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HomeMy Public PortalAboutFPL - Applicant Installed Conversion Agmt January 20142 APPLICANT -INSTALLED FACILITIES AGREEMENT FOR UNDERGROUND CONVERSIONS (WR # 4442448) This Agreement, made and entered into this � day of municipal 20 1 �% by and between the TOWN OF GULF STREAM (the "Applicant"), a Florida corporation or county with an address of 100 Sea Rd, Gulf Stream, FL 33483 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 Agreemenf') 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, TBE REFORE, in recognition of the foregoing premises, and in consideration of the covenants and promises set forth herein below, FPL and Applicant do hereby agree as follows: 1. Compliance with Tariff. Applicant shall comply with and abide by the requirements, terms, and conditions of this Agreement, the Conversion Agreement, and FPL's electric tariff (the "Tariff). 2. Conditions for Work to be Performed. Applicant shall, at its own cost and expense, perform or cause to be performed, all Work, as described in Exhibit A, in accordance with the terms and conditions of this Agreement and the standards and specifications shown in Exhibit B. The Applicant shall provide all survey and staking to ensure that all Underground Facilities are installed as shown in the Conversion Agreement and provide As -Built prints to FPL within two (2) weeks of installation, signed and certified by a Florida registered surveyor along with a FPL "Redline" document. 3. Commencement of Work Applicant shall perform the Work, or any portion of the Work, only upon receipt of a notice to proceed containing the approved drawings, specifications and instructions from FPL ("Notice to Proceed"). After receipt of the Notice to Proceed, Page 1 of 7 (Rev. 1023/06) Applicant shall provide written notice of intent to commence work to FPL at least five (5) days prior to commencement of such Work. Applicant shall not perform any excavation work without first notifying Sunshine State One Call for identification and marking of existing underground utilities and complying with the excavation requirements set forth in Florida Statute Chapter 556. 4. Materials. All Materials are to be supplied by FPL and shall be picked up by Applicant at the following address at a mutually agreed upon time, typically with 5 business days minimum notice, but no more than 15 business days notice, unless mutually agreed upon. Alternatively, FPL will, at Applicant's expense, have the material delivered to a mutually agreed upon location. Applicant assumes liability for any materials lost, stolen or damaged once these materials are picked up by, or delivered to, the Applicant. 5. Contractors. Applicant may enter into a contract with a contractor for the performance of the Work, or any portion thereof, provided that the contractor has been approved by FPL in writing prior to execution of such contract. Applicant shall not make any substitution of any contractor for the performance of Work unless the substitution is approved by FPL in writing. The Applicant's contractor(s) shall perform ALL work as outlined within Exhibit A & Exhibit B. No contract or purchase order between Applicant and its contractor(s) shall bind or purport to bind FPL, but each contractor entering into a contract with Applicant with respect to the Work shall name FPL as an intended third -party beneficiary and include a provision permitting its assignment to FPL upon FPL's written request, following default by Applicant or termination or expiration of this Agreement. Applicant shall provide FPL with written certification from each of its contractors performing Work that all warranties, guarantees and obligations of such contractors are equivalent or better than those granted by such contractor to FPL for similar work and shall require that each such contractor name FPL as an intended third party beneficiary of such warranties, guarantees and obligations with the same rights of enforcement as Applicant. Applicant shall assign all representations, warranties, guaranties, and obligations of all contractors at the request and direction of FPL, and without recourse to Applicant, to FPL upon default by Applicant or termination or expiration of this Agreement; provided, however, that, notwithstanding such assignment, Applicant shall be entitled to enforce each such representation, warranty, guaranty, and obligation so long as Applicant has any liability under this Agreement. Applicant hereby assigns to FPL, effective as of the termination or expiration of this Agreement, all representations, warranties, guaranties and obligations of all Contractors. 6. Rieht of Entry. FPL reserves the right, together with its agents or designees to enter the Jobsite as it may elect for the purpose of inspecting the Work, or constructing or installing such collateral work as it may desire, or testing, boring or surveying, or any other purpose. 7. Inspection and Correction of Deficiencies. 7.1. All Work shall be properly inspected and tested, if appropriate, by Applicant and shall at all times be subject to additional inspection by FPL and its designee(s). Page 2 or 7 (Rev. 1023/06) 7.2. Neither the failure to make such inspection, nor the failure to discover defective workmanship, materials, or equipment, nor approval of or payment to Applicant for such Work shall prejudice the rights of FPL thereafter to correct or reject the same. 7.3. Applicant shall correct any deficiencies found with the Work, including but not limited to discrepancies that are inconsistent with FPL's design, instructions, standards or specifications within two (2) business days. If Applicant does not adequately rectify the identified deficiencies in the required timeframe, FPL may, at its sole discretion, perform, or have performed by its contractor the required repairs and Applicant shall pay FPL for any costs incurred. These requirements apply whether the discovery of deficiencies occurs while Applicant is performing its Work or while FPL, or its contractor, is performing its portion of the work. 7.4. If any Work or part thereof is covered over contrary to the requirements of this Agreement or the written request of FPL, it must, if required by FPL, be uncovered for observation and inspection and covered again at Applicant's sole expense. 7.5. If any Work that FPL has not specifically requested to observe and inspect prior to being covered has been covered, FPL may request to see such Work or part thereof and it shall be uncovered by Applicant. If such Work or part thereof is found to be in accordance with this Agreement, the cost of uncovering and covering again shall be paid by FPL. If such Work or part thereof fails to meet the requirements of this Agreement, Applicant shall pay all costs of uncovering, correcting, and covering again. 7.6. Applicant shall pay FPL for all time spent reviewing and inspecting Applicant's Work. 7.7. No electric customers shall be connected to the Underground Facilities prior to all deficiencies being rectified. 8. Indemnity / Liability of Applicant. 8.1. Applicant shall protect, defend, indemnify and hold FPL free and unharmed from and against any liabilities whatsoever resulting from or in connection with this Agreement, the Conversion or in connection with the performance of the Work by the Applicant, its employees, Contractors or Contractor employees, whether or not such liabilities are due to or caused in whole or in part by negligence of FPL; including but not limited to payment disputes between contractor and Applicant. 8.2. Applicant shall assume full responsibility for all damages and all restoration arising in connection with the Work Page 3 of 7 (Rev. 10rz3/06) a 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 20_ and notify FPL when said Work is complete. Upon FPL's final written approval of the completion of the Work ("Acceptance'), Applicant acknowledges that all rights, title and interest, free and clear of all liens, in and to the Work shall vest in FPL. If requested by FPL, Applicant shall provide FPL, in a form acceptable to FPL, an affidavit of Applicant certifying payment of all indebtedness to all Contractors and a written release of liens from Applicant and each Contractor. 11. No Liability by FPL. FPL assumes no liability due to any damage, misunderstanding of installation drawings or specifications, or any actions due to Applicant or its Contractor. 12. Suspension for Cause: 12.1. FPL may at its sole discretion, by Notice, temporarily suspend the Work, or any portion thereof, under this Agreement when the performance by Applicant or its contractor is unsatisfactory by FPL to obtain the results required by this Agreement. 12.2. The methods by which Applicant performs its Work are entirely the responsibility of Applicant. FPL's right to suspend Work is intended solely to verify that the Work being performed by Applicant and its Contractor conforms to the design, instruction, standards and specifications and shall not obligate FPL to review the efficiency, adequacy or safety of Applicant's or its Contractors methods or means of operation or construction. 12.3. Any additional costs incurred by Applicant resulting from such suspension shall be home 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 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"). Page 4 of 7 (Rev. 1023/06) 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 nec6ssary to complete said Work. FPL may have any partially fabricated portion of the Work removed from Applicant's or contractor's facilities upon Notice to Applicant. Applicant shall be liable for any increase of FPL's costs, including rework costs, incurred by FPL as a result of FPL's termination of the contract for cause. 13.4. h1 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. 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 Page 5 of 7 Rev. 10123/06) person, by courier or by certified mail and shall be effective when received. General correspondence is not categorized as Notice. Page 6 of 7 (Rev. 1023/06) IN WITNESS WHEREOF, FPL and Applicant have executed this Agreement for the provision of Applicant -Installed facilities to be effective as of the date first above written. Approved as to Terms and For TOWN OF GULF STREAM By: ' (signature) Name: .TOAV k- D/7"i11WVA-- (print or type) Title: (print or type) By:— sr' 2.x.6 wo, (signature) Name: /2�`/ a J�• / ✓�o/— —� (print or typ ) Title: (OW'n ('lepk (print or type) (signatureltitle) Z::` Approved as to Form and Legal Sufficiency: (signature/title) For FLORIDA POWER & LIGHT COMPANY By: �.�w� �X JCS✓ 1 (signature)IT �/� Name: A4 DJ tl/ 6tiv, (print or type) Title: 4M eoa.f-rd Meti-Y. starts (print or type) Page 7 of 7 (Rev. 1023106) Exhibit A WR # 4442448 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 and equipment make-up including primary and secondary terminations and connections. Exhibit B WR # 4442448 Standards and Specifications bil Y C) -- 1 wc0i Eb C" Cda• U ..� 0 4 H N N O N N ta' a .0 ' o b 0- �I''3 A c^ m 4 ° m . o o cOq mi' '4 tlT O 0 �N+� 5 0 63 a o 6n H m b w k3 m w O N N Y 0 0x U '0 N .fl 4. Y U W h cc, _ „ 4)d g r•+ '' O " " O W +0+ C 0 n v c� a' a �a W a d�d ob o.0 a car ,d u .�.•� d P Y Y o bd P /j N b �����y •yam'{ Cd jo, P4 ca O a �, o. H 0 _ p ~ "' b CC p a b 00 .d r3 M 3 " as 0. UO ail .0 �� F10)7 d O N p P Pi .ra `+�' Y q w o •`� `.i` 0.l P � p hECiS tH r oo rn .-i N m d' b 0 N b bo a a. ° A U v b cd U N bU O N O d .00 O 0 d N d 'd O O[pjq y.� F'1 'N f� Ua 0 5 w O U �rci ca cli to 1WA U 8 V U b b0 O w N Cd FL aHi N Nq � b W b N a Cd p� tba Cd oAa A.. v b pi : ba 'G °Cd "Oj pt A FAQ H o U1 O A ooo b 56 d 'd xo N N O W oo OU -8 U Id aO N cdZl m U w O U U bM 5 0, o p o .o H ° bob00"i o ° 0 � � w b m � A o 9 00 -10, Ell, p m q ° cc + nD� U o w m ^m soi abi 0 y♦ o o � 'd 0 Cd �. 210 0 ° U b b [V M d' C; CV M 7 W STAKING and AS- BUILT SURVEY REQUIRMENTS STAKING It will be the responsibility of the Customer/contractor and/or his surveyor to initially stake the entire job establishing the following: Centerline of trench Center of manhole with off sets It Is the responsibility of the Customer/contractor and/or his surveyor to maintain the original staking or perform any re -staking that is required. Grade information, reference information, benchmarks, etc., that may be required will be supplied by the developer/ owner. AS -BUILT SURVEY The customer/ contractor will have a land surveyor, who is registered and licensed in the State of Florida, obtain, before back -filling occurs, all AS -BUILT field information necessary for updating and correcting FPL construction drawings. The surveyor will legibly mark, with a red pencil, on both the profile and plan view of FPUs construction drawings, all correctlons, additions, and deletions while at he job site. These drawings are to remain on the job site at all fimes for inspection by the FPL Company Representative. Construction drawings are to be updated by the surveyor, while at the job site, each time any AS -BUILT survey information BOOK This FIELD BOOKiisdto include he company namr Is also to record ewmembersuILT and thedate,each timeon In a AS BUILT information is obtained. The AS -BUILT information required is as follows: 1. All facilities are to be stationed to a baseline or reference line that is IdentlQable as a land line or right- of-way line. This base line or reference line must be related to the area of the job site and be capable of being transposed onto FPL's construction drawings. If the construction drawing Includes a baseline or reference line, the AS -BUILT information Is to be referenced to this line. 2. All elevations will refer to the datum plane of "mean sea lever as defined by various bench marks of the United States Geological Survey or Coast and Geodetic Survey. They are to be taken along the top of the duct bank, with no offsets, and at existing grade, all at 50 foot maximum intervals. Additional elevations and grade shots are required when there is a change of elevation and(or direction of the duct bank. Elevations are also required on the roof of the manhole, at existing grade, and where the duct bank enters the manhole. 3. Overall total lengths of duct are to be recorded. Measurements are to be taken from the manhole's outside wall and directly along the length of the duct bank with no offsets. 4. When other utilities are uncovered, (water, gas, sewers, telephone, CATV, etc.) their size and type are to be determined, their location referenced to the baseline, and.thelr elevation noted. An elevation will be taken on the duct bank directly above or below the other utility and at existing grade. 5 A duplicate setFifoffice.required. This duplicate set may be marked from of BOOK information by the surveyors Note: 'rho construction be considered fol w ng are presented to, and approved by, thefcomplete until all of the FPL Company Representative. a) Signed and sealed copies of the AS -BUILT survey FIELD BOOK b) The set of FPL construction drawings marked in red by the surveyor In the field. c) The duplicate marked set of construction prints. D-15.0.1 STAKING INFORMATION D-15.0.1 (EXHIBIT "A $1) ELd55 NORMALLY ON A FVC OR WIRE STAFF. ARE USED IF FIELD CONDITIONS ALLOW CLEAR SIGHT OF THE FLAGS. NOT TO BE USED WHEN FACE. STAKING. FLAGS SI4ALL BE A MINIMUM OF a" x S` WITH A 21" WIRE. _ MARKINGS TRE APPROPRIATE PFEPRNTEO TYPE MAY BE USED IF FIELD CONOGION3 AULOW. RAGS SHALL PW PLETIERS ON 11IG1E FLAG MID P1iFPTEIIIED AS FOLLOWS: !® PROPOSED FPL POLE, PROPOSED FPL ANCHOR, PROPOSED FPL TRANSFORMER PAD, PROPOSED rL FPL TRENCH, PROPOSED FPL ELECTRONIC CABLE MARKER. PROPOSED FPL HAND HOLE sTmESyNORLMLY ARE 24" TO 48` ONE BY TWO'S DEPENDING ON LOCAL PRACTICES AND AVAILABILITY. 6" 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. STAKEMARKINGS DEPENDING ON SURFACE CONDITIONS AT THE WORK LOCATION, DIFFERENT METHODS OF STAKING MAY BE USED. N EARTH, STAKES Oft HUBS WILL BE USED. NAILS, DISCS AND PANT WILL BE USED IN PAVEMENT OF ASPHALTIC COMPOSITION, AND CONCRETE WILL BE MARKED AND PAINTED. WHERE OEFNITE POINTS OF ALIGNMENT ARE REQUIRED, SUCH AS RIGHT OF WAYS OR N FACE STAKING. HUBS WILL HAVE NAILS DRIVEN INTO THEM, NAILS AND DISCS WILL BE USED ON ASPHALT, AND CONCRETE WILL BE GRILLED AND PAINTED TO INDICATE THOSE POINTS. REGARDLESS OF THE LOCATION'S CONDITION, OR OF THE METHOD OF STAKING USED, CERTAIN MARKINGS MAY BE USED BY THE SURVEY CREW TO INDICATE TO THE APPROPRIATE WORKING CREW WHAT EACH STAKED LOCATION REPRESENTS. THE FOLLOWING IS A LIST OF THE MOST TOS YALL BEMP MARKINGS, ON THE STAKES, THESE MARKING WILL BE ON THE 2` SIDES. ON PAVED SURFACES, THESE 1. ANC` - INDICATES LOCATION OF THE EYE OF THE ANCHOR ROD_ 2. Al1 C" - INDICATES LOCATION OF THE EYE OF THE ANCHOR ROD. 3. "FIFE" - 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.) "(]" OR b" WITH "POLE` IN THE CENTER, ON PAVED SURFACES OR SIDEWALK. (A NAIL & DISK WITH RIBBON MARKED 'POLE" MAY ALSO BE USED.) 5. "(( TRENCH" OR 'E FPL TRENCH" - INDICATES CENTER LINE ALONG WHICH A TRENCH IS TO BE DUG. 6. -TX A ` OR "CTR TX PAD` - INDICATES THE LOCATION OF THE CENTER OF A TRANSFORMER PAD. 7. "10' 0/5 ¢ TX PAD" &TR NSFORMER PAD,, ALONGOFFSET REFERENCE STAKE 10' & ITS ENTER LINE PERPENDICULAR20' FROM TO TRENCH- CENTER OF 8. "CTR HMDHOLE" - LOCATION OF CENTER OF HANDHOLE. 9. "10' O/s � HANDHOLE" & "20' O/S ¢ HMOHOLE` - OFFSET REFERENCE STAKE 10' & 20' FROM THE CENTER OF THE THE HANOHOLE ALONG ITS CENTERUNE PERPENDICULAR TO TRENCH. 10. `CTR MARKER` - LOCATION OF THE CENTER THE MARKER. 11. "TO' D/S %MARKER" & "20' 0/S IE MARKER" - OFFSET REFERENCE STAKE 10' & 20' FROM CENTER OF MARKER PERPENDICULAR TO TRENCH. 12. " "C ' GRADE AT CENTER OF PAD OR HANDHOLE. A NOTATION INDICATING NUMERICALLY HOW MUCH TO 11 CUT OR FILL MAY BE PRESENT WHERE NECESSARY - 13.'+N` - OFFSET REFERENCE PAINT MARK ON PAVEMENT (IF EXISTING) PERPENDICULAR AND IN CLOSE PROXIMITY TO THE HAND HOLE CAN BE USED FOR OFFSET PURPOSES. 14. -JKR` - OFFSET REFERENCE PAINT MARK ON PAVEMENT (IF UISTNG) PERPENDICULAR AND IN CLOSE PROXIMITY TO THE MARKER, CAN BE USED FOR OFFSET PURPOSES, F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: PMC BRAWN BY. RAS (04/01 UPDATED DRAWING (TITLE & TEXT) OPM JES JIM �� 5/09/96 APPROVDk JJ. uCOKA' NO SCALE/09/96 CHOICE PAGE FORMAI PIN RAS JJu SUPERYLSOR GHJUG PRODUCT GATE RMON ORC. MWN APPR SUPPORT SERWCEs D-15.0.2 STAKING INFORMATION D-15.0,2 (EXHIBIT "A") COLOR CRAYONS. PAINTS, AND PLASDC RIBBONS MAY BE USED FOR IOENTIFYINC STARES THE FOLLOWING AP -WA COLORS HAVE BEEN ADOPTED STATEWIDE AS STANDARD- - WHITE PROPOSE EXCAVATION — PINK TEMPORARY SURVEY MARKINGS — RED ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGHTING CABLES — YELLOW GAS, OIL, STEAM, PETROLEUM OR CASEOUS MATERIALS — ORANGE COMMUWCATION. ALARM OR SIGNAL LINES. CABLES OR CONDUIT. — BLUE PORTABLE WATER — PURPLE RECLAIMED WATER, IRRIGATION AND SLURRY LINES — GREEN ' SEWER AND GRAIN LINES �1YTO AS DEM 13 SSCNBS VIVID RED #1. THIS COLDR IS COMPANY EXISTING AS SPRAY PAINT UNDER&S #504-1700-5. WHITE PER A.P.W.A. I CRAYONS AND PLASTIC RIBBONS USED FOR STAD KING FPALFACNORH S MARE? PF20POSEE) SHOULD APPROXIMATE ESE COLORS. FACILITIES. 644 I RENSION F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: PNC DRAWN By' RAS 9190 APPROVED: U.J. MCEVOY NO SCALE svp—smi0R. OH OG PRODUCT SUPPORT CES, D--15.0.3 STAKING INFORMATION (EXHIBIT "A-) D -x.5.0.3 IRME AND ANCHOR OTA IIINNG T, AN ANCHOR STAKE LOCATION REPRESENTS HE LOCATION OF HE EYE OF THE ANCHOR ROD. 2• WOOD OR CONCRETE POLES 7TVd ARE TO BE SET 6' IN RIGHT -OF -NAY AND WOOD POLES THAT ARE TO BE SET I' IN yPjRRO ERT E7WILL BE POLE ELY ACCURA EE POLE ED. POLES SHOULD ALSO BE CENTER STAKED WHEN IT IS NOT NECESSARY 70 AVE AN POLE LOCATION I CENTER STAKED EXISTING POLE ONE T' (¢ 50 1 250'x'O 250'?' O 250'x' 250' 250'tX p �O O 0O O@ Lp_a FIGURE 1 ® POLES O2 -OT ARE CENTER STAKED Ic 3. WHERE MORE ACCURATE POLE SETTING IS REQUIRED. SUCH AS AT THE RIGHT-OF-WAY ONE OR THREE INCHES BACK RING DETERMINESTHE HST'ECIFIIED FACE LOCE CATION ON. -WHERE TNECESSARY HESULLED E MMARKINGS TRAY BE ASRREVIA'fED ORWEEN TWO ADjACENT STAKES. SPELLED PELLEO OIJT. F,F. OR FIELD FACE S.F. OR STREET FACE E MUST THE LINE THAT FACE MINIMUM THE FTHREE POLE WILL IBE AGAINST- THE D TIES THE FPOLE DOWN AS DETERMINE ITS LATERAL POSITION THESPECIFIED FTHE FIRST TWO - / C 3.MIN. V.�1 VARIES B PROK OF CURB, PERTY LINE A OR R/W CRITICAL DIMENSION (MAY BE "0" ZERO) FIGURE R or WE E IS TO BE DETERMINED .A. THEIR LOCATION-A(AS NAILNWILL�BE DRIVEN UNTO EACH US OTO INDICATE WHAT FI.ESEWILL BE ALIGNMENT. T. "C MARKED ON ^O pOLE"ETO INDICATE THA p1SCS YALL THE OLE SE TOUSED BE LOCA�ALONG 14SLT TO AID II . PERPENDICULAR TMORUNE FROM "A" TO "B • POLE LOCATION NUMBERS ON THE STAKE MAY BE PRESENT TO AID IN IDENTIFICATION. OA7E ' RO✓6ION STAKES F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGNATORI PNC DRAWN BY• RAS OPM JES 0M PMC RAS .N� OAT-: B/09/96 APPROVE%: J.J. MCEVOY NO SCALE SUPE(MSOT OH UG PRODUCT ___ _....._...,eo SUPPORT SFTnLCES _ D-15.0.4 I STAKING INFORMATION D-15.0.4 1. Tj NSF -PADS AND M„auMO 1. TRANSFORMERS, PADS AND MARKERS ARE MOST OFTEN POSITIONED A7 OR NEAR THE TRENCH CENTERLINE AS A RESULT STAKES ARE USUALLY DUG UP DURING TRENCHING. OFFSET OR FACE STAKES ARE USEFUL TO THE CONSTRUCHON FORCES TO RE-ESTABLISH IRE LOCATION OF THE FACILITIES AFTER TRENCHING. STAKE CENTER UNE OF ACEHANSTAKING G MARKERS. THE FOLLOWING SKETCHES ARE EXAMPLES OF FACE STAKING AMC OFFSET REFERENCE STAKING. FACE STAKING LS PREFERRED. PARTICULARLY FOR TRANSFORMER PADS, BUT OFFSET REFEHENCE STAKES MAY BE NEEDED AT TIMES IF TREES OR OTHER ES SUCH AS CORNER STAKES MAY BE USED TO soli OBSTRUCTIONS PREVENT THE USE OF FACE STAKES. ADDITIONAL STAR LOCAL CONDITIONS. 2. WHERE GRADE STAKES ARE REQUIRED, INSTALL AFTER TRENCHING AT PAD OR HANDHOLE. IBANGFORMER PAD- HANOHOLE. HA KrR(LMANHO E GTAKW- 1_ THE F00.OW1N6 TABLE ONES THE DIMENSIONS OF THE CONCRETE TRANSFORMER PADS TO AID IN ACCURATE STAKING. PAD TYPE W L APPLICATION 3d LF PM W/SECT. , UX-tt6 6'-D' 5'-O" 3P &2d W/O SECT. & 3s OF W/SECT.- UX-717 4'-0" 4'-7" ALL 10 UX -lig 9'-1D` ID' -6" PADuOUNTEO AUTOTRANSFORMER _ UN -18 tD' 5' FEEDER SPLICE BOX LENGTH AND WIDTH OF CONCRETE PADS FACE STAKE -i U EASEMENT EASEMENT FACE STAKE Is PAD FPL TRE ICH TXPADFFONI' 12`_ R/W FACE STAKE FIGURE 3 - FRONT FPL O/S Jr MMARRKEPDAO' O/S 10' / I TX OFFSET REFERENCE STAKES —10 EASEMENT UNE PROPOSED 10' E URD CONSTRUCTION FIGURE KING $ 20POSED PAD "PROPOSED FPL TRANSFORMER PAD` FLAGS "CORNER OT C PAD" STAKES FIGURE 5 - FRONT LOT URD CONSTRUCTION TRENCH 5fAKING FACE STAKING CENTER UNE OF TRENCH STAKES SHOULD BE APPROXIMATELY 50' APART EXCEPT ON CURES, WHERE 25' OR 30' SEPARATION SHOULD BE MMAINTAINEDD- OFSS�TL ROM ING,LCURVECH THERE A9SHAILAKE PER LOOT. MAY Be STAKES EO(ff LOCAL OHM) I10 AVOID ETHEM. THE CORNER DIFFER ETHODS F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORRiWATOR: PMG DRAWN Sr. RAS LD1/01 UPDATE DRAWING (TIRE AND TEM) DPS• 'IE+` JJM '09/96 CHANGE PALE FORINT PUG RAS .VM DATE 8/09/96 APPROVED: J+1. l LID P NO SCALE 5 �T ON PRODUCT DATE REVISION NOGjDFb%I0H APPR N O U O � S p D O C � � a L O w N \ N —✓ _O O �wo p N C W 00-1J N ._ mo�mao,°n�9 N (Latta v�o O D oo w a d F-p,Lt o , IO W Q W N p U N R y0- zo��Nwav fV Z O 0 O s —NCO—�3NVi QQoy3a 0 zo z? m o c o w m z W I to N 1= Op N W V 0.9 0 c 2 �a 3D.rO+OlL rnw § § }II � |� } � i § ); :$ 2 LL \ - ` < � } ); :$ 2 \ - /!! e"® § d )�` � �;m w )•�/ :. w� M I � } \ � FIGURE 2 TypICAL SERVICE HANI)HOLE INSTALLATION TTIGURE 2A CAPS 40� FINAL GRADE ��� ///ECM M & S # 590-61610-4 FUT -�-/�PEP T6. pvc Z ALL COND INSTAU-M0 ONE END OF HH N., M & S # 164-73800.6 2- - 40 DEG (24" R - ITYPE ) Ll END 48" PRIMARY SEI -ICE HAMJQ]GE M & S # 161-12100-4 �411 FINAL GRADE i ECb4 1a A S yr5g0�6161D4 jr45D nrING PFJI1M m pUr t ir4G EYE blastEYE TE446 BE INSIDE THE HANDHOtE EG(36"R)13 M&5#16443945-2 FIGURE 3 PAD & CONDUIT DETAILS SINGLE PHASE LOW STYLE PADMOUNTTRANSFORMER CONCR = . TnAN sFORM--E-R. PAD M & S # 162-24800-4 3" S a SERVICE OR SECONDARY p = PRUAARY PAD COMM OPENING 3" 'N TOP OF AFS.. ommu TS BNAL WADE FRONT ELEVATION OF PAD FIGURE 3A ONE LOW STYLE & ONE REGULAR STYLE TRANSFORMER 60VT 8011 SINGLE PHASE LOW STYLE POWER TX CABLE TO LIGHTING SINGLE PHASE REGULAR STYLE LIGHTING TX CUSTOMER CONDUIT AREA 28112" -DI Imo- 28 110 PRIMARY PRIMARY ;ECONDARY y,. t 8. y (L 3 1/2" 1. (FRONT OF PAD) 10" 7„ FIGURE 36 SINGLE PHASE LOW STYLE TRANSFORMER 48" SECONDARY PRIMARY 29" +6 "MAX OQ�O 13" Q 91/2 3" MAX � W. (FRONT OF PAD) FIGURE 3C TWO LOW STYLE TRANSFORMERS 80" SINGLE PHASE SINGLE PHASE LOW STYLE LOIN STYLE POWER TX LIGHTING TX 60" FPL SECONDARY CABLE TO LIGHTING TX SECICUST. CONDUITS 28112" p, f 281!2" PRIMARY o 88 ESECONDARY 9„� SECONDARY- �^ 9„ e• ri (FRONT OF PAD) FIGURE 4 1 - #i120 INSTALLATION When installing conduit only (cable to be pulled later), a single #112 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 temilnated above ground at the conduit ends as shown. This wire will allow empty plastic conduits to be located with electronic equipment. This method is not intended for cases where conduit Is installed strictly for road crossings only. In these cases ECM markers should be used to mark the cwnduit ends. CAP ��a 11-912c NYLON TIE INSUL4TE0 WIRE GRADE ...e M6S 115-09398-0 PVC CONDUIT WHERE TO INSTALL#12C WIRE FUT PRI LYES) FU, IiH FUr SEC (NO) FUT SVC (YES) TO RISER ..... r .... C............ C............: i^i-�...... I ... C............ Cy......... ECM c3 ' W t•Fl1TSEC ASKEAST '� t t-FUTSVc FUT HH ............0 ............ C ........... ANG PNC— TO NEXTTX ...........0 ... N...... C ............ ECM FUT SEC (YES) PRI b2FUT SVC (NO) ECM DRAWING SYMBOLS CUSTOMER INSTALLED CAP ��\� I ('/.�L��`�i(.Fc I PAD MOUNTED (� FPL POLE -/Ij' I I BMOC I \/l— FPL INSTALLED GRADE CUSTOMER INSTALLED Z' PVC BEND BO', 36" RADIUS CUSTOMER INSTALLED / 2" PVC BEND 45. 36' FPL INSTALLED Sr CONDUIT RADIUS CAP END. 4/OA TYPICAL PVC CONDUIT BEND TYPICAL CONDUIT ENTRANCES AT RISER POLE INSTALLATION TO PAD MOUNTED SWITCH SYME10LS CONDUCTORS — PRIMAR EXISTIN PROPOSE_p FPL OWNED. IN CONDUIT, WITH CONDUCTOR SIZE, METAL, +PNCC RATED VOLTAGE INSULATION AND NEUTRAL INDICATED. CONDUCTORS — 5FCONDAPY — STREET LICHT FPL OWNED, IN CONDUIT, WITH CONDUCTOR SIZE. METAL 1/OA 4/OA AND INSULATION INDICATED (HM/HD TPX SHOWN).--ill----IlP- 5ERVICE LATERALS THREE—WIRE SECONDARY SERVICE. FPL OWNED IN CONDUIT 3-2E RN 1/OA PX WITH CONDUCTOR SIZE, METAL, INSULATION AND JACKET INDICATED. EMPTY CONDUIT —C— —C --C— .PADMOUNTED TRANSFORMERS PADMOUNTED TRANSFORMER, 10, WITH kVA HATING B 15 13,15 (FRONT, OR TERMINAL CHAMBER, IS SMALL RECTANGLE AT RIGHT END OF SYMBOL.. PRIMARY PHASE INDICATED) TRANSFORMER STYLE SHOWN AS FOLLOWS: (RS)-- REGULAR SIZE - 42" + HIGH, (DF) — DEAD FRONT — 32 " + HIGH, (LS) — LOW STYLE — 24" + HIGH. ERUCTURE} ELECTRONIC CABLE MARKER AND OR SPLICE PR (BURIED) SERVICE HANDHOLE O 7'0 O 8 L APPENDIX A UN -27.0.0 ECOMMENDED PRACTICES FOR FIELD JOINING UN=27.0.0 OF PVC CONDUIT (USING 'CLEAR SOLVENT CEMENT) AND PVC CONDUIT INSTALLATION FIELD JOINING 1. EXAMINE EACH LENGTH OF CONDUIT AND ENSURE THERE ARE NO INTERIOR OR EXTERIOR IMPERFECTIONS, CRACKS, ETC. REMOVE ALL FOREIGN MATERIAL FROM INSIDE CONDUIT. 2. USING A HACKSAW, FINE TOOTH WOOD SAW. OR NYLON STRING, CUT PIPE SQUARE (IF REQUIRED). - REMOVE ANY BURRS AND BEVEL ANY SHARP EDGES. WIPE DRY WITH A CLEAN, DRY CLOTH. 3. APPLY CEMENT (M & S- #522-14100-7) UNIFORMLY ON INSIDE OF BELL OR FITTING. APPLY UNIFORM COAT OF CEMENT ONTO CONDUIT END. DO NOT POUR, SPLASH, OR GLOB CEMENT ONI 4 IMMEDIATELY INSERT THE CONDUIT INTO THE 13ELL END OF FITTING ALL THE WAY TO THE INSIDE SHOULDER. ENSURE SNUG FITANDTURNCONDUIT I/4 TURN TO DISTRIBUTE CEMENT EVENLY. 5. HOLD JOINT FOR APPROXIMATELY ONE MINUTE TO ALLOW CEMENT TO BEGIN SETTING. WIPE OFF EXCESS CEMENT. (NOTE: MANUFACTURER RECOMMENDATIONS ARE TO ALLOW FORA MINIMU OF 10 MINUTES OF DRYING TIME PRIOR TO ANY BACKFILLING. WEATHER CONDITIONS MAY VARY THIS SETTING TIME.) �REiZT��,�iPP.I 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. S. THE FINISHED CONDUIT RUN SHALL BE RODDED IN AN APPROVED MANNER (I.E. WINCH LINE, MANDREL, ETC.) TO VERILY CONTINUITY AND CLEANLINESS. NOTE: NO CONDUIT RUN SHALL BE ACCEPTED AS PROPERLY INSTALLED UNLESS FREE PASSAGE IS OBTAINED AND VERIFIED BY FPL SUPERVISION.) DATE OFFL OH & UG DISTRIBUTION SYSTEM STANDARDS owGIRAT01: CM DRAWN BY: Bo 'D-94 piMROYED: R J. SAIESNY NO 5(ALE 511PFHNSOw OH UG PRBWCT '-SUPPORT ES I APPENDIX E UV -12.0.0 IDENTIFICATION OF UNDERGROUND UV -12.0.0 CABLES AND VACANT. CONDUITS GENERAL AI UNDERGROUND CIRCUITS SHOULD BG IOF,NTIFlCO WHERE APPLICABLE AS FOLLOWS: TEF DER NUMBER SWITCH NUM9EA 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 TIM NUMBER DATE OF FAILURE ON SECTION OF CABLE (DIRECT BUTTED ONLY) ANY UNUSUAL CONDITIONS, I.E. CABLE IN CONDUIT, PARTIALLY IN CONDUIT, DIRECT BURIED, ETC. ALL ORCUTIS AND VACANT CONDUITS SHOULD BE APPROPRIATELY ITImUFIED AT EACH TERMINAL OR SWITCHING - POINT AND AL INTERMEDIATE LOCATIONS SUCH AS VAULTS, MANHOLES, PAD MOUNTED TRANSFORMERS, OR HAIOHOLES. 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. 3/10,• HOLE . T 1/4" NO 1-1/277. USE I T- ° 2' WHITE MARIONG PEN 2' PLASTIC TAG ROUND ° 0I&S 1549-37000-B) (M✓td -449- M&S /549-39000-1 USE MARKING PEN ALUMINUM TAGS 3 � (IMS 8549-50100-4) RECTANGULAR (USE STER SO4CL) M&S #549-:541013-7 SERVICE OWNERSHIP TAGS - PLACE INSIDE METER CAN. USE TUE WRAP TO ATTACH TAG TO CONDUCTORS. PRINT ADDRESS USING MARKING PEN (M&S 1549-50100-4) gT1,4HOS -T- ° °CUSTOMEROWNEDPLASTIC TAG 2"(M&S 1549-37800-8)ADDRESS, —2-1/2' UNDERGROUND DUCT & MANHOLE SYSTEMS USE ALUMINUM TAGS, AFTEM TO CABLES WITH 1120 -TW ON ALL CIRCUITS IN UNDERGROUND SYSTEMS, SUCH AS SUBWAY VAULTS, MAN- HOLES, RISER POLES, ETC. ROUND ALUMINUM TAGS ARE FOR FEEDER NUMBER AND PHASE IDENTIFICATION. RECTANGULAR ALUMINUM TAGS ARE USED FOR ALL OTHERIDENCARON PURPOSES EXAMPLE, ON ISOLATED NEUTRAL CONDUCTORS OF PILC CABLES, ETC• DH DIRECT BURIED AND CABLE IN CONDUIT SYSTEMS - 'USE ALUMINUM TAGS FOR CUSTOMER 1.0. AS INDICATED ABOVE FOR LOCATIONS THAT WILL BE SUBJECTED TO SUNUGHT. USE PLASTIC TAGS FOR URD CABLE TERMINATION TAGGING AND AT DTHER LOCATIONS SUCH AS PADMOUNTED TRANSFORMERS AND HANDHOLES. ALLOW 10 SECONDS MINIMUM DRYING TIME TD PREVENT SMEARING. FASTEN PLASTIC TAG TO CABLE WITH TY -RAP (M&S 1534-25000-1). EXAMPLE OF MARKING SECONDARY CABLES SV TD p 3928 FU IN 5'y (STREET ROORESS) 1 ® A TO N&W 3500 800 9 � 2 USE ADDRESS NUMBER TO.. TO R _ ON EACH SV INSIDE TX. OB WCAN JUBCTION 8OX m HH 3988• 3989• i�NNUMBER WEST 'STREET ADDRESS BN EACH SERVICE HOUSE ADDRESS NUMBER SUPERSEDES UV -12.0.0 LAST REVISED ON 3-15-91 FPL OH & UG DISTRIBUTION SYSTEM STANDARDS ORIMNATOB: RJO DRAWN n IOC CHRM PAGE FORUAT ALA . 30-94 IMY'ISm NOTES A D DIMENSIONS WO llf, RJS DATE -9-M-94 APPROVED: 'RJ. SANFSKY NO SCALE DATE RFVCDON PRG. OBAWN APPR SUPOMSOK OH UO PROD`4 SUPPORT 9 WCL$ I-68.0.1 OPEN WYE -OPEN DELTA TRANSFORMER BANK I-68.0.1 USING SINGLE PHASE PADMOUNT TRANSFORMERS NOTES: 1. POE EE EXTERNAL TRANSFORMER GROUND STRAPAVE AN TO THE CASE TED RAL MUSTEBEREMOVEDBUSHING. AND THE BUSHING SHALL BE INSULATED WITH SELF BONDING TAPE & ONE HALF LAPPED LAYER OF VINYL TO CONFINE BONDING TAPE. 2. BOND TRANSFORMER CASES TOGETHER WITH #4 BARE COPPER WIRE DIRECT BURIED. 3. SERVICE CABLES FURNISHED AND INSTALLED BY CUSTOMER TO BE IN DUCT. 4. A DECAL WITH THE FOLLOWING NOTE SHALL BE LOCATED IN A CONSPICUOUS PLACE CONNECTION; THIS TRANSFORMERBOTH RS. CAUTION: OPEN CAN BE ENERGIZED OMOPEN DELTA ADJACENT CON (M&S #548-54800-7). REFER TO Z-35.0.0 FOR LOCATION. 5. SEE UV -12.0.0 FOR MARKING UNDERGROUND CABLES. 6. THIS STANDARD IS FOR TRANSFORMERS 167 KVA AND SMALLER. 7. LOOP SYSTEM SHOWN. RADIAL SYSTEM MAY BE USED. 8. DEAD END PLUG (M&S #163-10100-7) IS REQUIRED WHEN INSTALLATION IS I PERMANENTLY RADIALLY FED. INSULATED CAP ASSEMBLY (M&S #163-01800-2, OR M&S #163-02200-0) REQUIRED AT LOOP OPEN POINT (13kV AREAS) OR WHEN LOOP WILL BE EXTENDED IN FUTURE. 9. LIGHTING TRANSFORMER SHALL BE DEAD FRONT (36" HIGH) OR LOW STYLE (24" HIGH) WITH HORIZONTAL TYPE SECONDARY SPADES. MAXIMUM SECONDARY CABLE SIZE FOR LOW STYLE TRANSFORMER IS #4/0. 10. REFER TO 1-60, C-12, 1-62 AND I-65 FOR MATERIAL DESCRIPTIONS. RS 167 KVA AND 11 ALL SINGLE PHASE ADDITIVE POLARITY. 7ALL0 230LKV7AND DUALTRANSFORMERSSMALLER RE VOLTAGE AREI SUBTRACTIVE POLARITY. CONNECTIONS MUST BE MADE AS SHOWN .IN DIAGRAM. 12. IF C.T. METERING AT TRANSFORMER IS REQUIRED, REFER TO K-26.0 2 LEAVE PULL STRING IN METERING CONDUIT. 13 TIOKAVO AVOID CERTAIN DRIVING THECABLE GROUND LOCATION ROD THROUGHINSTALLING ANYEXISTING CABLESOUND RODS kV ED 14 FOR DUAL RRESTERSVO (RATING LTAGE RIS2FOR PHASE LTO GROUND LY OPEN 1VOLTAGE).NTS USE 187REF RTO 1-6� 0.0 AND 1-65.1.1. 15 WHEN NN MULT TAP COMNNECTING MORE THAN ONE CUSTOMER CABLE TO POWER LEG USE 16. THE NESC REQUIRES A MINIMUM F 6 FEET SPACING BETWEEN RODS. IF ADDITIONAL RODS ARE REQUIRED, REFER 70 G Adm. P L OH & UG DISTRIBUTION SYSTEM STANDARDS A 8/01/01 UPDATED ORAWNG (REFERENCES) tiVr acs •. ORICRIATOR: J.V. DRAWN BY, J.P.F. 3 9/4/99 UPDATED DRAWRLG (TEXT) WC OLW JJU 2 9/35/90 RELASED NOTE /14 AND ADDED NOTE 116 N HO RKC PATE: 1/1/90 APPROVED: RK pElO NO SCALE NOTE Its JV WH SUPERVISOR. ON PRODUCE 1 ADOEO .HO SUPPORT SERVICES I-68.0.2 OPEN WYE -OPEN DELTA I-68.0.2 TRANSFORMER BANK USING SINGLE PHASE PADMOUNT TRANSFORMERS LIGHTING TRANSFORMER POWER TRANSFORMER � 9 X3 XI SEE NOTE 11 AOPENINGU 3%2SEE CONDUIT LEE XI HI H2 HI H2 LOW SME TX. PX2 NOTE 1POWER TX. LIGHTING TX SPLICE X3 X2X1 X3 X1 SEE NOTE%2FPL 15 GROUND RODALTERNATE LOCASEE NOTE MI6C.T.'S IF REQ eBME SONO WIRE -'Id•; "' EPLSEE K-26 M` 1 i� ALTERNATE OLOCATION 1crr Teas nr1 n.A _(tel SEE NOTE ®16 SECONDARY CABLE SIZE GOVERNED BY KVA OF POWER TRANSFORMER POWER TRANSFORMER ALUMINUM CABLE KYA SECONDARY SIZE 25 1/0 TPX 37-1/2 & 5D 4/0 TPX- 75 350 kcmil 100 2-350 kcmil DISCARD NEUTRAL CONDUCTOR 13kV-ADDITIVE POLARITY ITEM QUANTITY DESCRIPTION (SEE NOTE 10) M&S NUMBER 1 2 PAD MOUNTED TX. SEE NOTE 9 2 ,I VARIES ELBOW TERMINATOR: 15kV ELBOW 25kV ELBOW 163-58700-7 163-50200-1 3 VARIES COLD SHRINK TERMINATOR -SEE UH -34 153-51000-4 4 1 PAD TX, (SEE UX -115) 162-24600-1 5 VARIES I CONDUIT (FURNISHED & INSTALLED BY CUSTOMER) VARIES LIGHTING TRANSFORMER H1 HI H2 H2 POWER TX. LIGHTING TX XI X2 X3 X7 X2 X3 C.T.'S IF REO SEE K-26 23kV OR DUAL VOLTAGE SUBTRACTIVE POLARITY NOTES: SEE 1-68.0.1 2 IS/01/01(REMOVE REFERENCES TO DELETED SHEETI GJP I JES I a 1 9/30/99 TO COLD-SHWNK TERMINATORRJO IED RJS D 9/25/90 ORIGWAL DRAWING RJO JEO RJS ). DATE REV190N I ORIG. IDRAWNI APPR SUPERSEDES 1-68.0.2 LAST REVISED ON 9-25-90 COFPL OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: RJO DRAWN BY: JED 0/94 APPROVED: R.J. SALESKY NO SCUP SUPERVISOR, 011 UG PRODUCT .SUPPORT SERVICES CONCRETE N'UUN11Al1UlNUX-115.0.0 UX -115.0.0 OPEN IYYE OPEN DELTA TRANSFORMER BANK USING ^^ 2-1/2" - n i3S40 I 40 9 I I I "AllI •�I I I "V V - PLAN 6" 4 RE—BAR I" CHAMFOR . SECTION "A—A" 162-24500-1 2-1/2' spa^ x I-sle MOLE FOR NASONARY INSERT FOR TEIXPHONE BOND TO FPL GROUND ON BOTH SIDES OF PAD. S LOCATION EIF INSERTS WEIGHT: 1950 CUBIC FEET: 14.00 CUBIC YARDS: 0.52 NOTES: 1, TOP SURFACE SHALL BE A SMOOTH PLANE. THE MAXIMUM ALLOWABLE DETAIL — "A VARIATION IN HEIGHT BETWEEN ANY TWO POINTS ON THIS SURFACE IS 0.125 INCHES (3.175 mm). 2. TING INCH M114MUM CONCRETE COVER REQUIRED OVER STEEL ON REINFORCING STEEL SIDES AND AROUND OPENINGS OF FOUNDATION. 3. 4OOD LB. TEST CONCRETE. 54063 - 6 REO'D 54049 - 4 REQ'D 4 DAYTONI SUPERIOR READED INSERT, 1�2 ' WITH PLUG, ELECTRO- S4006 - 4 REQ'O 5, MANUFACTURER'S IDENTIFICATION. YEAR OF MANUFACTURE AND FPL CO. M&S NUMBER TO BE CAST IN TOP SURFACE OF PAD NEM CENTER OF PAD. (THIS IS REQUIRED WHEN �� n r L PRECAST.) r 6. REINFORCING RODS TO DE WELDED AT ALL INTERSECTIONS. O}I & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: RCB DRAWN B1: 2 /30/02 UPDATE DIMENSIONS RAP JES JJu APPR0 O: JJ. uc mi NO SCALE DATE 1 01/ID/0I UPDATE TEXT AND DIMENSIONS RAP .ES JJM SUPERV OR. OH/UG PROOUGT NO. DATE RENSION ORIG. DRAWN APPR. SUPPORT SE R:ES UTISN UX -115.0.1 DELTA USING LOCATIONS PHASE LOW STYLE UX -115.0.1 PAD MOUNTED TRANSFORMER AND A 10 REGULAR STYLE PAD MOUNTED TRANSFORMER c U (FRONT OF PAD) -SECONDARY CONDUIT TO POWER TRANSFORMER NOTES: 1) REFERENCE: 1-68.0.2 OF THE DCS. 2) PAD M&S 162-24600-1. 3) ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL. 4) ALL SECONDARY /CUSTOMER CONDUITS MUST FIT WITHIN THE 10"X13" AREA INDICATED. 5) ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT UNLESS OTHERWISE INDICATED. 6) MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD. OF P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: SMS DRAWN BY: BILL DATE APPROVED: J.J. MCEVOY NO SCALE GATE REVISION ORIG. DRAWN APPR. SUB SUPPORT SSETM ES PRODUCT SINGLE PHASE SINGLE PHASE LOW STYLE REGULAR STYLE POWER TYPE LIGHTING TRANSFORMER TRANSFORMER SECONDARY CONDUIT TO LIGHTING TX 28 1/2" 28 1/2" SECONDARY I PRIMARY 9 PRIMARY I loll SEC 7" 3"MAX 8 6., 3"MAX 3 1 /2' (FRONT OF PAD) -SECONDARY CONDUIT TO POWER TRANSFORMER NOTES: 1) REFERENCE: 1-68.0.2 OF THE DCS. 2) PAD M&S 162-24600-1. 3) ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL. 4) ALL SECONDARY /CUSTOMER CONDUITS MUST FIT WITHIN THE 10"X13" AREA INDICATED. 5) ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT UNLESS OTHERWISE INDICATED. 6) MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD. OF P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: SMS DRAWN BY: BILL DATE APPROVED: J.J. MCEVOY NO SCALE GATE REVISION ORIG. DRAWN APPR. SUB SUPPORT SSETM ES PRODUCT UX -115.0.2 CONDUIT LOCATIONS FOR OPEN WYE -OPEN UX -115.0.2 DELTA USING TWO SINGLE PHASE LOW STYLE PAD MOUNTED TRANSFORMERS i Q nn^ (FRONT OF PAD) NOTES: 1) PAD M&S 162-24600-1. 2 ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL. 3 ALL CONDUIT RELATED DIMENSIONS ARE TO THEEC NTER OF THE DUCT UNLESS OTHERWISE INDICATED: 4) MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD. WF P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: SYS DRAV/N DY: BILL DATE APPROVED: J.J. NCEVOY NO 5C SUPERVISOR. OR PROOUCT D�iE BENSON OPoC. DRAWN APPR. SUPPORT SERVICES SINGLE PHASE SINGLE PHASE LOW STYLE LOW STYLE POWER LIGHTING TRANSFORMER TRANSFORMER SECONDARY CONDUIT TO LIGHTING TX SECONDARY CUSTOMER CONDUITS 28 1/2" 28 1/2" Nol 0000 ih CONDARYYI PRIMAR?f7s j ARY 3"MAX 8 3"MAX (FRONT OF PAD) NOTES: 1) PAD M&S 162-24600-1. 2 ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL. 3 ALL CONDUIT RELATED DIMENSIONS ARE TO THEEC NTER OF THE DUCT UNLESS OTHERWISE INDICATED: 4) MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD. WF P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: SYS DRAV/N DY: BILL DATE APPROVED: J.J. NCEVOY NO 5C SUPERVISOR. OR PROOUCT D�iE BENSON OPoC. DRAWN APPR. SUPPORT SERVICES C-46.0.0 TYPICAL INSTALLATION OF 25KV S&C VISTA C-46.0.0 ]THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS TYPICAL BUSHING POSITION ON VISTA SWITCH MODEL 422 SHOWN F=FEEDER L=LATERAL TANK DOWN MA 2-6' FEEDER CONDUIT 22-1/2 DEGREE SWEEP PREFERRED LOCATION SEE NOTE 16 GROUND ROD PREFERRED LOCATION PAD BOLT SEE NOTE SEE NOTE 6 TO NEUTRAL g NO #4/0 CU M✓ #112-332-000. 2-6' FEEDER CONDUIT) 22-1/2 DEGREE SWEEP INSTALL DUCT SEAL PER UN -28.0.0 BE NOTE 3 =-mmi LOOP CABLES L4 L4 L3 L3 L311 F2 F2 F2 Ft Po FEEDER FEEDER CABLES CABLES FROM F2 FROM F1 1/2-13 NO INSERT W/ LIFTING EYEBOLT (4X) 34-1/2' a BOLT DOWN NOTE 17 � - 6-2' LOOP CONGOR-''' 45 DEGREE BEND 66' SECTION A -A• FRONT VIEW OF PAD AND CHAMBER 3 ROD CABLE TERMINATIONS SWITCH SIDE F 7T T N OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A. PANTOURIS DRAWN BN. E. SCHIWNG JOY ELS WM DATE. 5/29/09 APPROVED: ARI LIMA NO SCALE F®O©L PAO/EXTENSION BOLT DOWN INSERT LOCATION (4X) SEE NOTE 17 LOOP CABLES L4 L4 L3 L3 L311 F2 F2 F2 Ft Po FEEDER FEEDER CABLES CABLES FROM F2 FROM F1 1/2-13 NO INSERT W/ LIFTING EYEBOLT (4X) 34-1/2' a BOLT DOWN NOTE 17 � - 6-2' LOOP CONGOR-''' 45 DEGREE BEND 66' SECTION A -A• FRONT VIEW OF PAD AND CHAMBER 3 ROD CABLE TERMINATIONS SWITCH SIDE F 7T T N OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A. PANTOURIS DRAWN BN. E. SCHIWNG JOY ELS WM DATE. 5/29/09 APPROVED: ARI LIMA NO SCALE C-46.0.1 TYPICAL INSTALLATION OF 26KV S&C VISTA C-46.0.1 THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS TYPICAL VISTA SWITCH MODEL 422 SHOWN TOP VIEW OPERATION SIDE TOP VIEW TERMINATION SIDE NOTE 1B- }, A --I FROM VIEW TERMINATION Ae-J SECTION A -A: FEEDER SWITCH J0V 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 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 TERMINATION SIDE S S T OPERATION SIDE NOTE 19 & 20 OFPL OH & UG DISTRIBUTION SYSTEM STANDARDS MURMUR: A. PA UMS DRAWN 6i: E SCHILLING )ATF -7/27/09 APPROVED: ARI LINA NO SCALE 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 TYPICAL BUSHING POSITION ON VISTA SWITCH MODEL 431 SHOWN F=FEEDER L=LATERAL 7-1/2' 1/2-13 NC rr2-3/4' IIS-34—i/2�—'I �INEYMT(4x)mNG _ _ 34-1/2' TANK BOLT 37 r — — — — F DOWN (4%) I I pA0/pTFNSION®T LOCATION00W INSERT 1 SEE OTE(17) 7-1/4' R 1i 4 L4 L4 F3 F3 F3 F2 F2 F2 F7 FI F7 'I 23-1/2. 3-6' FEEDER CONDUIT 22-1/2 DEGREE SWEEP PREFERRED LOCA110H F1 L L L SEE NOTE 16 --------- 7-1/ CRAMS GROUND ROD 62 1/2' E%1EN'. PREFERRED LOCATION 11 . , I,. OUTUN FEEDER FEEDER FEEIIER LOOP CABLES . CABLES CABLES CABLES FROM F3 FROM F2 FROM F1 2� SEE DOWN 79-1 NOTE SPAD 13OLT EE NOTE 17 DOWN 82• SEE NOTE 6 n g TO NEUTRAL BOND . #4/o cU M66 #112-338-000 GS Se3'• _ 3-2' LOOP CONDUIT 45 DEGREE SEND 3-6' FEEDER CONOUT 22-1/2 DEGREE SW - SECTION A A• FRONT VIEW DF PAD IN57ALL DUCE SEAL PER AND CHAMBER UN -29.0.0 CABLE TERMINATIONS SWITCH SIDE F p L SEE NOTE 3 GROUND ROD PREFERRED 1 I I LOCATION OH & UG DISTRIBUTION SYSTEM STANDAR DS ORIGINATOR DRAWN BY: E. SCHILLING NEW PAGE OF C-46 JGV EIS WM DAM.3/16/2012 APPROVED• WILLIAM MONZON No SCALE om n.1 APPR. LEAD SUPERVISOR, UG SERVICES 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 SEE NOTE 6-,.` 55-1/4 SECTION B—B: SIDE VIEW OF CHS SWITCH ENCLOSURE SIDE VIEW (4)1/2" SS BOLT ANCHOR do WASHER KE ByRACKET BY ENCLOSURE L GASKET 1.5" MIN. \ Iii POLYMER—CONCRETE v PAD ENCLOSURE ANCHOR DETAIL CHANGE C-46.0.1 TO C-46.0.3 JG'/DATE REVISION ORIG CIF PL OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A PA14TOURIS . DRAWN BY: E. SCHIUJNG TATE: 7/27/09 APPROVED: ARI UMA NO SCALE C-46.0.4 TYPICAL INSTALLATION OF 25KV S&C VISTA THREE I C-46.0.4 PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW MATERIAL LIST REM DESCRIPTION QUANTITY M&S NUMBER WMS CU VISTA 422 (4 'WAYS', 2 -THREE PHASE FEEDER GANG SWITCHES AND TWO -THREE PHASE, INDIVIDUALLY PROTECTED LOAD TAPS, WITH A STAINLESS STEEL ENCLOSURE 1 279-209-050 SW -VISTA -422 -PAD 1 VISTA 431 (4 'WAYS', 3 -THREE PHASE FEEDER GANG SWITCHES AND ONE -THREE PHASE, INDIVIDUALLY 'PROTECTED LOAD TAPS, WITH A STAINLESS STEEL ENCLOSURE 279-211-050 SW -VISTA -431 -PAD 2 PAD AND CHAMBER FOR PM OF VISTA SWITCH (77'X 79'X 40" DEEP) 1 162-690-790 PD-SW-W/CC-VISTA 3 600 AMP T -BODY ELBOWS t25KJV VARIES 163-639-007 TM -PDF -600-1K 4 200 AMP BUSHINGS 26KV) VARIES 163-864-001 SW-PD-BSH 5 200 AMP LOADBREAK ELBOWS 26KV VARIES 163=502-001 TMPDF=1 0 8 PROTECTIVE CAP 15KV ONLY) VARIES 163-022-000 TM -PDF -GC 7 ELBOW SURGE ARRESTERS 25KV ONLY) VARIES 334-015-005 TM -PDF -LA 8 GROUND ROD CONNECTOR, CLAMP TYPE 1 120-036-106 DG -CLP -5/8 9 GROUND RODS, AS NEEDED VARIES 13D-614-005 DG-PKG-S 8 10 GROUND ROD COUPLINGS VARIES 130-405-104 DG -C-5/8 11 14 COPPER WIRE, SDB 6 112-309-ODO 12 4/0 CU CABLE, BOOV 27 110-101-169 SW -PMD -GC 13 #4/0 CABLE CONNECTORS 6 120-871-005 My - 1) 14 COPPER TO COPPER BOLTED CONNECTORS 22 102-800-002 15 STANDARD LOCKS 2 546-246-011 SW -PMD -LOCK 16 CABLE MOUNT= BRACKET STAINLESS 12 160-310-000 SW-VISTA-MT-HDW 17 BOLTS, SS, 1/27 1-1/2' FOR CABLE BRACKET 140-515-557 18 SPRING, NUTS, SS FOR 1/2- BOLT FOR CABLE BRACKET 161-463-000 9 LOCK WASHER 1/2", FOR CABLE BRACKET 145-294-010 20 800 AMP FAULT INDICATOR VARIES 163-297-009 P-CL-FCI-800 21 ROTATABLE FEEDTHRU DEVICE, 20OAMP, 25KV 6 163-250-002 SW -VISTA -422 -PAD 3 163-250-002 SW -VISTA -431 -PAD MUST BE PRE-SET BY THE ERC PRIOR TO BEING ISSUED TO THE JOB. CALL 863-4921 OR 863-4900 TO MAKE 2. THE _P_.MUN TED 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. 8. 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 MM 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 #163-645-0137). 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 S1DE 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. 1B. INSTALL 800 AMP 30 FAULT INDICATORS ON EACH SEF OF FEEDER CABLES. SEE W-14,0.0, W-14.0.1, & W-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 SNITCH (M&S #163-250-DD2) *FPL OH & UG DISTRIBUTION SYSTEM STANDARDS UPDATE NOTES 16 AND 19 ADD I .— I n I I ORIGINATOR: A PANTOUMS DRAWN BY: E SCHIWNG DATE DATE; 9/1/03 APPROVED: ARI UMA NO SCALE LEAD SUPERVISOR, UG SERVICES 2 TYPICAL INSTALLATION OF 15 OR 25 KV C-32.0.2 S & C TYPE PME DEAD FRONT C-32.0.2 THREE PHASE PAD MOUNTED SIVITCHGEAR FPL G ALTER LOCAT SEE N INSTALL DUCT SEAL PER UN -29.0.0. 600 A61P FEEDER SIDE SECTION A—A RISKED EAR. 3 HOLES CONCRETE R INSTALLATION. DIMENSIONS INCHES WEIGHT TYPE I W I D I H IN LBS. - 15 KV PME-9 75 67 50 2300 PME-11 75 73 50 2350 PATE -10 75 73 50 2400 PME-9 04 !;2 56 2900 25 KV PIE -11 64 BB 1 2 56 2950 PMh—luj 841 66 1/2 156 3000 - ADD 150 LBS. FOR STAINLESS STEEL )ING - FURNISHED CHGEAR. ..._....... ___, ..-AL ON ALL DUCTS PER UN -29.0.0. FUSE SIDE (PME-9 SHOWN) SECTION B—B F P L _ OR & UG DISTRIBUTION SYSTEM STANDARDS UPDATE DRAWING ADDED PME-10 ORIGINATOR. RW9 DRAWN W.. JRo AND CHANGED SOME TEXT RAP JES JJM ADDED ARROW TO INCLUDE DATE 6/30/9] APPROVER. RA SPIESKY TOP UMBER SEC110N (�3 RJO BAO ftJ5 NO c'eic .. DR =PC D6 GIMN MGMEERING REASON ORId UPAWN MPR, AND OPV"NS MUCES C C-32.0.3 TYPICAL INSTALLATION OF 15 OR 25KV C-32.0.3 S&C TYPE PME DEAD FRONT THREE PHASE PAD MOUNTED SWITCHGEAR NOTES: 1. WHEN 'A LIVE FRONT PAD MOUNTED SWITCH TO A DEAD FRONT PAD., RIC )UNITED SWITCH, R IS DAPTER BASE SPACER. IN ORDER TO ENSURE SMALLER STIED PAD, REE OP SDE �MDERCAEILES AND 200 AT CABLES. ELBOWS (VARIOUS M & S NUMBERS). A> bH.WN IN UH7B. 2 CABLES MIST NOT BE IN CONTACT WITH THE EDGE OF CHAMBER FOOTING. TOP VIEW SHOWS CORRECT ROUTING FOR FEEDER CABLES THAT IS NECESSARY TO PROVIDE FOR CABLE MOVEMENT. 3. Pi9MARY CABLES MUST BE ABLE TO REACH PARKING LOCATIONS. 4. ALLOW SUFFICIENT LENGTH OF CONCENTRIC NEUTRAL TO REACH GROUNDING BARS AND PERMIT FREE MOVEMENT OF ELBOWS. 5. BRASS STUDS FURNISHED WITH THE 600 ANP ELBOW KITS MUST BE INSTALLED AND TIGHTENED SECURELY (55 FT. LBS.) IN THE SOD AMP BUSHINGS. THE SHORT THREADED ENO OF THE STUD GOES INTO THE BUSHING. SEE UH -41.0.1 AND UH -41.02 FOR SOD ALP ELBOW DETAILS. 6. INSTALL 500 AMP 30 FAULT INDICATORS ON EACH SET OF FEEDER CABLES. SEE UV -14.0.0. UV -14.0.1. UV -14.0.2 7. LOOP SIDE PRIMARY CABLES (#1/CA) MUST GO THRU CABLE GUIDES TO AVOID CONFUCT WITH FUSE DOOR WHEN IT S ROTATED TO OPEN. S. CABLE SPOOLS (2 1/27) SHOULD BE USED ON THE FEEDER CABLE TO CORRECTLY POSITION THE CABLES FOR EASIER ___ _......___ _.. __ — ___ .I...---_ . opo •uo ... ully w ENGAGE 7HE THREADS. TINE SP0015 ARE 70 BE BOLTED TO THE BOTTOM FLANGE OF THE SWITCH COMPARTMENT WALL WITH 3/8' X 1 1/2" BOLTS THERE EXISTING HOLES PROVIDED BY THE SWITCH MMUFACNRER• 9. MACE CERTAIN OF CABLE LOCATIONS BEFORE DRIVING GROUND RODS. WHEN INSTALLING GROUND RODS IN ALTERNATE COVECRED.� ExjSTNG 3%4' HOLES SHOULD T BOTH WE TOP BETHE 1USED IF AT LEASTJIG 3' BELOW GRADE. 3' BELOW GRADE AND ARE 10. APPLY CAULKING COMPOUND 10 SEUL BETWEEN PAD MOUNTED SWITCH AND PAD CHAMBER. 11. 600 UNUSED FUSE AMP ����POSITIONS SM� RHANE S #163-64500-7).BUSHINGS ME�E CAPS INSTAMEG. UNUSED FEEDER POSITIONS MUST HAVE 12. AFTER THE PAOMOUNTEG SWITCH IS INSTATED. THE UFTING BRACKM MUST BE REMOVED AND STORED INSIDE THE CABINET OR TURNED DOWN SO THAT THEY DO NOT PROTRUDE ABOVE THE TOP OF THE CANRET. 13. CESS TO THE HIGHRE TKAT.WE OLTAGE SWITCH AND/OR THE HIGH )VOLTAGE NSE COMPARTMENTS ON EACH SIDE OF THE SWITCH PER DCS Z 5.0.0. HAVING 14. SEA. DUCTS PER UN -29D.0. SUPERSEDES C-32.0.3 LAST REVISED ON 0-30-94 C#FPL OH & UG DISTRIBUTION SYSTEM STANDARDS /20/Ox UPMTE DWO. (NOTE 1) CPA XS .LN pygNATM PMG DRAWN BA RAS DAME 9/30/94 APmR . JJ. MCLVOY NO EG')E 6UPETTAWR, 0 UG PROdICT SUPPORT SEIIVCES /1S/O1 IRM1E M. (NOTES 10, T4, 12. 6 14) CFA .FS AM '09/96 AGE= TO NOTE 11 I m RAS JNN DATE REVISION I am DRAWN APPR C TYPICAL INSTALLATION OF 15 OR 25KV C-32.0.4 S&C TYPE .PME DEAD FRONT C-32.0.4 THREE PHASE PAD MOUNTED SWITCHGEAR MATERIAL UST HEM DESCRIPTION QUANTITY M&S NO. PME-9 (2 -THREE PHASE FEEDER STANDARD 270-6740D-7 M W!S ! 6 5111 N ST INLE55 9 Z70- 15KV E-11ON�S PAINAA�3 S llyESg g_ SWIR]ICEAR FU�SmE� 5 1 Aj ¢¢EFEE STANDARD 270-563-000D -1 POSITIONS STAINLESS SHED. 27G-683-050 1 PME-9 E PHASE FEEDER STANDARD 270-67x00-4 &11M FUST: F'09ROFL5 1 POMRONS AHD AIHLESS STEEL 270-6720-2 25KV .G ME -11 F3 -THREE PHASE FEIDEN STANDARD 270 -NIDD -3 SWITCHGEAR POATONS ANO 3 Fl15E POSITIONS t AINlESS STEM - 'YE -10 f4 -THREE PHASE FEEDER STANDARD 270-654-000 P�RIONs AND NO NSE POSRCNS t STAINLESS STEEL 270 -584 -DSO 2 PAD (MOP SECf10N ONLY) FOR RFPIAONC FOR 15KV t 162-12201-5 IF WITRHI OF FOR 25KV 182 -1x205 -i 3 AD & CABLE CHAMBER (TOP & BOTTOM SECT.) FDR 15V 1 162-12201-9 FOR 25KV 162-12202-7 4 DEAD FRONT TERMWATOR, 1000 KCMG. AL 125KV VARIES 163-63800-7 5 LGADBREAK BUSHING. 200 ATP IMV VARIES 163-BBIW-1 25KV 183-86400-1 ELBOW TERMINATOR. 1/0 AL VARIES 116 6 Y� - OTDO�-1 PROTECTIVE CAP 200 AMP 15KV SPoiCHES ON. VARIES 163-02x0°-0 7 F19OW SURGE ARRESTER 25KV SWITCHES ON. VARIES 334-01500-5 6 SIZE -4Z NSE HOLDERSPARRS m 531-56150-t I 631-56310-5 SES REFILL. UNITS FOR SME -47, SM -4Z&99. -4Z Ng HOLDERS 20 AAP 531-36700-5 10 AMP 531-32700-2 30 AMP 531-38800-1 15 AMP 531-32800-9 50 AMP 531-311900-8 20 AIA' 531-32900-5 65 AMP 531-39500-8 30 AAP 531-33ON-3 80 ACP 631-39501-6 40 ALP 531-33100-0 NOME: THE NSE HURLS 9 1SKV 25W TDO AMP 531-39600-4 50 AMP 531-332°0-6 6)JIE A5 .ROSE ARE MRE E SA 125 AMP 531-39000-7 65 AMP 531-33300-2 W AMP 631-40200-4 BO AMP ISM -33400-9 Mme . MATCHES 175 AMP 631-40300-1 LOU AMP 531-33500-5 200 AMP 531-39MO-6 125 AMP 531-33700-8 ISO MIP 531 600-4 175 AMP 531-33900-1 200 AMP 531-31000-9 10 WRE 14C SOB 6 112-3°8°0-0 11 ICONMECTOR. GROUND ROD, CLAMP TME i 120-0361°-6 12 COPPERWELD GROUND RODS AS REWOUND VARIES 130-61400-5 MOUND RDD COUPLINGS 130-40510-4 13 /4/°C CABLE, 600V 27 110-1DIGS-1 14 CONNECTOR W4 O COPPER CABLE 10 FLAT 5 120-67100-5 15 COPPER 70 COPPER. BOLTED PME-11 22 1oz-9OO°0-z CONNECTOR, PME-10 25 16 LOCK STANDARD PADLOCK. SMALL PM -11 6 546-24601-1 PME-10 5 17 CABLE SPOOL 2 1/2' PME-11 9 160-30600-7 PME-10 12 18 BOLT, 3/e' K 1 1/2' (FCR SPOOLS) SSAAMMSS 161-47900-2 19 NUT, 3/8' (FOR SPOOLS) A SPOOLS 161-45000-4 20 WASHER FIAT 3/6' (FOR WOOLS) A SPOOLS 145-35900-6 21 ASTER, 3/B' (FOR SPOOLS) GAME AS SPOOLS 181 -5240G -B Z? FAULT RCCATOR. 600 NIP, 3 PHASE PME-9 2 163-29700-9 PME-10 4 REPLACEMENT PHOS FOR SWITCHES C-320.4 LAST REVISED ON 9-30-94 BOB AMP BUSHINGS 15KV 274-0020D-3 �F P L 25KV 274-00700-0 20o MTP eusNNc wE3)s s.6K�v 274-1)(WO4 OH & UG DISTRIBUTION SYSTEM STANDARDS OF4OWMOit PUG DRANI Br: RAS 1 AIDED PME-10 SWRCIH CFA J6 JJM 'O9/96 ADq°ON TO OEM 12 PY0 RAS AIM DAM 9/30/94 APPROVED: J.J. MCEVW NO SCALE 6UPERVLSORPRODUCT WE REVISION ORIG BOMB APER SUPPORT DN EP C J-4.0,2 . TYPICAL INSTALLATION OF 25 KV IJ -4.0.2 S & C DEAD FRONT SWITCHGEAR AND THREE PHASE PAD -MOUNTED CAPACITOR BANK HIRES_ 1. INSTALL 92' X 92' PRECAST PAD (M & S 162-25100-5) 2. DRIVE GROUND RODS & ATTACH 02 CU GROUND TO GROUNDING LUGS. 3. INSTALL URD CAPACITOR BANK (M & S 223-38800-I) ON PAD. 4. INSTALL ROTATABLE FEED-THRU BUSHING 25KV (M L S 163-25000-2) ON EACH BUSHING. 5, INSTALL 200 AMP ELBOWS ON ROTATABLE FEED-THRU BUSHINGS. 6. INSTALL 1BKV ELBOV ARRESTERS (M & S 334-01500-5) DN ROTATABLE FEED-THRU BUSHINGS. CAPACITOR CABINET SVITCH CABINET 1N 1-4" CUNDUII MAXIMUM OF 100 FEET F P L OH & UG DISTRIBUTION SYSTEM STANDARDS URIOOUIOR: Uw DRAWN Of: J. SHOUP APPROVED: JJ. OOEWT NO YNE SUPERVISOR, ON Uc PRODU4T SUPPORT SERNDIS CALL SUNSHINE 1-800-432-4770 48HOURS BEFORE YOU DIG FOR UNDERGROUND LOCA - NOTIFY FPL REP. FOR INSPECTION OF TRENCH DEPTH & PVC INSTALLATION PRIOR TO BACKFILLING TRENCH. (CONC. / WODUV 3„ MAx FINAL GRADE FPL CONCRETE - TRANSFORMER PAD ....., 36" MIN. COVER FROM FINAL 36" MIN. GRADE TO TOP FPL 5" PVC OF CONDUIT CONDUIT IF REQUIRED: BENDS AT RISER POLE TO BE� /_-T 12" MIN. SEPARATION . ENCASED IN CONCRETE WITH ® FROM FPL CONDUIT TO 4-80LB. BAGS OF SAKRETE. FOREIGN UTILITY WITH FORM CONCRETE ADJACENT WELL TAMPED EARTH TO POLE AND AT SURFACE. USE 50 BEND SEGMENT TO FOREIGN UTILITY jPASS UNDER OR OBSTRUCTION OBSTRUCTION IF REQUIRED. 12" MIN. SEPARATION OF WELL TAMPED EARTH FPL CONDUIT CROSSING UNDER'A FOREIGN UTILITY NOTES: • BACK -FILL WITHIN 4" OF THE CONDUIT TO BE FREE OF MATERIAL THAT MAY DAMAGE CONDUIT SYSTEM (BOARDS, ROCKS LARGER THAN T' 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) • INSTALL A CONTINUOUS LENGTH OF PULL STRING IN ALL CONDUIT RUNS. TERIAL LIST 5" PVC SCH 40 CONDUIT 20' LENGTH (BELLED END) 164-33800-1 900 BEND 36" RADIUS 164-25250-5 900 BEND 48" RADIUS 164-25200-9 450 BEND 48" RADIUS 5 BEND SEGMENT 16456100-8 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 590-61601-5 90° BEND - 36" RADIUS GRADE ELECTRONIC MAX. MARKER A- AS REO =IV REND PLUG DUCT END MARKING (IF REQUIRED) Z w 12" MINIMUM HORIZONTAL O SEPARATION ,.SIU r U yFOREIGN FPL 1 UTILITY i CONDUIT INSTALLATION OF FPL CONDUIT PARALLEL WITH - OR - IN A SHARED TRENCH WITH A FOREIGN UTILITY. FPL SUPPLIED 5 PVC CONDUIT 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 LOCA - NOTIFY FPL REP. FOR INSPECTION OF TRENCH DEPTH & P.VC INSTALLATION PRIOR TO BACKFILLING TRENCH. POLE (CONC. / WOOD) 9" MAx FPL CONCRETE- (-_ i FINAL GRADE TRANSFORMER PAD 36" MIN. COVER 2-450 BEND: FROM FINAL 36" RADIUS 36" MIN- GRADE TO TOP FPL 2" PVC 1 OF CONDUIT CONDUIT IF REQUIRED: BENDS AT RISER POLE TO BE -T� ENCASED IN CONCRETE WITH 12" MIN. SEPARATION 4-80LB. BAGS OF SAKRETE. FROM FPL CONDUIT TO FORM CONCRETE ADJACENT FOREIGN UTILITY WITH TO POLE AND AT SURFACE. WELL TAMPED EARTH /FLEX PIPE TO PASS UNDER FOREIGN UTILITY / OBSTRUCTION IF REQUIRED. OR OBSTRUCTION 12" MIN. SEPARATION OF WELL TAMPED EARTH FPL CONDUIT CROSSING UNDER A FOREIGN UTILITY NOTES: • BACK -FILL WITHIN 4" OF THE CONDUITTO BE FREE OF MATERIAL THAT MAY DAMAGE CONDUIT SYSTEM (BOARDS, ROCKS LARGER THAN V IN DIAMETER, DEBRIS; ETC.) • . IF COMPACTION OF TRENCH ROUTE IS REQUIRED FOR PAVING, ETC. BEGIN MACHINE COMPACTION 6" MINIMUM ABOVE CONDUIT. • WHERE 36" OF COVER CANNOT BE MAINTAINED, 30" OF COVER WILL BE ALLOWED WITH 3" OF CONCRETE ENCASEMENT AROUND THE CONDUIT. (N.E.S.C. RULE FOR PRIMARY VOLTAGES) • INSTALL A CONTINUOUS LENGTH OF PULL STRING. IN ALL CONDUIT RUNS. MATERIAL LIST 2" PVC SCH 40 CONDUIT 20' LENGTH (BELLED END) 164-33100-6 900 BEND 24" RADIUS 16423800-6 450 BEND 36" RADIUS 164-23945-2 450 BEND 24" RADIUS 164-23*900-2 STRAIGHT COUPLING 164-47000-6 REPAIR SLEEVE 4" LONG 164-47520-2 END PLUG 16454800-5 ELECTRONIC MARKER 590-61601-5 FPL GRADE /////////////%i ON// ELECTRONIC 2-u MARKER AS REQUIRED SEND PLUG DUCT END MARKING (IF REQUIRED) 12" MINIMUM -HORIZONTAL tOi SEPARATION i "q, FOREIGN UTILITY INSTALLATION OF FPL CONDUIT PARALLEL WITH - OR - IN A SHARED TRENCH WITH A FOREIGN UTILITY. FPL SUPPLIED 2" PVC CONDUIT TYPICAL CUSTOMER INSTALLATION DETAILS (PORTIONS OF UN -6, UN -15, CONC.& PAD DETAILS) UN -18.0.0 UN -18.0.0 FEEDER SPLICE BOX FOR SEE NATURAL B" ID PVC / END BELLS / ALTERNATE METHOD OF CONSTRUCTION 4= 3 STEP RACK WITH 8" AND 2-4" INSULATORS 10 FOR ALTERNATE LOC i LIDS 6" ID PVC END BELLS I��TYPE I GROUNDING STEP INSTALL COPPERWELD GROUND ROD SEE G-17.0.0 FOR GROUNDING SPLICES. TYPICAL WALL SECTION I� 6 TOP VIEW 162-241-000 162-242-203 END VIEW TYPICAL FEEDER SPLICE BOX BOX FEEDER SPLICE & LIDS COMES WITH SPECIAL BRUSHED FEEDER SPUCE BOX. TO SIDE VIEW IN NON ACCESSIBLE AREAS, NOT TO BE G LOTS OR DRIVEWAYS. NOTES,. 1. LEAVE SUFFICIENT EXPOSED GROUND ROD TO INSTALL G EACH g4/0-02 CONNECTORS M&S #120-115-005.. 2. GROUND ALL SPLICES PER DISTRIBUTION STANDARD G-17.0.0. 3. GROUND CABLE RACKS. 4 EACH OF 4/0 TO MAKE CONNECTION TOFOR ALT. GROUNDTAEGROUND ROD LOCATION. ROD LOCATION- RESEAL I' DA HOOLLEGWITHHNq�ECNLNECIIONS INSIDE THE BOX RUN 5. DISTRIBUTION SPLICE BOX AND LIDS ARE DESIGNED FOR H-20 VEHICLE LOADING. (FULL TRAFFIC LOADING) 6. WOGHT OF SAUCE BOX (W/O TNS) =5700 LBS. DIMENSIONS ARE 10' X 5' X 41- DEEP 7. WEIGHT OF EACH UD -1400 LBS. IWO UDS REQUIRED. M & S ii FOR LID ONLY 162-240-011. B. URD FEEDER CABLE SPLICES MUST BE BONDED TO DRIVEN GROUNDS. 9. R6ER TO UE -19.1.1 & UE -19.1.2 FOR SPLICE ASSEMBLY. A WATER TIGER SEAL MUST BE MME WHERE INSULATED 10. CONDUCTORS CONNECT TO SYSTEM NEUTRAL SEE C-17.0.0 11. THE MAXIMUM PERMISSIBLE IMPEOENCE TO SYSTEM NEUTRAL FOR A DRIVEN GROUND IS 25 OHMS. 12. AS SHOWN ABOVE, THE PVC FLAY 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. IFFEEDER SPCOE: BOX EIS T THE NiWaiD IN A SIDEWALK A SEPERATION WILL BE NEEDED aj I P L 1 0 15. REFER TO UX -27301 OH & UG DISTRIBUTION SYSTEM STANDARDS N ORIGINATOR: RAP DRAWN By. J. SHOUP APPROVED: J. MCEVCY NO SCALE SV SUPPORT SSEER/VICES ROOUCT UX -108 I CONCRETE_FOUNDATION UX -108 URD_CAPACITOR_BANK rB• T 1'-3• ta- 4• ------ V Qua m l 1 1/2 a..nmi •�_�•. 5" TO 6" /4 RE-BAR(TYP.) S , door, DATE I REVISION bT xANVFACItR�F115 DFII11xGlICN. YEAR IIN4TM1I 5 fPL M 4 s 11xa tsz-uLoo-s 1.T P SURFACE SHALL BE A SMOOTH PLANE THE MAX ALLOWABLE VARIATION IN HEIGHT BETWEEN ANY TWO P0114TS ON THIS SURFACE IS 0.125•. 2 5000 PSI TEST CONCRETE. 3. MANUFACTURERS IDENRFlCATION, YEAR OF MANU- FACTURE & FPL CO. M&S NO. 162-25100-5 TO BE CAST IN TOP SURFACE OF PAD NEAR CENTER ( RE- OUIRm WHEN PRECAST). 4. SUPERIOR 7HREADEO INSERT, 5/8• WITH PWC. ELECTRO-GALVANREO, 4 REQUIRED. 5 -REINFORCING RODS TO BE WELTED AT All INTERSECTIONS WEIGHT 3230 LB CU. FT.. 26.9 CU. YDS. I MAX LOAD 200D Le REINFORCED STEEL 54074 14X7'-4" 54055 3X 54010 4X1' -0•I' -O` 4:z OF P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR:BOB BENN DRAWN BY:D.OKONEWSXI NO SCALE r. CONCRETE FOUNDATION FOR S&C 30 PADMOUNTED• SWITCH 3 1I4GERT5 km)', (SEE UOTE-3 DETAIL -A) PIAN VIEa MaaR 151 aW Rho• is I F-2� �1'CH/.MFGR SECTION "A'A' SECTION"0.0" DATE, N F.P.L. M UX -113 1G2-214 WEjq - 2745 I.S. ,p(2) CU.FT. - 18.3 CU. YD. - 0,41S 1245 - KILOGRAMS 519 - LITERS 0.519 - CV. METERS — DETAIL -A y ,ep aunacs m oa aovam sno relei.'surraca urspulerltlsF are not eccoptehla. 2, 4 1 4 No.4 ieldad fire 0ean RainfarClu0 to atop 2" from Side$ and opening of Foundation. 3. Superior lhraided Inerts, 1/2" wlth P)u2, Elaclr0.celr.,4 Riquind.(Sea 118411 A) 4. 94 Relnlotclu, Rad as shown. 5. 4000 Lb. Test Concrete.. S. For uas with S L C Switch'$• II A S Nos. 210-053,170-05},210.055 5 370.800. 7. Yanufeturera Idetllladlon, year of Nenufaclurs, end FPL Co. Y 0 5 Number to ha cast In top um fen of ped near center of ped. Thla ruquind she pec UN STANDARDS UNDERGROUND DIgTRIBUTION.BYBTEM FLORIDA POWER & LIGHT COMPANY I DATE I2=z5-71 two SCALE UX -202.0.0 PRECAST HANDHOLE (32" X 50" X 36") UX -202.0.0 DRIVEWAY LOADING DESIGN M&S 162-12289-2 1 2 43' TRANSVERSE SECTION REINFORCEMENT SCHEDULE MARK Z& LENGTH .2 301 NO.3 2'-6' 14 302 NO.3 1'-5" 2 401 NO.4 S-2" 6 40 NO.4 5'-0" 8 -I/4" RO EACH END 61" 5-1/2' lip /2' NOTCH DETAIL DETNL STRAIGHT STRAIGHT STRAIGHT 11-1 38" I LONGITUDINAL SECTION NOTES CONCRETE COMPRESSIVE STRENGTH 5000 PSI WHINFORCEMENT ASTM A-615 EELL LOADING 16,000 LBS. (GRADE 60) OF P L APPROXIMATE WEIGHT - 2,663 Les. OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGWATOR: SMS DRAWN BY: SILL /10/96 REPLACE OLD BORDER SMS BILL SMS DATE APPROVED: JJ. MCEVUY NO SCALE SUPERVISOR, OH UG PRODUCT DATE REVISION ORIC. DRAWN APPR SUPPORT SERVICES PROTECTIVE BARRIER AND PLANTING UN -21.0.0 CLEARANCES FOR PAD MOUNT I UN -21.0.0 TRANSFORMERS AND SWITCHES Of ¢z 3-0 > MAX. ?a L a o 9"MIN. FIXED BARRIER TX. OR SWITCH PAD / ALL FRONT BARRIERS REMOVABLE .CONCRETE PAD TX. OR SWITCH INSTALL ADDITIONAL REMOVABLE BARRIER BARRIERS AS REQUIRED DRILL 1/2" THRU PLAN HOLE FOR LIFTING 4" STD. G.I. PIPE WITH THREADED G.I. CAP. (THREADS MAY BE SPRAYED WITH MAI #504-14450-4.)MATCH PAINT PIPE TO MATCH 3'-6" 1,/ TRANSFORMER3'-6" MIN. 5" STD. G.I. PIPE SLEEVE SLOPE CONCRETE FOR WATER SHED `\ MACH. BOLT 3/4" X 8" GALVANIZED WELL TAMPED EARTH REMOVABLE BARRIER SECTION CONCRETE 3' MIN. SEE NOTE 1 PAD TX. OR i SWITCH 3' MIN. RONT 3' MIN ~•1 ;-� 3' MIN LB' MIS OPENING FOR HOT STICK PLAN OPERATION UPDATE DRAWING (NOTES) UPDATE DRAWING (NOTES) ORIGINAL DRAWING REVISION 2•-D„ ALL REAR BARRIERS FIXED ,CONCRETE PAD TX. OR SWITCH ,FILL 4" STD. G.I. PIPE WITH CONCRETE. LEAVE CROWN OF CONCRETE. .PAINT PIPE TO MATCH TRANSFORMER SLOPE CONCRETE FOR / WATER SHED WELL TAMPED EARTH 16" FIXED BARRIER NOTE 1 - PADMOUNTED SWITCHES REQUIRE 8' MIN. CLEARANCE FRONT AND REAR. 2. "ELECTRIC EQUIPMENT -KEEP OUT" DECAL THAT SHOWS THE MINIMUM SEPARATION DISTANCES FOR BUSHES FROM TRANSFORMERS IS M & S #548-56010-4. FPL IL OH & UG DISTRIBUTION SYSTEM STANDARDS r RAP I JES JJ)4 ORIGINATOR: CUM DRAWN BY: PIH RAP JES JJM CJM PMG RJS DATE' 9/30/94 APPROVED' R,l. SALESKY NO SCALE DIRECTOR, DISRORUDON ENGINEERING ORIG. 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