SECONDARY, AND 1 OR 2 SERVICES 153-066—DOB (4 PORT) 162-120-008 (24 X13'X18" DEEP) 4/0 SECONDARY, AND 3 OR 4 SERVICES 183-086-009 (5 PORT) 162-120-008 (24X13X18' DEEP) 250 MOM TO 350 MOM 163-066-010 5 PORT) 162-100-007 34X17X18' DEEP 360 MCM TO 500 MOM (NO MORE TEUN 4 SETS) 183-088-011 (5 PORT) 162-100-007 (30X17X18' DEEP) 400 MOM TO 600 MOM (NO MORE THAN 4 SETS) 163-017-502 (6 PORK 152-100-007 (.SBX17XIB- DEEP) 400 MCM TO 500 MOM (NO MORE THAN 5 SKIS) 163-017-502 (6 PORT) 162-121-004 (48X30X3V DEEP) 600 MOM TO 750 MOM 163-017-502 (S PORT) 162-121-004 (48X30X36' DEEP) 162-122-892 (32"X50"X36" DEEP) FOR TRAFFIC LOADING USE HANDHOLE 162-122-893 (17"X30"X18" DEEP) Allk 22 7 UPDATE TABLE ARR ELS F P L a z 16 UPDATEzll APO NOTE 7 ARR ELS ROH OH & UG DISTRIBUTION SYSTEM STANDARDS 9 27 16 T B D B 5 1 16LJP13ATE D t— AND ARR ELS.J BREQ ORIGINATOR: SMS DRAWN BY. RAS 11711/11/14 UPDATE TABLE ARR ELS RDH DATE: 8/09/96 APPROVED: J,R. "PEPE" DIAZ NO SCALE N0, DATE REVISION OftIG, DRAWN APPR. RELIABILITY ENGINEERING MANAGER CCA01 5 L-17.0.8 INSTALLATION INSTRUCTIONS FOR L-17.0.8 UG MULTITAP CONNECTORS 400-750MCM CABLES M&S #163-017-502 (6 PORT CONNECTOR) INSTALLATION STEPS 1. IDENTIFY THE CONDUCTOR SIZE BEING USED AND CUT ROCKET TO CORRECT RING SIZE, 4th RING 3rd RING CUT CUT #ERE —� HERE FOR RING CUT FOR 400 x`500 MCM HEREFOR #750 MCM 2, WIPE CONDUCTOR JACKET CLEAN, APPLY SILICON GREASE AND SLIDE CUT ROCKET OVER CONDUCTOR. 3. REMOVE ANY EXCESS SILICON GREASE, STRIP 2-114" OF INSULATION FROM CONDUCTOR (REMOVE ANT DAMAGE CONDUCTOR I,E., BURNED INSULATION, BROKEN STRANDS) DO NOT USE A KNIFE FOR REMOVING INSULATION, USE THE APPROVED 4 WAY STRIPPER INSTEAD. 4. WIRE BRUSH THE CONDUCTOR THOROUGHLY TO BREAK UP SURFACE OXIDES ADD INHIBITOR AND WIRE BRUSH AGAIN INTO STRANDS. 5. INSERT CONDUCTOR INTO THE CONNECTOR'S PORT LEAVING A MAXIMUM OF 1/4" BARE CONDUCTOR EXPOSED. 6. TIGHTEN BOTH SETS OF SCREWS ON THE CONDUCTOR TO A TORQUE VALUE OF 30FT-LBS (FOR #14004750MCM CABLES). 7. SLIDE ROCKET OVER THE PORT AND ON TO THE PVC SHOULDER OF THE CONNECTORS. MAKE SURE THAT A TIGHT FIT IS ACCOMPLISHED BETWEEN THE CONNECTORS BODY AND THE ROCKET. NOTES: FOR ADDITIONAL INFORMATION REFER TO PAGES UC -1.0.1. AS WELL AS MANUFACTURER INSTALLATION INSTRUCTIONS PROVIDED WITH EACH CONNECTOR, REFER TO DCS PAGE L-17.0.7 FOR ADDITIONAL INFORMATION, 20/15 UPDATE M&S NUMBER /3/11 UPDATE NOTE 3 AND 7 20/11 UPDATE TITLE BAR, DWG & 15/09 UPDATE TITLE BAR & NOTES 24/08 UPDATE NOTES REVISION ARR ELS RDH I ARR ELS WM F P L GG4rrr // ARR ELS B!N OH & UG DISTRIBUTION SYSTEM STANDARDS ARR ELS JRD ORIGINATOR: AR DRAWN BY: ELS ARR ELS JRD APPROVED: JOSE R. DIAZ NO SCALE ARR ELS -DATE., JRD MANAGER, RELIABILITY ENGINEERING CAC3 L-17.0.9 1 SHEAR HEAD BOLT CONNECTOR FOR I L-17.0.9 CONNECTING 2 TO 4 SERVICES IN HANDHOLES INSTALLATION INSTRUCTIONS FOR UNDERGROUND_ CONNECTORS M&S #163-066-008 (4 PORT) & M&S #163-066--009 (5 PORT) STEP 1 LOOSEN, BUT DO NOT REMOVE THE SHEAR -HEAD BOLTS ON THE PORT/PORTS TO BE USED, STEP 26 FOR #4/0 AND #1/0 CABLES REMOVE THE SEAL CAP. ,TEP 28 FOR #2,#6,#10 AND #12 CABLES LEAVE THE SEAL CAP IN PLACE AND PIERCE A SMALL HOLE IN THE END OF THE SEAL CAP USING AN AWL, MAKE SURE TO "BUNDLE UP" THE CABLES UP TO 3 TIMES FOR A PROPER CONNECTION BETWEEN THE SHEAR BOLTS, THE CABLE AND THE TEETH IN THE PORTS OF THE CONNECTORS, SHEAR-HFAn ,STEP 3 FOR #1/0 AND #4/0 CABLES, CUT THE END OF THE CABLES AT A SLIGHT ANGLE (NO MORE THAN 25') TO FACILITATE THE INSERTION INTO THE PORT. DO NOT STRIP THE CABLE INSULATION. 25' STEP 4 WIPE THE CONDUCTOR CLEAN AND APPLY SILICON GREASE TO THE CABLE TO AID IN THE INSERTION PROCESS, FOR #4/0 CABLES PRE -PUNCH THE PORTS WITH A PIECE OF #1/0 CABLE. STEP 5 MARK CABLE JACKET WITH VINYL TAPE OR GREASE PENCIL AT A DISTANCE OF 4 1/2" FROM THE END TO MAKE SURE THAT CONDUCTOR IS FULLY INSERTED. G 0 STEP 6 HAND TIGHTEN THE SHEAR BOLTS ON THE USED PORTS. USE A SHORT SIX -POINT 3/4 INCH SOCKET (M&S #594-955-002) ON A BATTERY OPERATED IMPACT DRIVER MAKE SURE THE BATTERY IS FULLY CHARGED) TO AVOID ROUNDING THE SHEAR-HEAOS. TIGHTEN THE BOLTS ON PORTS USED, GOING FROM THE SHEAR -HEAD CLOSEST TO THE CONDUCTOR TO THE OTHER ON THE SAME CONDUCTOR, UNTIL THE SHEAR -HEAD OPERATES. ENSURE THAT THE SOCKET FULLY ENGAGES THE SHEAR -HEAD EACH TIME, FOR SHEAR BOLTS REMOVAL USE A SHORT SIX -POINT 11/16 INCH SOCKET (M&S #594-955-003). MOVE THE SOCKET FROM THIS POSITION WHILE 'HEAR STEP Z ENSURE ALL SHEAR HEAD BOLTS ON USED PORTS HAVE BEEN "SHEARED OFF", THAT SEAL CAPS ARE NOT MISSING ON UNUSED PORTS AS WELL AS NO LOOSE SHEAR -HEAD BOLTS, NOTES; S #163-066-064, SHEAR BOLT FOR 4 AND 5 PORT PIRANHAS WITH A #6-#4/0 CABLE SIZES, 2. FOR CONNECTING #250-350MCM CABLES USE M&S #163-066-010. SEE TABLE I ON PAGE L--17.0.7. 22/18 ADD NOTE 1 ARR I E PI RCE HOLE !'' � •<<:, WITH AN AWL S_ , so F1 L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: ARR DRAWN BY: E.SCHILLING DATE: 10/14/08 APPROVED: ARI LMA NO SCALE LEAD SUPERVISOR, UG PRODUCTS /21/10 UPDATE STEP 2B ARR ELS 8XN ,STEP 3 FOR #1/0 AND #4/0 CABLES, CUT THE END OF THE CABLES AT A SLIGHT ANGLE (NO MORE THAN 25') TO FACILITATE THE INSERTION INTO THE PORT. DO NOT STRIP THE CABLE INSULATION. 25' STEP 4 WIPE THE CONDUCTOR CLEAN AND APPLY SILICON GREASE TO THE CABLE TO AID IN THE INSERTION PROCESS, FOR #4/0 CABLES PRE -PUNCH THE PORTS WITH A PIECE OF #1/0 CABLE. STEP 5 MARK CABLE JACKET WITH VINYL TAPE OR GREASE PENCIL AT A DISTANCE OF 4 1/2" FROM THE END TO MAKE SURE THAT CONDUCTOR IS FULLY INSERTED. G 0 STEP 6 HAND TIGHTEN THE SHEAR BOLTS ON THE USED PORTS. USE A SHORT SIX -POINT 3/4 INCH SOCKET (M&S #594-955-002) ON A BATTERY OPERATED IMPACT DRIVER MAKE SURE THE BATTERY IS FULLY CHARGED) TO AVOID ROUNDING THE SHEAR-HEAOS. TIGHTEN THE BOLTS ON PORTS USED, GOING FROM THE SHEAR -HEAD CLOSEST TO THE CONDUCTOR TO THE OTHER ON THE SAME CONDUCTOR, UNTIL THE SHEAR -HEAD OPERATES. ENSURE THAT THE SOCKET FULLY ENGAGES THE SHEAR -HEAD EACH TIME, FOR SHEAR BOLTS REMOVAL USE A SHORT SIX -POINT 11/16 INCH SOCKET (M&S #594-955-003). MOVE THE SOCKET FROM THIS POSITION WHILE 'HEAR STEP Z ENSURE ALL SHEAR HEAD BOLTS ON USED PORTS HAVE BEEN "SHEARED OFF", THAT SEAL CAPS ARE NOT MISSING ON UNUSED PORTS AS WELL AS NO LOOSE SHEAR -HEAD BOLTS, NOTES; S #163-066-064, SHEAR BOLT FOR 4 AND 5 PORT PIRANHAS WITH A #6-#4/0 CABLE SIZES, 2. FOR CONNECTING #250-350MCM CABLES USE M&S #163-066-010. SEE TABLE I ON PAGE L--17.0.7. 22/18 ADD NOTE 1 ARR I ELS RDH so F1 L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: ARR DRAWN BY: E.SCHILLING DATE: 10/14/08 APPROVED: ARI LMA NO SCALE LEAD SUPERVISOR, UG PRODUCTS /21/10 UPDATE STEP 2B ARR ELS 8XN 12 10 UPDATE STEP 3,4 AND 6 ARR ELS JRD /3/09 UPDATE STEP 6 & ADDED NOTE ARR ELS JRD 29/09 ADDED M&S 594-985-002 ON STEP 6 ARR ELS AEL 9 D9 UPDATE NOTES ARR ELS AEL /11 06 ORIGINAL DRAWING I ARR ELS AEL DATE REVISION GRID. DRAWN APPR, 1 L (;AQ SHEAR HEAD BOLT CONNECTOR FOR L-1'7.0.10 CONNECTING 2 TO 4 SERVICES IN HANDHOLES L-17.0.10 FOR _4d/n 49F;n_.UgtinhAP'k4 PAPTPQ INSTALLATION INSTRUCTIONS FOR UNDERGROUND CONNECTORS M&S #163--066-010 (5 PORT) HEE 1 LOOSEN, BUT DO NOT REMOVE THE SHEAR -HEAD BOLTS ON THE PORT/PORTS TO BE USED. 5TTEP 26 FOR #4/0, #250 AND #350MCM CABLES REMOVE THE SEAL CAP, STEP 28 FOR #1/0 CABLES LEAVE THE SEAL CAP IN PLACE AND CUT THE TOP OF THE CAP RING. SHEAR -HEAD CUT THE TOP Of ;��' BOLTS THE CAP RING AT THIS LOCATION , SEAL CAPS -- STEP— STEP 3 CUT THE END OF THE CABLES AT A SLIGHT ANGLE (NO MORE THAN 25') TO FACILITATE THE INSERTION INTO THE PORT. DO NOT STRIP THE CABLE INSULATION. 25' STEP 4 WIPE THE CONDUCTOR CLEAN AND APPLY SILICON GREASE TO THE CABLE TO AID IN THE INSERTION PROCESS. FOR #4/0, #250 AND #350 CABLES PRE -PUNCH THE PORTS WITH A PIECE OF #4/0 CABLE. STEP 5 MARK CABLE JACKET WITH VINYL TAPE OR GREASE PENCIL AT A DISTANCE OF 4 1/2" FROM THE END TO MAKE SURE THAT CONDUCTOR IS FULLY INSERTED. L W Wlb STEP 6 HAND TIGHTEN THE SHEAR BOLTS ON THE USED PORTS. USE A SHORT SIX -POINT 3/4 INCH SOCKET (M&S #594-955-002) ON A BATTERY OPERATED IMPACT DRIVER (MAKE SURE THE BATTERY IS FULLY CHARGED) TO AVOID ROUNDING THE SHEAR -HEADS, TIGHTEN THE BOLTS ON PORTS USED, GOING FROM THE SHEAR -HEAD CLOSEST TO THE CONDUCTOR TO THE OTHER ON THE SAME CONDUCTOR, UNTIL THE SHEAR -HEAD OPERATES, ENSURE THAT THE SOCKET FULLY ENGAGES THE SHEAR -HEAD EACH TIME. FOR SHEAR BOLTS REMOVAL USE A SHORT SIX -POINT 11/16 INCH SOCKET (M&S #594--955-003). THE SOCKET THIS POSITION "' -M THIS POSITION WHILE TIGHTENING THE SHEAR HEADS, STEP 7 ENSURE ALL SHEAR HEAD BOLTS ON USED PORT'S HAVE BEEN "SHEARED OFF", THAT SEAL CAPS ARE NOT MISSING ON UNUSED PORTS AS WELL AS NO LOOSE SHEAR -HEAD BOLTS. AoAh F P L 31 OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: ARR DRAWN BY: E.SCHILLING DATE: 1/26/2010 APPROVED: ARI LURA NO SCALE DATE REVISION ORIG. DRAWN APPR. , r— enocaneno , .o me (CAQ L- 1"7.0.11 SHEAR HEAD BOLT CONNECTOR FOR L--1'7.0.11 CONNECTING 2 TO 4 SERVICES IN HANDHOLES FOR #350-#500MCM CABLES INSTALLATION INSTRUCTIONS FOR U DERGRQUND CONNECTORS M&S #163-066-011 (5 PORT) STEP 1 LOOSEN, BUT DO NOT REMOVE THE SHEAR -HEAD BOLTS ON THE PORT/PORTS TO BE USED, STEP 2A FOR #350MCM AND #500MCM CABLES REMOVE THE SEAL CAP, SHEAR -HEAD BOLTS�f.rL:l,t-, SEAL CAPS ^r STEP 3 CUT THE END OF THE CABLES AT A SLIGHT ANGLE (NO MORE THAN 25') TO FACILITATE THE INSERTION INTO THE PORT, DO NOT STRIP THE CABLE INSULATION. 25' STEP 4, WIPE THE CONDUCTOR CLEAN AND APPLY SILICON GREASE TO THE CABLE TO AID IN THE INSERTION PROCESS. PRE -PUNCH THE PORTS WITH A PIECE OF #4/0 CABLE. STEP 5 MARK CABLE JACKET WITH VINYL TAPE OR GREASE PENCIL AT A DISTANCE OF 4 1/2" FROM THE END TO MAKE SURE THAT CONDUCTOR IS FULLY INSERTED. _ STEP 6 HAND TIGHTEN THE SHEAR BOLTS ON THE USED PORTS. USE A SHORT SIX --POINT 3/4 INCH SOCKET (M&S #594-955-002) ON A BATTERY OPERATED IMPACT DRIVER (MAKE SURE THE BATTERY IS FULLY CHARGED) TO AVOID ROUNDING THE SHEAR -HEADS, TIGHTEN THE BOLTS ON PORTS USED, GOING FROM THE SHEAR -HEAD CLOSEST TO THE CONDUCTOR TO THE OTHER ON THE SAME CONDUCTOR, UNTIL THE SHEAR -HEAD OPERATES. ENSURE THAT THE SOCKET FULLY ENGAGES THE SHEAR --HEAD EACH TIME. FOR SHEAR BOLTS REMOVAL USE A SHORT SIX -POINT 11/16 INCH SOCKET (M&S #594-955-003). THE SOCKET THIS POSITION *---TO THIS POSITION WHILE TIGHTENING THE SHEAR HEADS. STEP 7 ENSURE ALL SHEAR HEAD BOLTS ON USED PORTS HAVE BEEN "SHEARED OFF", THAT SEAL CAPS ARE NOT MISSING ON UNUSED PORTS AS WELL AS NO LOOSE SHEAR -HEAD BOLTS. DATE I REVISION Am 3 Z, F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: ARR DRAWN BY: E.SCHILUNG DATE: 4/22/14 APPROVED: RICK HUFF NO SCALE 1 L C 800 L-18.0,0 OVERHEAD TO UNDERGROUND FORCED RESIDENTIAL CONVERSION L- 18.0.0 SERVICE EXISTING OVERHEAD SERVICE 2"SCH 80 LBRACKET 90' BEND W/BELL 2"SCH 80 TRIPLEXEO SERVICE M&S #164-233-108 90' BEND W/PLAN END DROP WITH BARE M&S #164-232-108 NEUTRAL, LESS THAN ---z50 VOLTS. m 18" MIN. SEE NOTE 8 V � �i z a ;WITCH MIN. 36" r CLEARANCE Q m TO ANY © O OBSTRUCTION JUNCTION BOX 5' MIN. M&S S' MAX, #42Q-510-510 GRADEEO 3 -WIRE, 120/240V 10 METER SYMBOL "C" M&S #164-470-007 ® 2' LOCKNUT TO SERVICE FIG. 2 M&S #530-506-001 EQUIPMENT FIG 1 STRAP (M&S 161-520-002) OVERHEAD TO UNDERGROUND JUNCTION BOX M&S #420-500-500 {- SEE NOTE 8 -----I 2" THREADED COUPLING SCH 80 PVC ® M&S #164-470-007 P � -M&S #164-470-007 STRAP 2 161-520-002 LOCKNUT M&S #530-506-001 ) 2" SCH 80 PVC M&S #164-331-007 TO UG O O O STRAP (M&S 161-520-002) NOTES: m 1. OVERHEAD SERVICE TO BE REMOVED. 2. CUSTOMER SERVICE WIRES GOING UP RISERS TO BE DISCONNECTED AND REMOVED. 3. CUT OVERHEAD SERVICE MAST 24" ABOVE METER CAN. 4. IF ROOF UNE IS LESS THAN 24" ABOVE METER CAN, CUT OH STRAP SERVICE MAST JUST BELOW ROOF, 5• ADD U CLAMP JUST ABOVE WHERE SERVICE MAST IS CUT. m (M&S 161-520-002) 6. L ENCLOSURE TO BE INSTALLED AS SHOWN 1N FIGURE 3. 7. UNDERGROUND CONDUCTORS INSTALLED IN L ENCLOSURE AND OO Op INSTALLED INTO TOP OF METER CAN AND CONNECT TO THE LINE SIDE LUGS OF THE METER CAN. S. OH/UG JUNCTION BOX IS RATED FOR 200 AMPS. 9, ADD DOWN PIPE STRAPS AS NEEDED (2 MINIMUM). 10. USE SHEAR BOLT CONNECTORS M&S #163-400-100 TO 3 -WIRE, 120/240V 10 MAKE ANY CONNECTION IN THE JUNCTION BOX. REFER TO METER SYMBOL "C" DCS PAGE UC -4.0.0, TO SERVICE FIG. 3 TO UG � EQUIPMENT F P L 7/18/181 UPDATE M&S NUMBERS DGY ELS RDH OH & UG DISTRIBUTION SYSTEM STANDARDS 6 27 UPDATE DRAWING DGY ELS RDH 8 UPDATE DRAWING DGY ELS RDH ORIGINATOR: D. YOUNG DRAWN BY: E. SCHILLING 4 10 18 UPDATE DRAWING ARR ELS RDH DATE: 6/7/16 4 2 18 UPDATE DRAWING ARR ELS RDH APPROVED: RICK D. HUFF NO SCALE DATE REVISION ORIG. DRAWN APPR. MANAGER OF ELECTRICAL STANDARDS L A,® UN -19.0.0 HANDHOLE (30"X48"X36") FOR CONNECTING 2 TO 5 SERVICES AND 1/0 PRIMARY SPLICE BOX WILL ACCOMMODATE 5" PVC 2 KNOCKOUTS EACH SIDE HANDHOLE ELEVATION 1/0 SPLICE PLUG SECONDARY HANDHOLE USED FOR SECONDARY SERVICE NOTE: FOR SPLICE DETAILS SEE DCS UE -19.0,0 L--� HANDHOLE ELEVATION HANDHOLE USED AS A 1/0 PRIMARY SPLICE BOX EXAMPLE: FOR 75.0 SEAL BES HERE o u� w ao a \ �. TAPERED INSIDE MULTITAP CONNECTOR M&S 163-017-502 FLOOD SEAL UN -19.0.0 SERVICE SERVICE FUSE HOLDER, FUSE & SEAL FOR STREET LIGHT CIRCUIT, IF djOT \5c REQUIRED (DCS H-7.0.1) QFC Np'( FOR EASE OF INSTALLATIONS TRAIN THE CABLES ABOVE GRADE, INSTALL THE MULTITAP CONNECTORS, THEN INSTALL INSIDE HANDHOLE LIFTING EYE 8 7 2x/11 UPDATE NOTE 3 ARR ELS BXN 7 2 4 10 UPDATE NOTE 4 ARR ELS JRD 3 7/16/011 UPDATE DRAWING 2 9/27/99 UPDATE DRAWING 1 8/09/961 ADDED EMS & NOTES I N0. DATE I REVISION JES CONNECTION DIAGRAM (EXPANDED) >N SLING L UF71NG DETAIL HANDHOLE MAY BE LIFTED WITH OR WITHOUT COVER IN PLACE NOTES: 1. MAXIMUM 1 SECONDARY CONDUIT WITH 2 TO 5 SERVICES. 2. MAXIMUM 3 SPLICES. 3. PROVIDE GROUNDING FOR ANY RUN GREATER THAN 65OFT, INSTALL GROUND RODS AT THE 48" HANDHOLES TO GROUND THE CABLE, IF A HANDHOLE IS BEING INSTALLED IN A RUN FOR "CONVENIENCE" (TOO MANY BENDS IN THE RUN, CUTTING INTO A LOOP TO EXTEND INTO A CUL—DE—SAC, REPAIRING A DIG IN, ECT.) THERE IS NO NEED FOR THE GROUND RODS, 4. 6—PORT MULTITAP CONNECTOR M&S #163-017-502 WILL ACCOMMODATE #1/0 CABLE AND #400—#750 MGM COPPER OR ALUMINUM CABLES 5. WEIGHT: 2 PIECE LID m 82 LBS. EACH BODY a 190 LBS. 6. LIFTING: COVER MAY BE LIFTED WITH THE HANDHOLE LID LIFTER (HOOK) TOOL M&S #593-930-021. 7. COMPLETE HANDHOLE, INCLUDES COVER M&S #162-121-004. 8. REPLACEMENT COVER M&S #162-121-012. 9. HANDHOLE SHOULD NOT BE EXPOSED TO VEHICULAR TRAFFIC, SUCH AS STREETS, PARKING LOTS, OR DRIVEWAYS. 10. FOR DRIVEWAY LOADING HANDHOLE 32"X50"X36" DEEP, USE M&S #162-122-892. (UX -202,0,0) APPROXIMATE WEIGHT 2,663 LBS. AIML amm F P L ` OH & UG DISTRIBUTION SYSTEM STANDARDS SUPERSEDES UN -19.0.0 LAST REVISED ON 9-30-94 ORIGINATOR: SMS DRAWN BY: SMS dt 11 SMS RAS JJM DATE: 9/30/94 APPROVED: J.J. MCEVOY NO SCALE SUPERVISOR, OH UG PRODUCT ORIG, DRAWN APPR. SUPPORT S CES o'clio UN -25.0.0 REPAIR OF OCCUPIED UN --25.0.0 DIRECT BURIED CONDUIT SIZES 2, 4, 5 & 6 STEP t AFTER LOCATING DAMAGED CONDUIT....... EXIST. CABLE 1 STEP 2 CUT DAMAGED ENDS SQUARELY USING NYLON TWINE AND DEBUR INSIDE EDGE. BEVEL ANY SHARP EDGES. WIPE ENDS WITH A CLEAN, DRY CLOTH, INSIDE AND OUT. REMOVE ANY DEBRIS FROM INSIDE DUCT. i i ■ur uukM1�! IltllJ un STEP 3 SLIDE SPLIT SLEEVE COUPLING OVER EACH CONDUIT SECTION. ENSURE ALL SECTIONS ARE CLEAN AND DRY. �---}� STEP 4 PLACE ONE SECTION OF SPLIT CONDUIT UNDER CABLE IN LINE WITH PIPE AND MARK THE SPOT WHERE THE SPLIT SLEEVE COUPLING SHOULD FIT. ,.I L - MARKS TO INDICATE WHERE TO PLACE END OF SPLIT SLEEVE COUPLING, STEP 5 PLACE TOP SECTION OF SPLIT CONDUIT OVER CABLE AND SNAP THE INTERLOCKING SECTIONS TOGETHER. APPLY PVC CEMENT AS REQUIRED. PVC CEMENT STEP 6 SLIP SLEEVE OVER DAMAGED END AND REPAIR SECTION. WHILE CEMENT 1S STILL WET, TURN CONDUIT 1/4 TURN TO DISTRIBUTE CEMENT EVENLY AND ENSURE SNUG FIT. HOLD JOINT TOGETHER APPROXIMATELY ONE MINUTE TO ALLOW CEMENT TO SET. WIPE EXCESS OFF. STEP 7 REPEAT STEP 6 FOR THE OTHER SIDE OF THE REPAIR SECTION. TY -RAPS ARE OPTIONAL. MATERIAL LIST 1164-28100-9 1 1 2" x in, InNa 164-28140-8 4"X 10' LONG 164-28300-1 4" X 8" LONG 164-28150-5 5" X 10' LONG 164-28400-8 5" X 9" LONG 164-28160-2 6" X 10 LONG 164-28500-4 6" X 10" LONG 522-14100-7 PVC CEMENT F P L i 594-40600-7 1 18" HAND SAW I r OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: HLM DRAWN BY. RAS 1 7/16/01 UPDATE MATERIAL LIST RAP I JES I JJM I DATE: 8-9-96 APPROVED: JJ, MCEVOY NO SCALE SUPERVISOR, OH UG PRODUCT N0. DATE REVISION ORIG. DRAWN APPR, SUPPORTS CES C-46.0.0TYPICAL INSTALLATION OF 26KV S&C VISTA C-46.0.0 THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS TYPICAL BUSHING POSITION ON VISTA SWITCH MODEL 422 SHOWN F=FEEDER L=LATERAL 4"7-1/2" B 1/2-13 NC 2-3/4" I -T " 1J�f-----34-1/2-/ INSERT W/ LIFTING C I rl r �yI /- EYEBOLT (4X) TANK BOLT DOWN (4X) A 2-6" FEEDER CONOUTT 22-1/2 DEGREE SWEEP PREFERRED LOCATION SEE NOTE 16 GROUND ROD -� PREFERRED LOCATION PAD BOLT DO SEE NOTE 17 SEE NOTE 6 -=--w_ TO NEUTRAL BOND-- #4/0 CU M&S #112-338-000 . 0� 2-6" FEEDER CONDUIT 22-1/2 DEGREE SWEEP INSTALL DUCT SEAL PER UN -29.0.0 SEE NOTE 3 GRO PRET LOCA 1 11/14/12 LOOP CABLE IDENTIFICATI N0. DATE I REVISION ------------ --------- ------------------------ ------ 34-1/2" �V© L PAD/EXTENSION BOLT i DOW O N INSERT LOCATION (0) I SEE NOTE 17 7-1/4" A .4 L4 L4 L3 L3 L3 F2 F2 F2:lF;IF ` ' F __ - I 23-1/2" OUTLINE LOOP LOOP FEEDER FEEDER CABLES CABLES CABLES CABLES FROM F2 FROM F1 ADJUSTABLE BRACKET FOR RACKING CABLES PAD BOLT DOWN SEE NOTE 17 �{ g 6-2" LOOP CONDUIT ' 45 DEGREE BEND SECTION .A-A:_FRONT VIEW OF PAD AND CHAMBER t ROD CABLE TERMINATIONS SWITCH SIDE 7 F P RED j� NOH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A. PANTOURIS DRAWN BY: E. SCHILLING JGV ELS WM DATE: 5/29/09 APPROVED: ARI LIMA NO SCALE ORIG, DRAWN APPR. I LEAD SUPERVI50R, UG SERVICES TYPICAL INSTALLATION OF 25KV S&C VISTA C--46.0.1 THREE PHASE SWITCH FOR USE IN 13KV OR 231 0--46.0.1 BELOW GRADE AND PAD MOUNTED APPLICATIONS TYPICAL VISTA SWITCH MODEL 422 SHOWN n TOP VIEW OPERATION SIDE TOP VIEW TERMINATION SIDE FRONT VIEW TERMINATION SIDEI I A� -j FEATURES IN THIS ASSEMBLY A. OVERCURRENT CONTROL B. GAS FILL PORT C. PRESSURE GAUGE D. © WINDOW FOR VIEWING OPEN GAP AND GROUNDED POSITION OF LOAD -INTERRUPTER SWITCH OR FAULT INTERRUPTER E. 200 -AMPERE BUSHING -WELLS FOR O FAULT --INTERRUPTER F. 600 -AMPERE BUSHINGS FOR LOAD -INTERRUPTER SWITCH G. TWO -HOLE GROUND PAD H. 600 -AMPERE THREE -POLE LOAD -INTERRUPTER SWITCH WITH GROUND POSITION I. OPERATING MECHANISM J. MANUAL OPERATING HANDLE K. NAMEPLATE L. SUBMERSIBLE SF6-INSULATED TANK M. 600 -AMPERE ALUMINUM BUS N. BASE BRACKET SECTION A -A: FEEDER SWITCH 1 111/14/121 CHANGE C-46.0.2 TO C-46.0.1 I JGV 1 ELS 10. 1 DATE I REVISION I ORIG. IDRAM TERMINATION SIDE I© -@SEE NOTE 19 & 20 OPERATION SIDE • m I U_:_,M F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A. PANTOURIS DRAWN ft E. SCHILLING WM DATE: 7/27/09 APPROVED: ARI LIMA NO SCALE PPR• LEAD SUPERVISOR, UG SERVICES C TYPICAL INSTALLATION OF 25KV S&C VISTA C-46.0.2 C-46.0.2 THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS I TYPICAL BUSHING POSITION ON VISTA SWITCH MODEL 431 SHOWN F=FEEDER L=LATERAL a" 7-1/z" 2-3/4"B- IT1 34-1/2' 1/2-13 NO INSERT W/ LIFTING C EYEBOLT (0) i TANK BOLT DOWN (4X) 37 - - - - — -� I PAD/EXTENSION BOLT 1 I DOWN INSERT BEEANOTNE`1T ' I I I 77" 7-1/4" .� .A l4 L4 L4 F3 F3 F3 F2 F2 F2 F1 F1 Ft ' 23-1/2" 3-6' FEEDER CONDUIT s 22-1 2 DEGREE SWEEP PREFERRED LOCATION F1 L L L SEE NOTE 16 —. — — — 7-1/4' ADJUSTABLE BRACKET -- - - — — — — — — FOR RACKING CABLES GROUND ROD62 PREFERRED LOCATION 1 2 / " CHAMBER EXTENSION I' 8-1/4" 79" P VIEW 19 AD AND CHAMBER OUTLINE B LOOP FEEDER FEEDER FEEDER CABLES CARIES CABLES CABLES FROM F3 FROM F2 FROM Fl PAD BOLT DOWN 179-1/2LI I I I I PAD BOLT DOWN SEE NOTE 17 SEE NOTE 17 62" SEE NOTE 6 g M TO NEUTRAL BOND #4/0 CU M&S #112-338-000 QUOS � � QUcr•S£4L • 3-2" LOOP CONDUIT-' 45 DEGREE BEND 68' - 3-6" FEEDER CONDUIT 22-1/2 DEGREE SWEEP- _ INSTALL DUCT SEAL PER SECTION A -A: FRONT VIEW OF PAD UN -29.0.0 AND CHAMBER SEE NOTE 3 GROUND ROD CABLE TERMINATIONS SWITCH SIDEF P L PREFERRED LOCATION OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: J. VALDES DRAWN BY: E. SCHILLING 1 11/14/12 NEW PAGE OF C-46 JGV ELS WM DATE:3/16/2012 APPROVED: WILLIAM MONZON NO SCALE 10. DATE I REVISION ORIG. DRAWN APPR. LEAD SUPERVISOR, UG SERVICES CA 0) C-46.0.3 TYPICAL INSTALLATION OF 25KV S&C VISTA C--46.0.3 THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS 77-1/2 ^j 23 PAD soLl`� I� DOWN `� a 4 (4)1/2" SS BOLT, ANCHOR & WASHER 1.5" DATE NCLOSURE GASKET POLYMER -CONCRETE PAD ENCLOSURE ANCHOR DETAIL REVISION JGV I ELS F P L 37 OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A. PANTOURIS DRAWN BY: E. SCHILLING DATE: 7/27/09 APPROVED: ARI LIMA-_ — NO SCALE LEAD SUPERVISOR, UG S C CA4� C-46.0.4 TYPICAL INSTALLATION OF 25KV S &C VISTA THREE C-46.0.4 PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS MATERIAL LIST ITEM _ DESCRIPTION _ QUANTIIY M&S NUMBER WMS CU VISTA 422 (4 "WAYS', 2 -THREE PHASE FEEDER GANG SWITCHES AND TWO -THREE PHASE, INDIVIDUALLY 279-209-050 SW -VISTA -422 -PAD PROTECTED LOAD TAPS, WITH A STAINLESS STEEL ENCLOSURE 1 1 VISTA 431 (4 "WAYS', 3 -THREE PHASE FEEDER GANG SWITCHES AND ONE -THREE PHASE, INDIVIDUALLY 279-211-050 SW -VISTA -431 -PAD PROTECTED LOAD TAPS, WITH A STAINLESS STEEL ENCLOSURE 2 PAD AND CHAMBER FOR PM DF VISTA SWITCH 1 162-690-790 PD-SW-W/CC-VISTA (77"X 79"X 40" DEEP) 3 600 AMP T -BODY ELBOWS 25KV) VARIES 163-639-007 TM -PDF -600-1K 4 200 AMP BUSHINGS (25KV) VARIES 163-864-001 SW- PD-BSH _ _ 5 200 AMP LOADBREAK ELBOWS 25KV} VARIES 163-502-001 TM -PDE --I 0 5 PROTECTIVE CAP 15KV ONLY VARIES 163-022-000 TM -PDF -GC 7 ELBOW SURGE ARRESTERS 25KV ONLY VARIES 334-015-005 TM -PDF -LA 8 GROUND ROD CONNECTOR, CLAMP TYPE 1 120-036-106 _DG -CLP -5/8 g GROUND RODS, AS NEEDED VARIES 130-614-005 DG-PKG-5Z8 10 GROUND ROD COUPLINGS .VARIES 130-405-104 DG -C-5/6 11 #4 COPPER WIRE, SOB 6 112-309-000 12 4/0 CU CABLE, 600V 27 110-101-169 SW -PMD -GC 134 0 CABLE CONNECTORS 6 120-871-005 (Qty - 1) 14 COPPER TO COPPER BOLTED CONNECTORS 22 102-800-002 15 STANDARD LOCKS 2 546-246-011 SW -PMD -LOCK 16 CABLE MOUNTING BRACKET, STAINLESS 12 VARIES 160-310-000 SW-VISTA-MT-HDW P-CL-FCI-800 17 BOLTS, SS, 1 2"X 1-1/2" FOR CABLE BRACKET 140-515-557 18 SPR G NUTS SS OR 1/2" BOLT FOR CABLE BRACK 161-463-000 19 LOCK WASHER 1/2". FOR CABLE BRACKET _._ 145-294-010 163-297-009 20 800 AMP FAULT INDICATOR _ 6 163-250-002 SW -VISTA -422 -PAR 21 ROTATABLE FEEDTHRU DEVICE, 200AMP, 25KV 3 163-250-002 SW--VISTA-431-PAD NOTES: 1. THE INTERRUPTERS MUST BE PRE-SET BY THE ERC PRIOR TO BEING ISSUED TO THE JOB. CALL 863-4921 OR 863-4900 TO MAK ARRANGEMENTS. 2, THE PAD MOUNTED VISTA SWITCH MAY BE INSTALLED IN AREAS SUBJECT TO FLOODING. 3. SEAL THE INCOMING DUCTS PER UN -29,0.0. 4. THE SWITCH AND ITS ENCLOSURE MUST BE BOLTED TO THE PAD, 5. REFER TO DCS UH -41.0.1 FOR PROPER INSTALLATION OF 600 AMP T -BODY ELBOWS. 6. BOTH THE FEEDER CABLES AND LOOP SIDE CABLES ARE TO BE RACKED THROUGH THE CABLE SUPPORT BRACKETS INSTALLED ON THE UNISTRUT IN THE CABLE CHAMBER, 7. CABLES MUST NOT BE IN CONTACT WITH THE CABLE CHAMBER OR PAD TOP. B. ALLOW SUFFICIENT LENGTH OF CONCENTRIC NEUTRAL TO REACH GROUNDING BARS AND PERMIT THE FREE MOVEMENT OF THE ELBOWS, 9. MAKE CERTAIN OF CABLES LOCATIONS BEFORE DRIVING GROUND RODS. 10, APPLY CAULKING COMPOUND TO THE SEAM BETWEEN THE ENCLOSURE AND THE PAD TOP, 11. DUST CAPS USED FOR COVERING BUSHINGS AND BUSHING WELLS DURING SHIPMENT MUST BE REMOVED PRIOR TO ENERGIZING THE SWITCH, 12. UNUSED LOAD TAPS MUST HAVE BUSHINGS AND PROTECTIVE CAPS INSTALLED. 13, UNUSED FEEDER POSITIONS MUST HAVE 600 AMP PROTECTIVE CAPS INSTALLED (M&S#163-645-007). 14. AFTER THE SWITCH ENCLOSURE HAS BEEN INSTALLED, THE LIFTING BRACKETS MUST BE REMOVED AND STORED INSIDE THE ENCLOSURE FOR FUTURE USE. 15. ENSURE THAT THE WARNING LABEL (M&S #548-560-104) IS INSTALLED ON BOTH THE CABLE COMPARTMENT AND THE OPERATOR SIDES OF THE ENCLOSURE. 16. INSTALL FEEDER CONDUITS AS SHOWN IN C-46.0.0 AND C-46.0.2 ON LEFT AND/OR REAR SIDE OF CABLE CHAMBER TO ALLOW FOR BENDING RADIUS OF CABLE. 17. BOLTS FOR SECURING PAD TO CHAMBER ARE INCLUDED FROM VENDOR, THERE ARE 4 BOLTING LOCATIONS AS SHOWN ON DRAWINGS. 18. INSTALL BOO AMP 30 FAULT INDICATORS ON EACH SET OF FEEDER CABLES. SEE UV -14.0,0, UV -14,0.1, & UV -14.0,2, 19, FOR PAD MOUNTED APPLICATIONS, THE BASE BRACKETS ("FEET"). "N" AS SHOWN IN C-46.0.1 ARE REQUIRED. 20. THE BASE BRACKETS ARE NOT REQUIRED FOR BELOW GRADE ("UNDER -COVER") APPLICATIONS, BUT SHOULD BE KEPT WITH THE SWITCH IN THE POSSIBLE EVENT OF FUTURE RE -USE IN A PAD MOUNTED APPLICATION. 21, INSTALL ROTATABLE FEED-THRU DEVICE ON THE LOAD SIDE OF THE VISTA SWITCH (M&S #163-250-002) UPDATE NOTES 16 AND 19 ADD 11/14/1 NOTE 21 AND ITEM 21 Am F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A. PANTOURIS DRAWN BY: E. SCHILLING OATE:9/1/03 APPROVED: ARI LIMA NO SCALE LEAD SUPERVISOR, UG SFRVICES ocAo UX -202.0-0 PRECAST HANDHOLE (32$'X 50" X 36") lUX-202.0-0 DRIVEWAY LOADING DESIGN M&S #162-122-892 1"0 COUNTER SINK HOLE FOR 1/2" TAPERED BOLT (ONE ON \`� `r 51"0 INSERT FOR EACH SIDE) COVER BOLT 5-1/2" 2„ s� tea" NOTCH FOR COVER :'� t 1^• 1/2" I /� Q I •�a1• , In NOTCH DETAIL a. 14"X12"X3-14" RO EACH EN 43" 81" 5-1/2" 32" � 5-1/2" 50" rQi � n M ."•'., Y. 301 e ;• 36" .. ,�36" a t-3/4 1-3/ 4" 34" --�� 4" (�+— 4" 52" 4', TRANSVERSE SECTION 60" REINFORCEMENT SCHEDULE LONGITUDINALLSECTION NAM SIZE LENGTH QTY DETAIL 301 NO.3 2'-6" 14 STRAIGHT 9302 N0,3 1'-5" 2 STRAIGHT WEIGHT: 2,663 POUNDS 401 NO.4 3'-2" 6 STRAIGHT cu. FT. — 18 402 N0,4 5'-0" 8 11" 38" CU. YDS. — .66 NOTES: 1. CONCRETE COMPRESSION STRENGTH 5000 PSI. 2. REINFORCEMENT ASTM A-615 (GRADE 60). 3. WHEEL LOADING 16,000 LBS, H2O VEHICLE LOADING (FULL TRAFFIC LOADING). x� 4. FOR STEEL COVER DETAILS, SEE UX -202.0.1 ''y � F P L m 6 10/16/181 ADD NOTE 4 ARR ELS RDH OH & UG DISTRIBUTION SYSTEM STANDARDS 5 10/26/16 UPDATE NOTES ARR ELS RDH ORIGINATOR: SMS DRAWN BY: E. SCHILLING 4 1/17/13 UPDATE NOTES ARR ELS BXN 3 10/21/10 UPDATE NOTES ARR ELS BXN 10/10/96 P CE OL D S S BLL SMS DATE: APPROVED: , OH/McEVUG P NO SCALE N0. DATE REVISION ORIG. DRAWN APPR. SUPERVISOR, off/uc PRoourr , SUPPORT SERVICES �' :A- UN -18.0.0 I FEEDER SPLICE BOX I UN -18.0.0 EYE BOLT FOR LIFT FOR SPLICING DETAILS SEE DCS UE -19,0,0 NATURAL GRADE-,- 6" RADE-,- 6" ID PVC END BELLS' ALTERNATE METHOD OF CONSTRUCTION 3 STEP RACK WITH 8" STEP 1 \TYPE I GROUNDING AND 2-4" INSULATORS INSTALL COPPERWELD GROUND ROD SEE G-17.0.0 FOR GROUNDING SPLICES. _0-1 TYPICAL WALL SECTION F---------- _- I 4'–* 41 " L----------� j 0 0_ -► s 6' w - TOP VIEW END VIEW SIDE VIEW TYPICAL FEEDER SPLICE BOX M&S NUMBER DESCRIPTION 162-240-003 CONCRETE FEEDER SPLICE BOX & LIDS, (SEE NOTE 5) CONCRETE FEEDER SPLICE BOX & LIDS COMES WITH SPECIAL BRUSHED SIDEWALK FINISH 162-241-000 LIDS AND FLUSH INSERTS SUITABLE FOR PEDESTRIAN TRAFFIC. (SEE NOTE 5) 162-242-203 POLYMER CONCRETE FEEDER SPLICE BOX. TO BE INSTALLED 1N AREAS NOT SUBJECT TO ANY VEHICULAR TRAFFIC SUCH AS STREETS, PARKING LOTS, OR DRIVEWAYS, NOTES: 1. LEAVE SUFFICIENT EXPOSED GROUND ROD TO INSTALL 6 EACH #4/0-#2 CONNECTIONS M&S #120-118-005, 2. GROUND ALL SPICES PER DISTRIBUTION STANDARD 0-17.0.0. 3, GROUND CABLE RACKS, 4. EACH SPLICE BOX IS SUPPLIED WITH 2-1" DIA HOLE FOR ALTERNATE GROUND ROD LOCATION. MAKE ALL GROUNDING CONNECTIONS INSIDE THE BOX. RUN SUFFICIENT AMOUNT OF 4/0 TO MAKE CONNECTION TO ALT. GROUND ROD LOCATION. RESEAL 1" DIA HOLE WITH AQUASEAL. 5, REFER TO UX -233,0,1 FOR DRIVEWAY LOADING SPLICE BOXES (H20 RATED), M&S #162--240-003 AND 162-241-000, (H20 RATED - 32,000LBS), 6. WEIGHT OF SPLICE BOX (W/O LIDS) = 6700 LBS. DIMENSIONS ARE 10' X V-2,5" X 41" DEEP. 7. WEIGHT OF EACH LID - 1400 LBS, TWO LIDS REQUIRED. M&S # FOR LID ONLY 162-240-011. 8, URD FEEDER CABLE SPLICES MUST BE BONDED TO DRIVEN GROUNUS. 9.REFER TO UE -14.0,0 FOR SPLICE ASSEMBLY. A WATER TIGHT SEAL MUST BE MADE WHERE INSULATED, 10, CONDUCTORS CONNECT TO SYSTEM NEUTRAL, SEE 0-17,0,0, 11, THE MAXIMUM PERMISSIBLE IMPENDENCE TO SYSTEM NEUTRAL FOR A DRIVEN GROUND IS 25 OHMS. 12, AS SHOWN ABOVE, THE PVC MAY ENTER UNDERNEATH THE SPLICE BOX BY USING A 45 DEGREE SWEEP, SEAL CONDUIT WITH DUCT SEAL, 13. IN AREAS SUBJECT TO WATER INTRUSION, INSTALL A SUFFICIENT AMOUNT OF PEAROCK 1/4"-3/4" SIZE ROCK TO ALLOW FOR THE PERCOLATION OF THE WATER. 14, IF FEEDER SPLICE BOX IS TO BE INSTALLED IN A SIDEWALK, A SEPARATION WILL BE NEEDED BETWEEN THE CONCRETE AND THE LIDS, THE D.O,T, INDEX 310 SPECIFIES THE USE OF A 1/2" EXPANSION JOINT (PREFORMED JOINT FILLER) FOR THIS SEPARATION. ALSO CONSULT YOUR LOCAL MUNICIPALITY FOR ANY ADDITIONAL REQUIREMENTS. 15, THE MAXIMUM SEPARATION BETWEEN FEEDER SPLICE BOXES IS 950', THIS IS TO ALLOW FOR PROPER CABLE PULLING TENSIONS. 16. UX -233,0.1 AND UX -233.0.3 FOR MORE DETAIL, 17. WHEN SETTING A PAD/MANHOLE OR FEEDER SPLICE BOX, THE AREA MUST BE LEVELED WITHIN 1 INCH IN 8 FEET IN ALL DIRECTIONS, AND THOROUGHLY COMPACTED WITH A VIBRATORY PLATE COMPACTOR. THIS STEP WOULD PROVIDE A SMOOTH AND LEVEL SURFACE. 7 1 13/6/18 ADO NOTE 17 1 ARR ELS RDH FPL 4� 6_1_6/12/17 1 UPDATE DRAWING NO NOTES I6RR _ELS _ RDHj OH & UG DISTRIBUTION SYSTEM STANDARDS 17/17 UPDATE NOTE 5 ARR ELS RDH ORIGINATOR: RAP DRAWN BY: J,SHOUP 21 16 UPDATE DRAWING LS ROH DATE: 8/27/99 APPROVED: J.J McEvoy 16/08 UPDATE NOTE 14 GAP ELS JJM NO SCALE UG DATE REVISION ORIG. DRAWN APPR, SUPERVISOR SUPPORTS�RVICESODUCT u N AO UN --18.0.1 T 3' i (-+�- 10' FEEDER SPLICE BOX I I ( � I L----- ------ -8- TOP VIEW 41" 41" 4-71 UN -18.0.1 TYPICAL FEEDER SPLICE BOX SIDE VIEW END VIEW NOTES: 1. LEAVE SUFFICIENT EXPOSED GROUND ROD TO INSTALL 6 EACH 04/0—#2 CONNECTORS M&S 0120-11600-5, 2. GROUND ALL SPLICES PER DISTRIBUTION STANDARD G-17.0.0. 3. GROUND CABLE RACKS. 4. EACH SPLICE BOX IS SUPPLIED WITH 2-1" DIA HOLE FOR ALTERNATE GROUND ROD LOCATION. MAKE ALL GROUNDING CONNECTIONS INSIDE THE BOX. RUN SUFFICIENT AMOUNT OF 4/0 TO MAKE CONNECTION TO ALT. GROUND ROD LOCATION. RESEAL 1" DIA HOLE WITH AQUASEAL. 5. DISTRIBUTION SPLICE BOX AND LIDS ARE DESIGNED FOR H-20 VEHICLE LOADING, (FULL TRAFFIC LOADING) 6. WEIGHT OF SPLICE BOX (W/0 LIDS) =6700 LBS. DIMENSIONS ARE 10' X 5' X 41" DEEP 7, WEIGHT OF EACH LID=1400 LBS. TWO LIDS REQUIRED. M & S # FOR LID ONLY 162-24001-1. B. URD FEEDER CABLE SPLICES MUST BE BONDED TO DRIVEN GROUNDS. 9, REFER TO UE -19.1.1 & UE -19.1.2 FOR SPLICE ASSEMBLY. A WATER TIGHT SEAL MUST BE MADE WHERE INSULATED 10. CONDUCTORS CONNECT TO SYSTEM NEUTRAL. SEE 0-17.0.0 11. THE MAXIMUM PERMISSIBLE IMPEDENCE TO SYSTEM NEUTRAL FOR A DRIVEN GROUND IS 25 OHMS, 12. AS SHOWN ABOVE, THE PVC MAY ENTER UNDERNEATH THE SPLICE BOX BY USING A 45 DEGREE SWEEP. SEAL CONDUIT WITH DUCT SEAL. 13. IN AREAS SUBJECT TO WATER INTRUSION, INSTALL A SUFFICIENT AMOUNT OF PEAROCK 1/4"-3/4" SIZE ROCK TO ALLOW FOR THE PERCOLATION OF THE WATER, 14. IF FEEDER SPLICE BOX IS TO BE INSTALLED IN A SIDEWALK. A SEPERATION WILL BE NEEDED BETWEEN THE CONCRETE AND THE LIDS. 15. REFER TO UX --233.0.1 F P L � � OH & UG DISTRIBUTION SYSTEM STANDARDS r ORIGINATOR: RAP DRAWN BY: J. SHOUP 1 11/18/03 UPDATE NOTES RJO ELS JJM 0 9/0 gg ORIGINAL DRAWING RAP JES JJM DATES 8/27/99 APPROVED: J. McEvoy NO SCALE SUPERVISOR OH UG PRODUCT J0. DATE REVISION ORIG. DRAWN APPR. SUPPOftI< SE CES CONDUIT LOCATIONS FOR 3 PHASE UX -114.0.2 1 DEAD FRONT PAD MOU TED TRANSFORMERS UX -114.0.2 WITH SECTIONALIZING ABLE THRU) UP TO 500KVA USING 6-2" DUC S FOR PRIMARY CABLE 6( ALTERNATIVE 1 8 1/2" —J `— I 4 1/2" SPACING BETWEEN CONDUITS (FRONT OF PAD) _.METERING CONDUIT (IF REQUIRED) NOTES: i)REFERENCE I-70,0.1 OF THE DCS 2)PAD M&S 162-24680-0 3)ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL 4)ALL SECONDARY /CUSTOMER CONDUITS MUST FIT WITHIN THE 19"X13" AREA INDICATED, WILL HOLD 8-4" CONDUITS MAX. 5)ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT 6)MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD, dom FPL 77 DH & UG DISTRIBUTION SYSTEM STANDARDS ORIOINATOR: SMS DRAWN 9Y: BILL t 05/29/02 UPDATE CRANING (NOTE A) RAP aES ,USI WE: APPROVED: JJ. many NO SCALE llPERNSORON UC PRODUCT NO, DATE REMSION ORM DRAWN APPR. SUPPORIs 85 10ES 80„ f,. PRIMARY 5" SEC 9„ 13" 0000001 0 _ 3„ 9 MAX 1 8 1/2" —J `— I 4 1/2" SPACING BETWEEN CONDUITS (FRONT OF PAD) _.METERING CONDUIT (IF REQUIRED) NOTES: i)REFERENCE I-70,0.1 OF THE DCS 2)PAD M&S 162-24680-0 3)ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL 4)ALL SECONDARY /CUSTOMER CONDUITS MUST FIT WITHIN THE 19"X13" AREA INDICATED, WILL HOLD 8-4" CONDUITS MAX. 5)ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT 6)MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD, dom FPL 77 DH & UG DISTRIBUTION SYSTEM STANDARDS ORIOINATOR: SMS DRAWN 9Y: BILL t 05/29/02 UPDATE CRANING (NOTE A) RAP aES ,USI WE: APPROVED: JJ. many NO SCALE llPERNSORON UC PRODUCT NO, DATE REMSION ORM DRAWN APPR. SUPPORIs 85 10ES UIT LOCATIONS FOR 3 PHASE UX -114.0.1 NT PAD MOUNTED 'TRANSFORMERS UX -114.0.1 6 OVA UICTS F R PRIMARY CABLES 60" 38 1----1g-- -•.I PRIMARY 5" SEC g" '! 3" 0 0 O METERING CONDUIT 9' IF REQUIRED} MAX (FRONT OF PAD) NOTES; 1)REFERENCE Z 70.0.1 OF THE DCS 2)PAD M&S 162-24680-0 3)ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL 4)ALL SECONDARY /CUSTOMER CONDUITS MUST FIT WITHIN THE 19"X13" AREA INDICATED. WILL HOLD 8--4" CONDUITS MAX. 5)ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT 6)MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND REAR OF TRANSFORMER PAD, F P L ON & UG DISTRIBUT10a SYSTEM STANDARDS ORGINATOR: SMS DRAWN BY. HILL /29fO2 UPDATE DRAVANO (NbTE 4) RAP JES kN CATS APPROVED: JJ, MCEVCY NO SCALE DATE R"SIDN CRTC, PRAWN APPR SU om R, D LIR PRDDUCT sUPPFORT SERMES UX -116.1.1 CONORETE FOUNDATION OONSTRUCTION UX ---116.1.1 DETAIL, FOR 750 TO 2,500 INA 30 RADIAL & LOOP TYPE PAD MOUNTED TRANMRMER0 C _,- -TRAFFIC BARRIERS G ��C��TER�SFP�j RIMARY IWINDOW END Pt.UG 5,6"-6" V !_/ ' ``36" RADIUS PROFILE FIGURE 2 _METERING CONDUIT _ GRADE DAYTON SUPERIOR TyREARED INSERT f/2" M&S ,01-71869-3 DETAIL "A" REMOVABLE TRAFFIC BARRIERS END PLUGS S R A BER G GTORS t1c 5 ZE MAX. ASB CONDU TS S ZES A B F.P,L, CUSTOMER PRIMARY SECONDARY CONDUITS CONDUITS B E D 750 277/480 V 8 :4750KCMIL G E G g — b" MAX, 78 78 000 60 25 J16]9 000 F 0000 750 120/208 V 12 750KC L CU* loll 78 78 INSERTS -SEE DETAIL "A" 5,6"-6" V !_/ ' ``36" RADIUS PROFILE FIGURE 2 _METERING CONDUIT _ GRADE DAYTON SUPERIOR TyREARED INSERT f/2" M&S ,01-71869-3 DETAIL "A" REMOVABLE TRAFFIC BARRIERS END PLUGS S R .0 "VCO VO TAOE BER G GTORS t1c 5 ZE MAX. ASB CONDU TS S ZES A B C D E 750 277/480 V 8 :4750KCMIL J50KCMIL AL 750KCMIL CU* g — b" MAX, 78 78 18 60 25 J16]9 750 120/208 V 12 750KC L CU* 12 _ t;" MAX. 78 78 18160 26 21 9 1000 20 208 V 277 480 V 12 SETS 750KC IL AL 750KCMIL CU* 12 - 6" MAX. 88 88 18 64 25 21 14 1500-2000 277/480 V ��TS 4 SETS 600 IL 500KCt OR LESS _ — 5 MAX 94 94 18 64 26 21 16 2600 277/480 V 16 SE 500KCMIL OR LESS 12 5' MAX T-6 — 5� wx 106 108 18 66 28 26 20 NOTES: 1. SEE UX -116.1.2 FOR CONSTRUCTION DETAILS AND UX -116,1,3 FOR INSTALLATION GUIDELINES AND RESPONSIBILITIES 2. (+) CABLES LARGER THAN 600 CU Will. REQUIRE MULTTTAP CONNECTOR SUPERSEDES UX -116.1.1 LAST REVISED ON 01/18/01 103-80605-9, 3. FOR ANY NEW INSTALLATION WHICH HAS MORE THAM 8 SETS OF 760 KCMIL OR MORE SH 12 SE7S Of A SMALLER SITE CONDUCTOR, TT IS REGOM(VI TO USE E LARGE THREE --PHASE SECONDARY CABINET, R I M&S 1 6 1--401 00-3, AS SHO N IN DCS 1-76.0.0, Y � �J 01I & UG{ DINTRIBUTION fSYPTEM OTANDARDS ORIOINATOR: IAV DRAWN BY, BILL 2 04/10/01 UPDATE CHART AND NOTES RAP JES JJM 1 10-0-96 OENERAL REVISIONBILL JJM 0 B--9-96 REVISED TABLE AND PAD DIMENSIONS RAS ' JJ PATE: 10-9--96 _ APPROVED: J,J. MCEVOY NO SCALE ND. DATE REVISION ORIG. DRAWN APPR. SUPERVISOR, 0 G PRODUCT SUPPORT SERVICES AND ER NG UN -21..0.0 OR PADVMOUNT ITRANS OR ERSI AND SW TCHESS UN -21.0.0 ALL FRONT ALL REAR ALL REMOVABLE BARRIERS FIXED FIXED BARRIER CONCRETE PAD CONCRETE PAD CONCRETE PAD ` ` r-_ J a 61 r1 ai L®J LQJ Qz 3'—D" Qz Qz c� 5 MAX. TX. S E a OR z a '� z a TX. ,� L J SWITCH x A 0 OR „ u rQ OR a 0 9 MIN. 0 0 SWITCH ado L SWITCH FRONT QJ INSTALL ADDITIONAL REMOVABLE BARRIER BARRIERS AS REQUIRED DRILL 1/2" THRU PLAN HOLE FOR LIFTING 4" STD. G.1. PIPE WITH THREADED G.I. CAP. (THREADS MAY BE SPRAYED WITH ll/-SLOPE M&S #504-14450-4.)PAINT PIPE TO MATCH 3'—TRANSFORMER —6" MIN. " STD. G.I. PIPE SLEEVE CONCRETE FOR WATER SHED 1'-6" j 3' i 3" 2;-0" 7 DATE W\ MACH. BOLT X 8" GAL 6„ GALVANIZED WELL TAMPED EARTH REMOVABLE BARRIER SECTION 12 2'-0" _FILL 4" STD. G.I. PIPE WITH CONCRETE, LEAVE CROWN OF CONCRETE. ter-- PAINT PIPE TO MATCH TRANSFORMER SLOPE CONCRETE FOR WATER SHED WELL TAMPED EARTH 1'6" 100-401 MINIS �WALL/TREES/BUSHES/HEDGE/FENCE CONCRETE SEE NOTES 1A & 113 PAQ NOTES: TX. 1A. PADMOUNTED SWITCHES AND CAPACITOR BANKS REQUIRE OR 8' MIN. CLEARANCE ON ALL SIDES, SWITCH RO 1B, PADMOUNTED TRANSFORMERS REQUIRE 3' MIN SEE NOTES l I SEE NOTES 1A & 113 11A & 1B SEE NOTES 8' MIN. 1A & 1B SEE NOTE 2 L� OPENING FOR HOT STICK OPERATION PLAN CLEARANCE ON EACH SIDE AND BACK AND 8' CLEARANCE IN THE FRONT, 2. FRONT ACCESS CLEARANCE SHOULD BE 8' FOR ALL EQUIPMENT. 3. "ELECTRIC EQUIPMENT — KEEP OUT" DECAL THAT SHOWS THE MINIMUM SEPARATION DISTANCES FOR BUSHES FROM TRANSFORMERS IS M&S #548-560-101. 7 F P L OH & UG DISTRIBUTION SYSTEM STANDARDS DRAWING NOTES JJf ELS WM ORIGINATOR; CJM DRAWN BY: PTH DRAWING NOTES RAP JES JJM DRAWING NOTES RAP �JES JJM DATE:9/3094 APPROVED; R.J, SALESKY NO SCALE IGINAL DRAWING CJM PMG RJS DIRECTOR, DISTRIBUTION ENGINEERING REVISION ORIG. DRAWN APPR. AND OPERATIONS SERVICES C�aC� WO p VD 0 I 4 z_ 1 11,5 pRRR LL U.1 0 z = Y!\v 6 � Oy w S a # P I pf.FFt _ - .^ ol ^I(�I;I�a�la 10 €y aI IRTR s5 i �! 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