The URL can be used to link to this page

Applicant-Installed Facilities Agreement for Underground Conversions (WR #3085431) Oi - 19 / Ol APPLICANT-INSTALLED FACILITIES AGREEMENT FOR UNDERGROUND • CONVERSIONS(WR#3085431). This Agreement, made and entered into this , , day of M A-fc t4 , 20, Qo by and between CITY OF MIAMI BEACH (the"Applicant"),a Florida municipal corporation or county with an address of 1700 Convention Center Dr., Miami Beach, FL 33139 and FLORIDA POWER & LIGHT COMPANY ("FPL"), a Florida corporation organized under the laws of the State of Florida, with an address of P.O. Box 14000, 700 Universe Boulevard, Juno Beach, FL 33408-0429. WITNESSETH: WHEREAS, the Applicant has executed the appropriate underground facilities conversion agreement ("Conversion Agreement") with FPL to convert certain overhead electric distribution facilities (collectively the "Existing Overhead Facilities") to underground distribution facilities (collectively the "Underground Facilities"), as described in the aforementioned Conversion Agreement(hereinafter the"Conversion"); WHEREAS, the Applicant desires to perform itself, or through its Contractors, certain Work as such term is described in Exhibit A associated with the Conversion; WHEREAS, FPL is willing, subject to all the terms and conditions set forth below in this Agreement,to allow the Applicant to perform the Work based on Applicant's assurance that such Work will be in accordance with FPL's designs, instructions, standards and specifications, and such Work will not adversely impact FPL or its electric customers; NOW, THEREFORE, in recognition of the foregoing premises, and in consideration of the covenants and promises set forth herein below, FPL and Applicant do hereby agree as follows: 1. Compliance with Tariff. Applicant shall comply with and abide by the requirements,terms, and conditions of this Agreement, the Conversion Agreement, and FPL's electric tariff(the "Tariff'). 2. Conditions for Work to be Performed. Applicant shall, at its own cost and expense, perform or cause to be performed, all Work, as described in Exhibit A, in accordance with the terms and conditions of this Agreement and the standards and specifications shown in Exhibit B. The Applicant shall provide all survey and staking to ensure that all Underground Facilities are installed as shown in the Conversion Agreement and provide As-Built prints to FPL within two (2) weeks of installation, signed and certified by a Florida registered surveyor along with a FPL"Redline"document. 3. Commencement of Work. Applicant shall perform the Work, or any portion of the Work, only upon receipt of a notice to proceed containing the approved drawings, specifications and instructions from FPL ("Notice to Proceed"). After receipt of the Notice to Proceed, Page 1 of 7 (Rev. 10/23/06) Applicant shall provide written notice of intent to commence work to FPL at least five (5) days prior to commencement of such Work. Applicant shall not perform any excavation work without first notifying Sunshine State One Call for identification and marking of existing underground utilities and complying with the excavation requirements set forth in Florida Statute Chapter 556. 4. Materials. All Materials are to be supplied by FPL and shall be picked up by Applicant at the following address at a mutually agreed upon time, typically with 5 business days minimum notice, but no more than 15 business days notice, unless mutually agreed upon. Alternatively, FPL will, at Applicant's expense, have the material delivered to a mutually agreed upon location. Applicant assumes liability for any materials lost, stolen or damaged once these materials are picked up by,or delivered to,the Applicant. 5. Contractors. Applicant may enter into a contract with a contractor for the performance of the Work, or any portion thereof, provided that the contractor has been approved by FPL in writing prior to execution of such contract. Applicant shall not make any substitution of any contractor for the performance of Work unless the substitution is approved by FPL in writing. The Applicant's contractor(s) shall perform ALL work as outlined within Exhibit A & Exhibit B. No contract or purchase order between Applicant and its contractor(s) shall bind or purport to bind FPL, but each contractor entering into a contract with Applicant with respect to the Work shall name FPL as an intended third-party beneficiary and include a provision permitting its assignment to FPL upon FPL's written request, following default by Applicant or termination or expiration of this Agreement. Applicant shall provide FPL with written certification from each of its contractors performing Work that all warranties, guarantees and obligations of such contractors are equivalent or better than those granted by such contractor to FPL for similar work and shall require that each such contractor name FPL as an intended third party beneficiary of such warranties, guarantees and obligations with the same rights of enforcement as Applicant. Applicant shall assign all representations, warranties, guaranties, and obligations of all contractors at the request and direction of FPL, and without recourse to Applicant, to FPL upon default by Applicant or termination or I 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. 7.1. All Work shall be properly inspected and tested, if appropriate, by Applicant and shall at all times be subject to additional inspection by FPL and its designee(s). Page 2 of 7 (Rev. 10/23/06) • 7.2. Neither the failure to make such inspection, nor the failure to discover defective workmanship, materials, or equipment, nor approval of or payment to Applicant for such Work shall prejudice the rights of FPL thereafter to correct or reject the same. 7.3. Applicant shall correct any deficiencies found with the Work, including but not limited to discrepancies that are inconsistent with FPL's design, instructions, standards or specifications within two (2) business days. If Applicant does not • adequately rectify the identified deficiencies in the required 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. "To the extent allowed under Florida law and including,without limitation, subject to the provisions of Section 768.28, Florida Statues, as applicable,"Applicant shall protect, defend, indemnify and hold FPL free and unharmed from and against any liabilities whatsoever resulting from or in connection with this Agreement, the Conversion or in connection with the performance of the Work by the Applicant,its employees, Contractors or Contractor employees,whether or not such liabilities are due'to or caused in whole or in part by negligence of FPL; including but not limited to payment disputes between Applicant and its contractor, and/or payment disputes with subcontractors, suppliers or other potential vendors that may file liens that arise out of the Work. However, the provisions of Section 768.28, Florida Page 3 of 7 (Rev.10/23/06) Statutes shall not be applicable to any Contractor retained by the Applicant to perform the Work. 8.2. Applicant shall assume full responsibility for all damages and all restoration arising in connection with the Work. 9. 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 deemed unsatisfactory by FPL to obtain the results required by this Agreement. 12.2. The methods by which Applicant performs its Work are entirely the responsibility of Applicant. FPL's right to suspend Work is intended solely to verify that the Work being performed by Applicant and its Contractor conforms to the design, • instruction, standards and specifications and shall not obligate FPL to review the efficiency, adequacy or safety of Applicant's or its Contractors methods or means of operation or construction. 12.3. Any additional costs incurred by Applicant resulting from such suspension shall be borne solely by Applicant. 12.4. If Applicant immediately corrects the unsatisfactory condition FPL shall authorize resumption of the Work. Applicant's failure to immediately effect correction of the unsatisfactory conditions shall be cause for termination of this Agreement. 13. Termination for Cause: 13.1. FPL may, upon Notice to Applicant, and without prejudice to any remedy available to FPL under law, in equity or under this Agreement,terminate the whole or any part of this Agreement for cause and take possession of the Work without termination charge, penalty or obligation in the event Applicant fails to perform a Page 4 of 7 (Rev.10/23/06) material obligation under this Agreement and fails to cure such material obligation default within a reasonable period of time, but in no event more than ten (10) business days, after Notice from FPL specifying the nature of such default (any ► such termination referred to as a"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 rework costs, incurred by FPL as a result of FPL's termination of the contract for { cause. • 13.4. In the event of Termination for Cause, FPL shall have no liability to Applicant for costs incurred by Applicant as a result of such termination. 14. Termination Prior to Construction. Applicant may terminate this Agreement at any time prior to the start of construction. If Applicant elects to still complete the Conversion, then the Contribution-In-Aid-of-Construction (CIAC) amount provided in the Conversion Agreement shall be revised accordingly. The revised Conversion Agreement must be executed and any additional CIAC due received by FPL prior to the start of construction. 15. Assignment. This Agreement is not assignable. Page 5 of 7 (Rev. 10t23/06) 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 teen "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 (Rev. 10/23/06) IN WITNESS WHEREOF, FPL and Applicant have executed this Agreement for the provision of Applicant-Installed facilities to be effective as of the date first above written. For CITY OF MIAMI BEAC By: / C)>K. (sgna i Name: /(p�,��, type i Title: / a� j (print or type) valeaulkiiiiit / , B 114 J • ,fieretligi t i l l s i:Z.....' fi ♦ sia1• e)_ 0 i' ,-:.--•—• la. ----‘3-. - 4 t• ' 6bffaleb- %FL- '9''a"ne, . 1COR�' DRAT �: (print or type) ' 1 11. _ ,v�r7 C L L: .'<`\ . s (print or type) •; Approved as to Terms and Conditi: i (signature/title) I Kpproved as to Form and Legal Sufficiency: 4121 .l�� 4 -24/Y-- 1 (si:.. e/title) . c '471 i it/1 tg• i ..Y For FLORIDA POWER& LIGHT COMPANY j By: rj2"--2^-- 1 y (signature) Name: i 14 Oa; (print or type) Title: GM (,era-f Mai, 4e&tan C,e (print or type) • Page 7 of 7 (Rev.10/23/06) • Exhibit A . r WR# 3085431 Work to be Performed: Applicant shall: • Install all conduit and concrete products based on the attached specifications and in the locations as indicated on the attached drawings. c I Exhibit B • I WR# 3085431 Standards and Specifications • . . i . I • • 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 I 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 I j FPL construction drawings. The surveyor will legibly mark,with a red pencil, on both the profile and plan view of FPL's construction drawings, all corrections,additions,and deletions while at The job site. These . drawings are to remain on the job site at all times for inspection by the FPL Company Representative. Construction drawings are to be updated by the surveyor, while at the job site, each time any AS-BUILT survey information is obtained. The surveyor is also to record all AS-BUILT information In a FIELD �. BOOK. This FIELD BOOK is to include the company name,crewnnembers and the date, each time AS- r BUILT information is obtained. r L The AS-BUILT information required is as follows: • 1. All facilities are to be stationed to a baseline or reference line that is identifiable as a land,line or right- of-way line. This base line or reference line must be related to the area of the job site and be capable of being transposed onto FPL's construction drawings, If the construction drawing includes a baseline or reference line,the AS-BUILT information is to be referenced to this line. 2 All elevations will refer to the datum plane of"mean sea level'as defined by various bench marks of the United States Geological Survey or Coast and Geodetic Survey.They are to be taken along the top of the duct bank, with no offsets, and at existing grade, all at 50 foot maximum intervals. Additional elevations and grade shots are required when there is a change of elevation 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 (l 1 outside wall and directly along the length of the duct bank with no offsets. !.- 4, When other utilities are uncovered, (water, gas, sewers,telephone, CAN, etc.)their size and type are to be determined, their location referenced to the baseline, and their elevation noted. An elevation will be taken on the duct bank directly above or below the other utility and at existing grade. 5. A duplicate set of construction prints,marked In red pencil, is also required. This duplicate set may be marked from FIELD BOOK information by the surveyor's office. f� Note: The construction contractfagreement will not be considered complete until all of the following are presented to,and approved by,the FPL Company Representative. a) Signed and sealed copies of the AS-BUILT survey FIELD BOOK. b) The set of FPL construction drawings marked in red by the surveyor In the field. c) The duplicate marked set of construction prints. • I J D-15.0.2 STAKING INFORMATION D---15.0.2 (EXHIBIT "A") 1 � I S`F t COLOR CRAYONS. PAINTS..AND PLASTIC RIBBONS MAY SE USED FOR ICENTIEYINO SCA1 ES.THE FOLLOWING kP.WA COLORS HAVE SEEN ADOPTED STATEWIDE AS STANDARD! - WHITE PROPOSED EXCAVATR - PINK TEMPORARY SURVEY MARKINGS 1 = - RED ELECTRIC PQwER UNES. CABLES. CONDUIT AND LIGHTING CABLES YELOW GAS. OIL Ste. PETROLEUM OR GASEOUS MATERIA{,S - ORANGE COWSAUNICATION. ALARM OR SIGNAL UNES. CABLES OR CONDUIT - SLUE PORTABLE WATER - -- PURPLE RECLAIMED WATER) IRRIGATION AND SLURRY DINES - GREEN • SOAR R AND DUN UNES ALL COLOR STAKES USED S't FLORIDA POWER&LIGHT COMPANY (EXISTING FACILITIES) WILL BE RED AS DESIGNATED SY ANSI STANDARD 253.1. ISS—NOS Viva) RED #1 1. THIS COLOR Is AVAILABLE AS SPRAY PAINT UNDER M&S #504--17100-5. WI-TITE PER A.P.W.A. WILL BE USED TO MARE' PROPOSeD FPL FACILITIES. CRAYONS AND PLASTIC RIBBONS USED FOR STAKING FP&L FACILITIES SHOuLD APPROXIMATE THESE COLORS. • :;. P OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGUaTOR: Poo oRAW`I ear: RA$ 9/04/01 UPDATE DRAWING TITt£AND TUT CPU .IES C 8f09W96 cHANa PAGE MUTAT riramin DATE:8/09/S6 APPROVED: .J.d. mCEVOY NO SCALE 5LTPERVISOR.OWOO.PRODUCT NO. DATIti RE111S101 "La' SUPPORT SEfRVIICS$ ! D-15.0.4 STAKING INFORMATION D-15.0.4 BALISFORUER PAO..HANDKOLE k.,4ARKER;$TAKING 1. TRANSFORMERS, PADS AND MARKERS ARE MOST OFTEN POS1'IIONED 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-ESTABUSH 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. • I PARTICULARLY FOR TRANSFORMER P ADS, BUT OFFSET REFERENCE STAKES MAY BE NEEDED AT TIMES IF TREES OR OTHER QSSTRUCTIONS PREVENT THE USE or FACE STAKES. ADDITIONAL STAKES SUCH AS CORNER STAKES MAY SE USED TO SUIT LOCAL CONDITIONS, 2. WHERE GRADE STAKES ARE i EOWIRED, INSTALL AFTER TRENCHING AT PAD OR HANCHOLE. D 1 tRANS EL. P1ItD. HANDHOLE. flagg,,L.& MANHOLE_ AKINS i. THE FOLLOWING TABLE GAS THE DIMENSIONS OF THE CONCRETE 'TRANSFORMER PADS TO AID IN ACCURATE STAKING. 1 PAD TYPE I L APPLICATION UX-115 6'-S" S'-O" 30 LF' P13 W/SEC's 1 UX--116 B'-D" 5-O" 30 &20 w/O SECT."&30 OF W/SECT. • f i IMO 4'-a" rasa ALL III5 k UX-119 9.-10" 10'-6" PM}MOUNTED AUTOTRANSFORIJER . f i . UN-18 1O' 5' FEEDER SPLICE BOX I LENGTH AND WIDTH OF CONCRETE PADS FACE STAKE_ t i FACE STAKE`1 II_, RKPAI)0' 0/S EASEMENT LINE--.1/4 o' E t1' o/s 1 7 TX PAO OFFSET REFERENCE STAKES—=, 1a PAD EASEMENT LINE c FPL TRENCH S 1" I STAKE MARKED 10' c TX PAD FRONT 1 PROPOSED P S AKX,EP MARKED -. T TPAY i0 11 ��. .. MINIM S FPI. TRENCH FACE STAKE FIGURE 3 -+ FRONT LOT URD CONSTRUCTION FIGURE 4 - FRONT LOT URD CONSTRUCTION FACE STAKING $ OFFSET STAKING EASEMENT UNE•.�� I i PROPOSED,. `; FPC TRENCH•-..� "PROPOSED FP!. • r--r-� TRANSFORMER PAD" FLA45 "CORNER OR TX PAD"STAKES FIGURE 5 - FRONT'LOT URD CONSTRUCTION T erA ST na FACE STAKING CENTER LINE OF TRENCH STAKES SHOULD BE APPROXIMATELY SO' APART EXCEPT ON CURVES, WHERE 25' OR 30' SEPARATION SHOULD SE MADfl NED-ON SMAtU.RADIUS CUR THERE SHALL A UM OF 4 STAKES(PC,Fl&2 ofeINE)TO AVOID "CUTTING THE CORNER'.' DIFFERENT METHODS OF STAKING, SUCH AS A STAKE PER LOT, MAY BE USED IF LOCAL. CONDITIONS REQUIRE THEM. , •FPL . OH Sc UG DISTRIBUTION SYSTEM STANDARDS ■ ORIGINATC DRAwu B' R . ! 9/04/0T UPDATE DRAY ING (TITLE AND TEXT) QPU .IES JJa! 0 8109/96 ' GNANGE PAGE roam PRIG RA3 Arm DATE; $1+731135 A OVER; J.J.kiC£YLW No SCALE suPERutSQR, ax/u6 pRoDuCT NO. DATE MASON ORIG. DRAWR PPM SUPPORT SERVICES . • • • o ov J ati v1 :A w N ;-•1 • ° p, 0 5).‘ � b n c p, co �: al a • . o 0i a .•• , 0 coo pa�;,� g p • • w P4 g 0 8 a • g 0 Cc td o m CD P"p g a I. N .' VI ' . ° c '�' a off' o a b ° n O H. r5 �'* 00 ` CD 5 a a - • of cP. a1 5 , 4 , m S n i r 0 Cr • l[11' P. D' /cam C CD •,'d , {0A ,d °� (fW� t--,v �••. . CD . 2 hj a 0' g 2 a ° � C ° Al A• P �O � o 1 C° rw ° °, 0Cd > ' b r d n 00 CD CD 0 . g 4- ° C1) 0 p q i-0 :_1. ,4 d 0 , 1:1-` C3, 0 OD -, P. ...tq 0 a s n • 4 E b a o `° C g a. a p, 0 o �+ R, d bg. ci a, . P V a o U CR o � a a )".3 1: • ° O1 H CI) pa d � N , 00 0 I H n 0 3n o FL 0 1 w ' . o a tlx1 CD 5" oo c I CD .-t- • . • 0 .p W N ,•■, o o w '� bj �'d wn 0 a P' r i rig E co N f1R C 0 CCDD CDD 0 0 .. ..0 0 o a o � o ,� pt. o R, P p,, :g. , . 1=4. K i:Th. . pt, 0 0' 0 0 P-4 CD+ o o 0 o 0 Ina g. H w 0 0 h 5 5 S - Q+- �' �,1.4 - o `r p L P co ° I O ° • cn D o° 0 G o N o p pCD, O P a '� o ...../ ,o c a o �' tt 5'CD p �, o v n J E' ck C !s 1 g g w w E - ' o 8 0 P- 8 g °0 0 ,c4 0-. R. ,...,.. R.. 2' n w HI g 0 [Op 5- 0O l-`, p o 0 0- CD �!' p 0 Cr' a 0 9 CD C i I I 0 o b CD Q.' w N p �' 0 E. cD tz1 a g c� cD `�0. 0 —• A CD oP 0 1-i E 1 c„ , col P ,__,CD B ' a air{ g". la 1 4 cm . 0 0 4. m 0 t� p., g- o o ff, o� 0 0 2. i �-+ c N 0 2 EL tz Ti O ul 0 E Hi a P , 0 Cis • 2., 0 pi . + cn o w 0 �.cp CD cD a .0 o 0 g. . . . w E.. 0 �. ° P f cn CD • �' a a • 1 1 . j • ::: III .....I :rig . rmi "0. lig: islri '....I - . 1 • 1 • ( —h tQ =an a*c,.* -o . ,i r� 0 - '. ,•r 3� t ��. i ..,40 ,„ ,„m„.._ ..,..3 ''�' 'XM ''�sti,Kite.,.,,,. '»;' ..._ co • • Q 1(7 ✓ A ` (A t , Smell SU 0 CD c+ 0 n •r��c-", tel r>,,,,-; �j = "`ti . . o •� � o = mC (av -�m ==7.'a 71 - ( .a ,< , m 03 i v n. . c0C `.G s 0 CD 0....1(D "0 cn I 0 Ct-� 0'0 N CD A2 =m N CA Q N „0,,,,N'CD ° CO ,.= 5o 0 -< 00-4,0 '' 1 = t" 5 O Cn o m ° a 5 ° w i 7 L.,';.,.. -,.-2•4.',',:" . . •-•7702,' i 7 .. il , / .. \ ,-':i•!-_ ,/i •.\ - \_ c...::;_! \ • i Baas•.__ :_ T -j.------.--\ �1 ' ' F i-!` J 4 r -, ' `,afnY }'"".+YY�NIr c'i? ., S ; .:5 E F Lt 4 �`44 , ,fit' ;•- fy v � ;. 1 'Y ,y ��aa� -'am .i.vJt�� 411.,....,r..- • :-.1':''.:71.::•i.;;.1 ' ... :I* t .'/I : :''''''.:*1...:1! IPM=MUMMIEW . 1 - • 'dr- /..,:' \ [;.- ,r f M = 0 fly• L:..� h CD • • • . . 1 . . . . . i . • . • bdo s Mn, c, c.r. N o.L 8 Z - �.. 36"•a.. a6 m Ii o^ 'MIN. furl a E 8 a • ,* r7 �o�i 2 „'P .n 411. 1 r +,aox d = J yr. 0 Qsg�g g 4D� < ss' mo or' F if -s a= r�= t �' IJfrl' + 2• 23 n5 4 mi Q N i 1. 0 I w 4y o+• R - i "g —PRI. -a N z O '� b 36" ni . - r• i ri a= E 1hII 1 C a j re-: z n i • N N pro ±... . Li"p::MI 1 . Cn N M f 0cp 6 p• HI Z Uf N to N C �., MIN. (1),r.'7 ■ ra. 0Al Z O N � i � w z N o • \ o A) y N a t--4 I • • I I • I 1 I •FIGURE 2 I TYPICAL SERVICE IIAN'DHDLE INSTALLATION . _ CAPS ilib,,, i FINAL.GRADE A j ; ECM M&S#590-616104 1 j FUT TA()EC, TO PV c I r fill 1 I to l'' - 1 rn FNALL 5Y COLIN.ID DU ITS N O i ONE END OF HH f I arm 1111111111=1111111l i I 2"-90 DEG(24"R-I TYPE)BEND M&S 164-M800-46 • FIOURE 2A 1 48" PRIMARY SPLICE HOLE i . M&S#161-121OO4 I 4 I ., t FINAL GRADE .__.. ----- 13 .0.> V'rinimumiMINIMICIc I EM M&5 0 593616104 . i J PULLING i PULL. "' [FULL=EYE MUST j EYE S BE DIME TEE r -"( HANDROLE iiii. j . "\ / " ....... ....L.... r 45 DEG<SS"R)BEND If A S#154-233945.2 I PAD CONDUIT DET1'i. LS FIGURE 3 SINGLE PHASE LOW STYLE P DMOUNT TRANSFORMER t y�M C7 1 f � CONCRETE TRANSFORMER PAD M&S#162-- 004 1.0--- -29: Go S a SERVICE OR SECONDARY P=PRIMARY PAD CONDUIT OPENING 3" To?OP OF ALL CONDUITS . N•FINAL. tC RADE E Lei FRONT ELEVATION OF PAD FIGURE 3A ONE LOW STYLE & ONE.REGULAR STYLE TRANSFORMER 14, 8n" ol • SINGLE PHASE SINGLE PHASE LOW STYLE REGULAR STYLE POWER TX LIGHTING TX 60" SECOND RY CABLE TO LIGHTING TX CUSTOMER CONDUIT AREA • i� 281/2" 14 28 1/2" 18.5" 0 10" PRIMARY PRIMARY SECONDARY " SECONDARY 4• 9 11-0-• 6" 3"imAx • • 8„+ 3"MAX 7" •CL 3 112" • (FRONT OF PAD) • .. . FIGURE3B . SINGLE PHASE LOW STYLE TRANSFORMER k • 48" -f- SECONDARY PRIMARY 55 CONDUITS CONDUITS li-- 29" ® `1-r 008 0000 00 16"MAX 13" 99/2'• ,�„� 3"MAX , 9 . - (FRONT OF PAD) 3 FGURE3C • . . TWO LOW STYLE TRANSFORMERS ' k • 80" o'{ . e i SINGLE PHASE SINGLE PHASE LOW STYLE LOW STYLE POWER TX LIGHTING TX 60" FPL SECONDARY CABLE TO LIGHTING TX SEC/CUST.CONDUITS 4---\---281/2"----}f 281/2" ►a PRIMARY 0.0 8881f° 4 . 13" SECONDARY 4—9„_.* SECONDARY PRIMARY x: r7" .4/-8".* A 1' _ 8 00. 3"MAX 7" • CL T. (FRONT OF PAD) i MULTITAP CONNECTORS IN UN-19.0.0 HANDHOLE (30"X48"X36") UN-19.0.0 FOR CONNECTING 2 TO ,5 SERVICES AND 1/0 PRIMARY SPLICE BOX MULTITAPS ` 48„ �G' FU - A „ ��t �- - -�� ' 'D.. vG° N Iir1L1Z11;1L7�1 PLUG : � f• X11 A SECONDARY an= SERVICE d�i j � 1� r = SERVICE y =go." FUSE HOLDER, FUSE...4 d `�� & SEAL FOR STREET\III' NE �� ' ��;s� LIGHT CIRCUIT, IF ' yoT � \r, �G REQUIRED (DCS H-7.0.1) NOTE: KNOCKOUTS �0 �0 WILL ACCOMMODATE FOR EASE OF INSTALLATIONS TRAIN THE CABLES 5" PVC 2 KNOCKOUTS ABOVE GRADE, INSTALL THE MULTITAP CONNECTORS, I j EACH SIDE THEN INSTALL INSIDE HANDHOLE HANDHOLE ELEVATION CONNECTION DIAGRAM HANDHOLE USED FOR (EXPANDED) SECONDARY SERVICE NYLON SLING , /(FPL) LIFTING EYE . /, i t/ . / - iir /� f. 0 NOTE: FOR SPLICE -i/ SPLICE DETAILS SEE DCS 36" f UE-19.1.1 & UE-19.1.2 I I `f PLUG\en ' I LIFTING DETAIL j I HANDHOLE MAY BE LIFTED WITH DR WITHOUT COVER IN PLACE c JKANDHOLE ELEVATION NOTES: 1 SECONDARY CONDUIT WITH 2 TO 5 SERVICES. HANDHOLE USED AS A 1/0 PRIMARY SPLICE BOX 2. MAXIMUM 3 SPLICES. 3. PROVIDE GROUNDING FOR ANY RUN GREATER THAN 950 FT. 4, 6-PORT MULTITAP CONNECTOR M & S 163-017-502 WILL ACCOMMODATE CABLE FROM 1/0 TO 750 MOM, COPPER OR ALUMINUM. EXAMPLE: 5. WEIGHT: FOR 750 SEAL 2 PIECE LID = 82 LBS. EACH Y BODY = 190 LBS. BEST HERE 6. LIFTING: _ COVER MAY BE LIFTED WITH THE HANDHOLE LID LIFTER SH� (HOOK) TOOL M&S #593-930-021 I 7. COMPLETE HANDHOLE, INCWDES 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. "Oa 10. FOR DRIVEWAY LOADING HANDHOLE 32"X50"X36" DEEP, TAPERED INSIDE USE M&S #162-122-892. (UX-202.0,0) APPROXIMATE WEIGHT 2,663 LBS. MULTITAP CONNECTOR M&S 163-017-502 FLOOD SEAL SUPERSEDES UN-19.0.0 LAST REVISED ON 9-30-94 FPL U 5 8/16/05 UPDATE NOTES RJO ELS JJM OH Sc UG DISTRIBUTION.SYSTEM STANDARDS N 4 11/18/03 UPDATE NOTES RJO ELS _JJM 3 7/16/01 r UPDATE DRAWING (NOTES) RAP JES JJM ORIGINATOR: SMS DRAWN EY: SMS 2' 9/27/99 UPDATE DRAWING (NOTES) RAP JES JJM 1 8/09/96. ADDED EMS & NOTES 9., 10, & 11 SMS RAS JJM DATE'9/30/94 APPROVED: J.J. MCEVOY No SCALE SUPERVISOR, OH/UG PRODUCT N0. DATE REVISION ORIG. DRAWN APPR. SUPPORT SERVICES 1 1 1 . i • . . , FIGURE 4 • . 1 .#12C INSTALLATION ' •When installing conduit only(cable to be puffed later),a single#12 copper . insulated wire is to be direct buried in every trench at the same depth as the ' conduits, The ends of the wire are to be terminated above ground at.the conduit . ends as shown. This wire will allow empty plastic conduits to be located with electronic equipment. • This method is not intended for cases where conduit Is installed strictly for road crossings only. In these cases ECM markers should be used to mark the conduit ends. CAP. '''•-,.-. 1 •ot C • NYLON TIE INSULATED WIRE . all 11 M S I 15-o ao0-e • GRADE —e / • I i Inc CIDET A WHERE TO INSTALL#12C WIRE i r FLIT PRI(YES) Fur HH FLIT SEC(N 0) F ST C(YES ) /ECM • ASKEA ST ; 1•PUT SEC PUT HI-f C C''' 123 C.rNc--- PNC...�— TO NEXT TX FUT SEC(YES) ECM PRI&2 FUT SVC(NO) ECM • • DRAWING SYMBOLS • _ CUSTOMER INSTALLED CAP • • I 3 MAX. rf�%�� PAD MOUNTED SWITCH FPL INSTALLED F L POLE 3" GRADE iyimmats CUSTOMER INSTALLED ,ro 2" PVC BEND 90`, M- Ili IIME 36" RADIUS wmr CUSTOMER INSTALLED FPL INSTALLED 2" FVC BEND 45', 36" 6" CONDUIT RADIUS CAP END. TYPICAL PVC CONDUIT BEND TYPICAL CONDUIT ENTRANCES AT RISER POLE INSTALLATION TO FAD MOUNTED SWITCH SYMBOLS • CONDUCTORS -- PRIMARY EXISTING PROPOSED FPL OWNED, IN CONDUIT, WITH CONDUCTOR SIZE, METAL, —I--PNC•—+— +—PNC—+ RATED VOLTAGE INSULATION AND NEUTRAL INDICATED. CONDUCTORS — SECONDARY -- STREET LIGHT FPL OWNED, IN CONDUIT, WITH CONDUCTOR SIZE, METAL 'VOA 4/0A AND INSULATION INDICATED (HM/HD TPX SHOWN). iE! !I! --FIf-- SERVICE LATERALS THREE—WIRE SECONDARY SERVICE, FPL OWNED IN CONDUIT 3-2C RN 1/OALTPX It� —N{_----> WITH CONDUCTOR SIZE, METAL, INSULATION AND JACKET INDICATED, EMPTY CONDUIT —C— --C----C--- i .PADMOUNTED TRANSFORMERS • PADAIOUNTED TRANSFORMER, 10, WITH kVA RATING O 5 15 D S 15 (FRONT, OR TERMINAL CHAMBER, IS SMALL RECTANGLE AT RIGHT END OF SYMBOL.. PRIMARY PHASE INDICATED) TRANSFORMER STYLE SHOWN AS FOLLOWS: (RS)'— REGULAR SIZE - 42" + HIGH, (OF) — DEAD FRONT — 32 " + HIGH, (LS) — LOW STYLE — 24" 4- HIGH. STRUCTURES I ELECTRONIC CABLE MARKER AND CR SPLICE PIT (BURIED) • SERVICE HANDHOLE Q Q f • • • • APPENDIX A UN---27.0.0 .RECOMMENDED PRACTICES FOR FIELD JOINING UN--27.0.0 OF PVC CONDUIT (USING 'CLEAR SOLVENT CEMENT) AND PVC CONDUIT INSTALLATION • FIELD JOINING . i 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 BELL END OF FITTING ALL THE WAY TO THE INSIDE SHOULDER. ENSURE SNUG FIT AND TURN CONDUIT 1/4 TURN TO DISTRIBUTE CEMENT EVENLY. 5. HOLD JOINT FOR APPROXIMATELY ONE MINUTE TO ALLOW CEMENT TO BEGIN SETTING. WIPE OFF EXCESS CEMENT. (NOTE: MANUFACTURER RECOMMENDATIONS ARE TO ALLOW FOR A MINIMUM OF 10 MINUTES OF DRYING TIME PRIOR TO ANY BACKFILLING. WEATHER CONDITIONS MAY VARY THIS SETTING TIME.) • FIELD INSTALLATION 1. LAY CONDUIT RUN INTO TRENCH, DO NOT KICK, THROW OR SLAM IT IN. 2. SURROUNDING TRENCH BACKFILL MUST BE FREE OF LARGE OR SHARP ROCKS, CINDERS OR OTHER DEBRIS WHICH WILL DAMAGE CONDUITS DURING BACKFILL OPERATION OR SUBSEQUENT COMPACTION. 3. IN CORAL ROCK AREAS, IT IS RECOMMENDED THAT HAND BACKFILLING FOR THE FIRST 3 TO 6 INCHES BE PERFORMED. 4. INSTALL PLUGS OR END BELLS ON ALL VACANT DUCTS, AS REQUIRED. 5. THE FINISHED CONDUIT RUN SHALL BE RODDED IN AN APPROVED MANNER (I.E. WINCH LINE, MANDREL, ETC.) TO VERIFY CONTINUITY AND CLEANLINESS. (NOTE: NO CONDUIT RUN SHALL BE ACCEPTED AS PROPERLY INSTALLED UNLESS FREE PASSAGE 1S OBTAINED AND VERIFIED BY FPL SUPERVISION.) F P L • • OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: CM DRAWN 8Y: BO DATE:B-30-94 APPROVED: R. J.SAEsKY NO SCALE SUPERVISOR,OH UG PRODUCT NO. DATE REVISION ORIG. DRAWN APPR. SUPPORT ES • • APPENDIX B • UV•--12.0.0 IDENTIFICATION OF UNDERGROUND •UV-12:0.0 • CABLES AND VACANT. CONDUITS GENERAL All UNDERGROUND CIRCUITS SHOULD BE IDENTIFIED WHERE APPLICABLE AS FOLLOWS: TCEDER 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, OIRECT BURIED, ETC. . ALL CIRCUITS AND VACANT CONDUff5 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 & UGHT COMPANY, SHOW "DUST" 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 • 0 a 1/4" HOLESMPORTgI+iT -1/2"D. U INDELIBLE a ° 2,. WHITE MARKING PEN 2" j • a PLASTIC TAG (M&SNL549- ROUND (M&S 549-37800-8) 5010-4) M&S #549-34000-1 { USE MARKING PEN H2_h/2'H AUMINUM TAGS RECTANGULAR (M&5 X549-50100-4) (USE STEEL STENCIL) M&S #549-34100-7 . SERVICE OWNERSHIP TAGS ; PLACE INSIDE METER CAN. USE TIE WRAP TO ATTACH TAG TO CONDUCTORS. PRINT-ADDRESS USING MARKING PEN (M&S #549-50100-4)--''1/4\ T o a 1/4"/4" HOLES ' �a . , FPL OWNED CUSTOMER • OWNED 2" PLASTIC TAG 2" ADDRESS (M&S #549-37800-8) ADDRESS, 1 14--2-1/2'--. 1.---2-1/2t--1.1 UNDERGROUND DUCT & MANHOLE SYSTEMS USE ALUMINUM TAGS, AFFIXED TO CABLES WITH #12C-IVY ON ALL CIRCUITS IN UNDERGROUND SYSTEMS, SUCH AS SUBWAY VAULTS, MAN- HOLES, RISER POLES, ETC. ROUND ALUMINUM TAGS ARE FOR FEEDER NUMBER AND PHASE IDENTIFICATION. RECTANGULAR ALUMINUM TAGS ARE USED FOR ALL OTHER IDENTIFICATION PURPOSES FOR EXAMPLE, ON ISOLATED NEUTRAL CONDUCTORS OF PILC CABLES, ETC. DIRECT BURIED AND CABLE IN CONDUIT SYSTEMS i ' 'USE ALUMINUM TAGS FOR CUSTOMER I.D. AS INDICATED ABOVE FOR LOCATIONS THAT WILL BE SUBJECTED TO SUNLIGHT. USE PLASTIC TAGS FOR.URD CABLE TERMINATION TAGGING AND AT OTHER LOCATIONS SUCH AS PADMOUNTED TRANSFORMERS AND HANDHOLES. ALLOW 10 • SECONDS MINIMUM DRYING TIME TO PREVENT SMEARING. FASTEN PLASTIC TAG TO CABLE WITH 7Y-RAP (M&S #534-25000-1), EXAMPLE OF MARKING SECONDARY CABLES • SV TO 3928 � ii..N FUTURE SV S'E.-LT.' (STREET ADDRESS) ST. LT' TO N&W � �, 3800 t f• 2 LIGHTS, c1 U 0 0 •.) • TO HH HOUSE ADDRESS NUMBER TO TX TO HH TO HH ON,EACH SV INSIDE'IX. • EAST . WEST EAST WEST • MULTITAP CONNECTORS WM.:, HOUSE ADDRESS NUMBER TO METER TO M. TO JUNCTION CAN OR SAN W BOX WEST Cl H EA 0 0 JUNCTION 3988*' 3988* .. '* 0 TX BOX TORT WEST k::, • . WEST TO 2nd TO HH ARAU L " EA SUPERSEDES UV-12.0.0 LAST REVISED ON 3-15-91 PARALLEL * STREET ADDRESS y. NUMBER ON EACH F L SERVICE OH & UG DISTRIBUTION SYSTEM STANDARDS- . • . ORIGINATOR: RJO DRAWN BY: kILG • CHANGED PAGE FORMAT AND DATE:9-30-94 APPROVED: *RA.SALE.SKY NO SCALE 0 9-30-94 REVISED NOTES AND DIMENSIONS RJ0 MIL RJS •NO. DATE REVISION ()pc. DRAWN APPR. SUFSEUPPIP5� o ES ROOUCT I C--32.0.2 TYPICAL INSTALLATION OF 15 OR 25 KV C-32.0.2 S & C TYPE PME DEAD FRONT THREE PHASE PAD MOUNTED SWITCHGEAR . w 1 CY! � '' A . ' C ?1 M2 !1 2 2M2M&1 Fiti Mk I I ti rat Ilia • .........1........; GROUNDING ;111>�j��, ��lil BAR- FURNISHED ;',14.4:10111 ��lL`1 IN SWITCHGEAR. ; 1 1I 41 VIIIIIIIMI/11/a 6" v��v .. r• � f PLUG HOLES d ' o��' WITH CONCRETE FPL GND ROD © t. AFTER INSTALLATION.• ALTERNATE Y 11 41:;,. M. 36"MlN. • I.. LOCATION ® �''`� SEE NOTE 9 • ti'a • • Ih• 22 1/2' 22 1 2' / DIMENSIONS (INCHES) WEIGHT SWEEP SWEEP TYPE W 0 H IN LBS.* INSTALL DUCT SEAL PME-9 75 67 +50 2300 PER UN-29.0.0, 15 KV PME-11 75 73 50 2350 fi00 M FEEDER SIDE PM=-10 75 73 50 2400 600 A MP F tR 5 PME-9 84 82 56 2900 • SECTION A-A 25 KV PME-11 84 88 1/2 56 2950 • .PME-10 84 88 1/2.561 3000 r W * ADD 150 LBS. FOR STAINLESS STEEL. . I 'k-ii1-1?II,11 117 tiltil!1171 ' , ;COI I' �r 1Ir'' I;r If, ` GROUNDING ® � + ' i { RINGS -FURNISHED 1111 IN SKICHGEAR. 'm • ,lG�:sir t�. a,., ir: ��i� Lila tvil�n�ii�tis»fVili;r 13 ilmislammammImt/1 „v.v.. .. 11�1�1�1�1111�4„� • i iii 1 itd�-..G 1 . 2" PVC INSTALL DUCT SEAL ON ALL DUCTS PER UN-29.0.0. FUSE SIDE (PME-9 SHOWN) ' SECTION B-B �+ T L r P OH & UG DISTRIBUTION SYSTEM STANDARDS UPDATE DRAWING ADDED PME-10 ORIGINATOR: RWS DRAWN BY: JRG 2 7/21/01 AND CHANGED SOME TEXT RAP JES JJM ADDED ARROW TO INCLUDE DATE;6/30/83 APPROVED: R .SALESY NO SCALE . 1 9/30/94 TOP CHAMBER SECTION 03 RJO BAO RJS Rd. NO. DATE REVISION ORIG. DRAWN APPR. AND OPERDISTRIBUTION IONS SERVICESNG C-32.0.3 TYPICAL INSTALLATION. OF 15 OR 25IV7 C--32.0.3 S&C TYPE PME DEAD FRONT • THREE PHASE PAD MOUNTED SWITCHGEAR . D - l yam? b5 6_ r-r tt a �-- g ~ I CONCENTRIC NEUTRAL 46 �'♦y WIRES . >•, _}��. °n ltm .... - ;a: .4.. ' I SIDE VIEW ►' NOTES: SECTION C-C p 1. WHEN CHANGING OUT A LIVE FRONT PAD MOUNTED SWITCH TO A DEAD FRONT PAD MOUNTED SWITCH, IT 1S IMPORTANT TO ENSURE THAT THE REPLACEMENT DEAD FRONT SWftCH HAS THE SIX INCH ADAPTER BASE SPACER, THE NEW SWITCH MUST BE INSTALLED WITH THE SAME ORIENTATION AS THE OLD SWITCH IN ORDER TO ENSURE THAT THE ADAPTER BASE SPACER MATCHES THE NEW SWITCH CORRECTLY TO THE ORDER, SMALLER SIZED PAD, NOTE: IT IS NO LONGER REQUIRED TO CHANGE OUT THE TOP PAD PORTITION OF THE CHAMBER. USE 600 AMP REPLACEMENT ELBOWS (M & S I 163-50256-7), AS SHOWN IN DCS UH-40.0.0, FOR THE FEEDER CABLES AND 200 AMP REPAIR ELBOWS (VARIOUS M & S NUMBERS), AS SHOWN IN UH-78.0.0 FOR THE LOOP SIDE PRIMARY CABLES. 2. CABLES MUST NOT BE IN CONTACT WITH THE EDGE OF CHAMBER FOOTING. TOP VIEW SHOWS CORRECT ROUTING FOR FEEDER CABLES THAT IS NECESSARY TO PROVIDE FOR CABLE MOVEMENT. 3. PRIMARY CABLES MUST BE ABLE TO REACH PARKING LOCATIONS. 4. ALLOW SUFFICIENT LENGTH OF CONCENTRIC NEUTRAL TO REACH GROUNDING BARS AND PERMIT FREE MOVEMENT OF ELBOWS. 5. BRASS STUDS FURNISHED WITH THE 600 AMP ELBOW KITS MUST BE INSTALLED AND TIGHTENED SECURELY (55 FT. LBS.) IN THE 600 AMP BUSHINGS.THE SHORT THREADED END OF THE STUD GOES INTO THE BUSHING. SEE UH-41.0.1 AND UH--41.0.2 FOR SOD AMP ELBOW DETAILS. 6. INSTALL 800 AMP 30 FAULT INDICATORS ON EACH SET OF' FEEDER CABLES. SEE UV-14.0.0, UV-14.0.1, UV-14.0.2. 7. LOOP SIDE PRIMARY CABLES (#1/OA) MUST CO THRU CABLE GUIDES TO AVOID CONFLICT WITH FUSE DOOR WHEN IT IS ROTATED TO OPEN, 8. CABLE SPOOLS (2 1/2") SHOULD BE USED ON THE FEEDER CABLE TO CORRECTLY POSITION THE CABLES FOR EASIER INSTALLATION OF THE BOLT-ON ELBOW TERMINATORS ON TO THE 600 AMP BUSHINGS. THE 600 AMP ELBOWS MUST BE BE INSTALLED PERFECTLY STRAIGHT (VERTICALLY AND HORIZONTALLY) ONTO THE 600 AMP BUSHINGS TO PROPERLY ENGAGE THE THREADS.THE SPOOLS ARE TO BE BOLTED TO THE BOTTOM FLANGE OF THE SWITCH COMPARTMENT WALL WITH 3/8" X 1 1/2" BOLTS THRU EXISTING HOLES PROVIDED BY THE SWITCH MANUFACTURER. 9. MAKE CERTAIN OF CABLE LOCATIONS BEFORE DRIVING GROUND RODS. WHEN INSTALLING GROUND RODS IN ALTERNATE LOCATION, INSURE THAT BOTH THE TOP OF THE ROD AND THE #4C WIRE ARE AT LEAST 3" BELOW GRADE AND ARE COVERED. EXISTING 3/4" HOLES SHOULD BE USED IF AT LEAST 3" BELOW GRADE. 10. APPLY CAULKING COMPOUND TO SEAM BET,VEEN PAD MOUNTED SWITCH AND PAD CHAMBER. 11, UNUSED FUSE POSITIONS MUST HAVE BUSHINGS & PROTECTIVE CAPS INSTALLED. UNUSED FEEDER POSITIONS MUST HAVE 600 AMP PROTECTIVE CAPS (M&S #163--64500--7). 12.AFTER THE PADMOUNTED SWITCH IS INSTALLED, THE LIFTING BRACKETS MUST BE REMOVED AND STORED INSIDE THE CABINET OR TURNED DOWN SO THAT THEY DO NOT PROTRUDE ABOVE THE TOP OF THE CABINET. 13. ENSURE THAT.THE "CAUTION" LABEL (M&S #545-56010-4) IS INSTALLED ON EACH SIDE OF THE SWITCH HAVING ACCESS TO THE HIGH VOLTAGE SWITCH AND/OR THE HIGH VOLTAGE FUSE COMPARTMENTS PER DCS Z-35.0.0. 14.SEAL DUCTS PER UN-29.0.0. SUPERSEDES C-32.0.3 LAST REVISED ON 9-30-94 F P OH & UG DISTRIBUTION SYSTEM STANDARDS 3 8/20/02 UPDATE DWG.(NOTE 1) CEA JES JJM ORIGINATOR: PMG DRAWN BY: RAS 2 8/13/01 UPDATE DWG.(NOTES 10, 12, 13, k 14) CFA JES JJM 1 8/C9/96 ADDITION TO NOTE 11 PMG IRAs JAI DATE: 9/30/94 APPROVED: J.J.MCEVCY NO SCALE SUPERVISOR, OH/JUG PRODUCT NO. DATE REVISION ORIG. DRAWN APPR, SUPPORT SERVICES • • 3 1 i i i TYPICAL INSTALLATION OF 15 OR 25KV 1 C--32.0.4 S&C TYPE .RME DEAD FRONT C-32.0.4 THREE PHASE PAD MOUNTED SWITCHGEAR • . MATERIAL UST ITEM DESCRIPTION QUANTITY M&S NO. PME-9 2—THREE PHASE FEEDER STANDARD 270-67400-7 OSITTONS AND 6 FUSE POSITIONS 1 STAINLESS STEEL 270-57401-5 15KV PME-11 3—THREE PHASE FEEDER STANDARD 270-67900-9 C . SWTTCHGEAR. OSITIONS AND 3 FUSE POSITIONS 1 STAINLESS STEEL 270-67901-7 ( PME-10 P FU (4—THREE PHASE FEEDER STANDARD 270-653-000 OSIT10NS AND NO SE POSITIONS 1 STAINLESS STEEL 270-683-050 1 PME-9 (2—THREE PHASE FEEDER STANDARD 270-67200-4' POSITIONS AND 6 FUSE POSITIONS 1 STAINLESS STEEL 270-67201-2 25KV PME-11 A0SITT11ONS PHASE FUSEE POSITIONS I STAINLESS STEEL 070—RR1011-1 I ' SWITCH GEAR PME-10(4—THREE PHASE FEEDER STANDARD 270-684-000 POSITIONS AND NO FUSE POSITIONS 1 STAINLESS STEEL 270-684-050 • 2 IPAD(TOP SECTION ONLY)FOR REPLACING FOR 15KV 1 162-12203-5 LF 94Th DF FOR 25KV 162-12205-1 3 PAD do CABLE CHAMBER (TOP&BOTTOM SECT.) FOR 15KV t 162-12201-9 FOR 25KV 162-12202-7 4 DEAD FRONT TERMINATOR,1000 KCMIL AL 25 VARIES 163-63900-7 5 LOADBREAK BUSHING,200 AMP 15KV ( VARIES 163-86100-1 25KV 163-56400-1 ELBOW TERMINATOR,1/0 AL 15KV VARIES 163-58700-7 6 25KV 163-50200-1 PROTECTIVE CAP 200 AMP (15KV SWITCHES ONLY) VARIES 163-02200-0 7 ELBOW SURGE ARRESTER (25KV SWITCHES ONLY) VARIES 334-01500-5 • 8 SME-4Z FUSE HOLDERS 15KV VARIES 531-56150-1 25KV 531-56310-5 FUSES: REFILL UNITS FOR SME-4Z,SM-4Z&SML-4Z FUSE HOLDERS 20 AMP 531-38700-5 10 AMP 531-32700-2 30 AMP 531-38800-1 15 AMP 531-32500-9 50 AMP 531-38900.-5 20 AMP 531-32900-5 . 65 AMP 531-39500-8 30 AMP 531-33000-3 NOTE THE FUSE REFILLS 9 15KV 80 AMP 531-39501-6 25KV 40 AMP 531=33100-0 ARE 7}{S SAME LS AS 100 AMP 531-39600-4 50 AMP 531-33200-6 AHEST USED SAE 125 AMP 531-39800-7 65 AMP 531-33300-2 TVOSE DWITCHES 150 AMP 531-40200-4 80 AMP 631-33400-9 175 AMP 531-40300-1 100 AMP 531-33500-5 200 AMP 531-39000-6 125 AMP 531-33700-8 150 AMP 531-33800-4 175 AMP 531-33900-1 200 AMP 531-34000-9 10 WIRE#40 SOB 6 112-30900-0 11 CONNECTOR, GROUND ROD, CLAMP TYPE 1 120-03610-6 COPPERWELD GROUND RODS AS REQUIRED 130-61400-5 12 GROUND ROD COUPLINGS VARIES 130-40510-4 13 #4/00 CABLE,600V 27 110-10106-1 14 CONNECTOR#4/0 COPPER CABLE TO FLAT' 6 120-87100-5 15 CONNECTOR,COPPER TO COPPER, BOLTED PME—9 1 22 19 102-80000-2 PME-1 PME-10 25 16 LOCK STANDARD PADLOCK, SMALL PME-9 5 546-24601-1 PME-10 6 17 CABLE SPOOL,2 1/2" PME-91 6 160-30600-7 PME-10 12 18 BOLT, 3/8"X 1 1/2"(FOR SPOOLS) SPOOLS 161-47900-2 19 NUT,3/8W(FOR SPOOLS) SAME AS 161-45000.4 SPOOLS • 20 WASHER FLAT 3/6"(FOR SPOOLS) SPOOLS 145-35900-6 ' 21 LOCKWASHER, 3/8" (FOR SPOOLS) SAME AS 161-52400-5 SPOOLS 22 FAULT INDICATOR, 800 AMP,3 PHASE RUE`1 2 163-29700-9 • PME-10 4 SUPERSEDE C-32.0.4 LAST REVISED ON 9-30-94 REPLACEMENT PARTS FOR SWITCHES 600 AMP BUSHINGS 15KV 274-00200-3 �� P L L i 25KV 274-00300-0 200 AMP BUSHING WELLS 25KV 274-00320—.4 OH & UG DISTRIBUTION SYSTEM STANDARDS M ORIGINATOR: PMG DRAWN 8Y: RAS 2 06/06/01 ADDED PME-10 SWITCH CEA 405 4J1,1 1 6/09/96 ADDITION TO ITEM 12 PUG RAs JUM DATE: 9/30/94 APPROVED: J.J. MCEVOY NO SCALE SUPERVISOR.OH/UG PRODUCT NO. • DATE REVISION ORIG. DRAWN APPIZ. SUPPORT SERVICES I • • 1--4.0.2 TYPICAL INSTALLATION OF 25 KY LS-4.0.2 S & C' DEAD FRONT SWI'T'CHGEAR AND • THREE PHASE PAD-MOUNTED CAPACITOR BANK • NOTES, 1. INSTALL 92' X 92' PRECAST PAD CM & S 162-25100-5) 2. DRIVE GROUND RODS & ATTACH NE CU GROUND TO GROUNDING LUGS, 3, INSTALL URD CAPACITOR BANK CM & S 223-38800-1) ON PAD, 4. INSTALL ROTATABLE FEED—THRU BUSHING 25KV CM & S 163-25000-2) ON EACH BUSHING, 5, INSTALL 200 AMP ELBOWS ON ROTATABLE FEED—THRU BUSHINGS. 6, INSTALL 18KV ELBOW ARRESTERS CM & S 334.01500-5) ON ROTATABLE FEED--THRU BUSHINGS. • 4 4 , t 7 i1 1 8 7- t I G I J . E LI tt tl t CAPACITOR CABINET SWITCH CABINET ' iluim bit ii tie "in. miu,mt,lit.11.4 411114111144 ' ,�-...rini�. rriI!M!L Ii1I dr.tr/ilt•/17� 4::,,,d; CIyC37 *IV) i�VV . ►�./I>��I�l�� IV,... .\\\\\ IP lif 1 III e..:-'re:j.:77 i .77" - i 0 0 le T -4iiiilt 'Ir■ i.. _AilialL .'''' " u II II _L 3#1/0 AL XPE 25KV CABLES IN 1-4' CONDUIT MAXIMUM OF 100 FEET F P L • OH & UG DISTRIBUTION SYSTEM STANDARDS • • • ORIGINATOR: LfV DRAWN BY: J.SHOUP DATE:07/20/01 APPROVED: J.J.MCEVOY NO SCALE SUPERVISOR.OH/UG PRODUCT NO.- DATE REVISION I ORIG. DRAWN APPR. SUPPORT SERVICES 1 • . **** NOTICE**** - CALL SUNSHINE 1-800-432-4770 48HOURS BEFORE YOU DIG FOR UNDERGROUND LOCATIONS. - NOTIFY FPL REP. FOR INSPECTION OF TRENCH DEPTH & PVC INSTALLATION PRIOR TO BACKFILLING TRENCH. POLE (GONG./WOOD) 3"MAX. � .. FPL CONCRETE —c t . FINAL GRADE TRANSFORMER PAD 4 lit ,ff / // / / / // /1/7 ,,/, ==�"=�`" 36" MIN. COVER Yx' 90° BEND tiff FROM FINAL �, . ."-c4c-z'>: 36"MIN. GRADE TO TOP 36 RADIUS _ FPL 5" PVC _ OF CONDUIT CONDUIT IF REQUIRED: 1 BENDS AT RISER POLE TO BE f ENCASED IN CONCRETE WITH t 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 GRADE---, // //' 4-7 / M, , USE 5 BEND SEGMENT TO 2_0 FOREIGN UTILITY ELECTRONIC PASS UNDER MAX. OR OBSTRUCTION OBSTRUCTION IF MARKER REQUIRED. ..c I 111111 1 AS REQUIRED 12" MIN.SEPARATION OF WELL TAMPED EARTH ,R--END PLUG FPL CONDUIT CROSSING UNDER A FOREIGN UTILITY NOTES: DUCT END MARKING • BACK-FILL WITHIN 4"OF THE CONDUIT TO BE FREE OF REQUIRED) OF MATERIAL THAT MAY DAMAGE CONDUIT • SYSTEM (BOARDS, ROCKS LARGER THAN 1" IN • DIAMETER, DEBRIS, ETC.) • + IF COMPACTION OF TRENCH ROUTE IS REQUIRED FOR PAVING, ETC. BEGIN MACHINE COMPACTION 7 �� r/fl 6"MINIMUM ABOVE CONDUIT. f + WHERE 36"OF COVER CANNOT BE MAINTAINED, ` 30"OF COVER WILL BE ALLOWED WITH 3" OF z 12"MINIMUM 2 o -0- HORIZONTAL CONCRETE ENCASEMENT AROUND THE CONDUIT. fo U SEPARATION (N.E.S.C. RULE FOR PRIMARY VOLTAGES) ,-– / + INSTALL A CONTINUOUS LENGTH OF PULL STRING / OR IN ALL CONDUIT RUNS. FPL • I . \,,,,–>'FOREIGN CONDUIT � UTILITY. MATERIAL LIST 5" PVC SCH 40 CONDUIT 20' LENGTH (BELLED END) 164-33800-1 INSTALLATION OF FPL CONDUIT 90°BEND 36" RADIUS 164-25250-5 PARALLEL WITH-OR-1N A SHARED TRENCH 90° BEND 48" RADIUS 164-25200-9 WITH A FOREIGN UTILITY. 45°BEND 48" RADIUS 164-61400-8 5° BEND SEGMENT 164-56100-1 : 22.5°SWEEP 121-6" RADIUS 164-13000-1 , STRAIGHT COUPLING 164-44900-7 REPAIR SLEEVE 6' LONG 164-47530-0 FPL SUPPLIED 5" PVC CONDUIT END PLUG 164-53500-1 TYPICAL CUSTOMER INSTALLATION DETAILS ELECTRONIC MARKER 590-61601-5 (PORTIONS OF UN-6, UN-15,CONC. &PAD DETAILS) i • **** NOTICE**** -CALL SUNSHINE 1-800-432-4770 48HOURS BEFORE YOU DIG FOR UNDERGROUND LOCATIONS. - NOTIFY FPL REP. FOR INSPECTION OF TRENCH DEPTH & PVC INSTALLATION PRIOR TO BACKFILLING TRENCH. POLE (GONG./WOOD) 3"MAX. FPL CONCRETE- r'G i FINAL GRADE • TRANSFORMER PAD • r/ It i.:=:// / / ///// / / /ff, . / / f< /1/1 1 , • `=`=- 36"MIN.COVER 2-45°BENDS . *N._"* FROM FINAL 36" RADIUS 36"MIN. GRADE TO TOP FPL 2" PVC - "=� OF CONDUIT =:::: CONDUIT IF REQUIRED: • ') '• BENDS AT RISER POLE TO BE /f ENCASED IN CONCRETE WITH . / t 12" MIN. SEPARATION FROM FPL CONDUIT TO 4-80LB. BAGS OF SAKRETE. FOREIGN UTILITY WITH F • ORM CONCRETE ADJACENT WELL TAMPED EARTH TO POLE AND AT SURFACE. • GRADE �,� j : FLEX PIPE TO PASS UNDER r�� f, f� FOREIGN UTILITY . OBSTRUCTION IF REQUIRED. ELECTRONIC OR OBSTRUCTION . MAx' MARKER I v Lam. A I AS REQUIRED • 12"MIN. SEPARATION OF WELL TAMPED EARTH =I FPL CONDUIT CROSSING UNDER A FOREIGN UTILITY -END PLUG DUCT END MARKING ` NOTES: OF REQUIRED) • BACK-FILL WITHIN 4"OF THE CONDUIT TO BE FREE OF MATERIAL THAT MAY DAMAGE CONDUIT i SYSTEM (BOARDS, ROCKS LARGER THAN 1" IN DIAMETER,DEBRIS, ETC.) i • IF COMPACTION OF TRENCH ROUTE IS REQUIRED ' FOR PAVING,ETC. BEGIN MACHINE COMPACTION / �� /,,� ', , 6" MINIMUM ABOVE CONDUIT. i • WHERE 36"OF COVER CANNOT BE MAINTAINED, z 12"MINIMUM 30"OF COVER WILL BE ALLOWED WITH 3" OF M SEPARATION CONCRETE ENCASEMENT AROUND THE CONDUIT. _ (N.E.S:C. RULE FOR PRIMARY VOLTAGES) i r OR • INSTALL A CONTINUOUS LENGTH OF PULL STRING. FPL /• \;�yFOREIGN IN ALL CONDUIT RUNS. CONDUIT---� UTILITY • • INSTALLATION OF FPL CONDUIT MATERIAL LIST 2"PVC SCH 40 CONDUIT • • PARALLEL WITH-OR-IN A SHARED TRENCH 20' LENGTH (BELLED END) 164-33100-6 WITH A FOREIGN UTILITY. 90°BEND 24" RADIUS 164-23800-6 45°BEND 36" RADIUS 164-23945-2 45°BEND 24" RADIUS 164-23900-2 STRAIGHT COUPLING 164-47000-6 Tr REPAIR SLEEVE 4"LONG 164-47520-2 FPL SUPPLIED 2 PVC CONDUIT END PLUG 164-54800-5 TYPICAL CUSTOMER INSTALLATION DETAILS ELECTRONIC MARKER 590-61601-5 (PORTIONS OF UN-6, UN-15, CONC.&PAD DETAILS) UX-108 CONCRETE_FOUNDATION UX--108 URD_CAPACITOR_B ANK . 7'8" 2' a 3'-5" ! 2' t , 0 0 0 O LIFTING Lr� " (4) IA 3 2" SEE DETAIL"A At p 7'8" 4114IN\ p O 4 �, 2.5° 1'-3" ±3'. L�1'10" 4' • 1'10" j MANUFACTURERS IDENTIFICATION, I -mil M&NO.MANUFACTURE 2-2500--5 �L NOTES: 1, TOP SURFACE SHALL BE A SMOOTH PLANE.THE -',.— MAX.ALLOWABLE VARIATION IN HEIGHT BETWEEN 1 1 2 1•CHAMFER-� , r) ANY TWO POINTS ON THIS SURFACE IS 0.125".. / ^—` ucT�orl"�—�' 2. 5000 PSI TEST CONCRETE. ,) 5° TO 6" #4 RE—BAR(TYP.) 3. MANUFACTURERS IDENTIFICATION,YEAR OF MANU- FACTURE&FPL CO. M&S NO. 162-25100-5 TO BE CAST IN TOP SURFACE OF PAD NEAR CENTER (RE- / tit QUIRED 44HEN PRECAST). 0'61 4. SUPERIOR THREADED INSERT, 5/8"WITH PLUG, " " ELECTRO—GALVANIZED,4 REQUIRED. 1 _,285" 4013' 209" —121 5..REINFORCING RODS TO BE WELDED AT i ALL INTERSECTIONS R • N i^ F-I I I I-i -I H HI WEIGHT 3230 LB CU, FT. 26.9 CU. YDS. 1.0 MAX LOAD 2000 LB y 4INFORCED —4 S I S4074 14X7X7''--4" S4055 3X5'-5" • ® I 1 I 1. I S4010 4X1'-0" _J1 _ H I I - wT 54010(4) I I • TETAIL A m " C 1 I I-f 0FPL OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR:BOB BENN DRAWN BY:D.OKONEWSKI CATE:12/29/97 APPROVED: J.J. MCEVOY NO SCALE SUPERVISOR, OH/UG PRODUCT NO. DATE REVISION ORIG. DRAWN APPR. SUPPORT SERVICES • • • . UX-I I3 CONCRETE FOUNDATION FOR • S&G 30 PADMOUNTED,, SWITCH • • 17`-s — • DATE, Mrq,1.lAME e 3'-t0" 5'-tG" F.P,L.. MSS 1.10. 1G�2-244 . - SE'E WO1-E-A ! =cA..0-� • ' . N...... Top-S4OlO ---......t.7 •- -- 2EACH CaRNSR(e)• ---� —» — =- I' WRAP JV11Ct1dNS +' i WITH *G MR2' ' i I" } sc."1 1..CGs, N Y e-`i. ,lc: f .ice I lo "A° 1 N. BOTTOM-54am0 �11� p I - "N TDP-s4Q5G(�) wE1C�xT' 2745 L$, a9 normal .). �, i BOTtQM-S�4bG(2) CU.YD, - 4,aa uew>« 1! wsoewrti Its r!S t f .� {44S -- 1CtLOCaRaMS j _�.• - 6 1 g -- LITER'S :111 too.lb 0,'515- Ct1.METERS 'MRS MESH c (Slur NOTE-2) * tts4 1,, Top-54072(4)( , . 7 11.1SERTS(e) . (see 1JcrE-3 it D5TAUL-A) - PLAN Vail s WSR>T Masi-1 5at.cw Woos a r al ill • } . If SECTION "A-A" t W • C„ ! &L1 .. �... 4,4. 4_. g" rs SECTION "1141" • /t. ,, ,ills ouiiece ie ue =oonn non letet.'a-UTTaaa trroguinritia4 Vila acceptahle. 2. 4 x 4 Ho.4 hided lire~lash Reinforcing to stop 2"front Sidis and Opening of , 1.1. Mallet Ion. 3. Superior Threaded Inserts, t/2"with Plus, Electro-5als.,4 Regnlrsd.(See Betel A) t 4. #4 Rainforoing Rod es shown. 5, 4000 Lb, Test Concrete. 8. For use with S It C Switches, Y h S Nos. 270-8S3,2707854,270.815& 270-880. •z$-� 7, lianufactorare Iden'titi oat Ion, Year of Manufaoturs, and FPL Co. It L S hunbar to be V i asst in top lurtsce of pad near canter of pad, This required when precast,) STANDARDS 1,'''.t . DISTRIBUTION SYSTEM FLORIDA POWER & LIGHT COMPANY •i 2.8.7Z �G4 0 GtM¢vaic4/ tiv4 cm Inv, ran Dk71 l4-20-T1 NO iCAIII o a NO. DATE ttEvistox AY ctt cox rr 3 . r wstsoaeer,Ira II I-68.0. 1 OPEN WYE-OPEN DELTA TRANSFORMER BANK L1-68.0.1 1 USING SINGLE PHASE PADMOUNT TRANSFORMERS NOTES: 1. POWER TRANSFORMER MUST HAVE AN INSULATED NEUTRAL BUSHING. THE EXTERNAL GROUND STRAP TO THE CASE MUST BE REMOVED AND i THE BUSHING SHALL BE INSULATED WITH SELF BONDING TAPE & ONE HALF LAPPED LAYER OF VINYL TO CONFINE BONDING TAPE. 2. BOND TRANSFORMER CASES TOGETHER WITH #4 BARE COPPER WIRE DIRECT BURIED. 3. SERVICE CABLES FURNISHED AND INSTALLED BY CUSTOMER TO BE IN DUCT. 4. A DECAL WITH THE FOLLOWING NOTE SHALL BE LOCATED IN A CONSPICUOUS PLACE INSIDE BOTH TRANSFORMERS. CAUTION: OPEN WYE-OPEN DELTA TRANSFORMER • CONNECTION; THIS TRANSFORMER CAN BE ENERGIZED FROM ADJACENT TRANSFORMER (M&S #548-54800-7). REFER TO Z-35.0.0 FOR LOCATION. I. 5. SEE UV-12.0.0 FOR MARKING UNDERGROUND CABLES. 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 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 1-65 FOR MATERIAL DESCRIPTIONS. 11. ALL SINGLE PHASE 7620 VOLT TRANSFORMERS 167 KVA AND SMALLER ARE ADDITIVE POLARITY. ALL 23 KV AND DUAL VOLTAGE TRANSFORMERS ARE SUBTRACTIVE POLARITY. CONNECTIONS MUST BE MADE AS SHOWN IN DIAGRAM. 12. IF C.T. METERING AT TRANSFORMER IS REQUIRED, REFER TO K-26. LEAVE PULL STRING IN METERING CONDUIT. 0.2 13. MAKE CERTAIN OF CABLE LOCATION BEFORE INSTALLING GROUND RODS TO AVOID DRIVING THE GROUND ROD THROUGH ANY EXISTING CABLES. 14. FOR DUAL VOLTAGE OR 23kV NORMALLY OPEN POINTS USE 18kV RATED ELBOW ARRESTERS. (RATING IS FOR PHASE TO GROUND VOLTAGE). REFER TO 1-62.0.0 AND 1-65.1.1. 15, WHEN CONNECTING MORE THAN ONE CUSTOMER CABLE TO POWER LEG USE HANDHOLE MULTITAP (M&S #163-06600-7), • 16. THE NESC REQUIRES A MINIMUM OF 6 FEET SPACING BETWEEN RODS. IF ADDITIONAL RODS ARE REQUIRED, REFER TO G-2.0.2. F P L OH & UG DISTRIBUTION SYSTEM STANDARDS 4 8/01/01 UPDATED DRAWING (REFERENCES) CJP JES IA 3 9/4/99 UPDATED DRAWING (TEXT) WC DLW JJuu ORIGINATOR: J.V. DRAWN BY: J.R.F. 2 9125/90 REVISED NOTE /14 AND ADDED NOTE 116 JV HO RKC ADDED NOTE i 15 JV HD GWH DATE:1/1/90 APPROVED: R.K. CIELO NO SCALE SUPERVISOR. OH/UG PRODUCT NO. DATE REVISION ORIG. DRAWN APPR. SUPPORT SERVICES OPEN WYE OPEN DELTA i-68.0.2 1-68.0.2 TRANSFORMER BANK USING SINGLE ' r PHASE PADMOUNT TRANSFORMERS LIGHTING TRANSFORMER t_. 9 POWER TRANSFORMER ' O O O X3 X1 SEE NOTE 11 .2 q - �m i II x21 `� X3 2 ©• �N, X1 O O . 7 ; Hi. •H2 H1. -H2 I ! SEE CONDUIT LOCATION IN kt ` LOW STYLE TX. PAD OPENING _l • . 1 POWER TX. LIGHTING TX NJ O r�x2 NNE I ; •© +yr.,_ a i X3' • 'XI X3' X 1 ` SPLICE' X2 X2 CO —_ + `1 r SEE NOTE © ` j� 15 is: ' GROUND ROD 4 : i1 ALTERNATE LOCATION . 1 11•.1 -r}�1=� c ! i �Y�<=fn.- NO #16 r ti, 4+.{ Y. '" SEE NOTE ,.. ,,, } �I �� i 'v7�'t�:r.•_ ..s tk�;... C.T.'S IF REDO, ;4C ~ ..T FPK--26 GR:E7r;IAoN ALINIII SE (SEE TABLE BELOW) 4611.111 i --� 1 13 kV-ADDITIVE POLARITY SECONDARY CABLE SIZE GOVERNED ITEM QUANTITY DESCRIPTION (SEE NOTE 10) M&S NUMBER BY KVA OF POWER TRANSFORMER ' t 2 PAD MOUNTED rx. SEE NOTE 9 POWER t Skv ELBOW 163-58700-7 SECON A CABLE I ! TRANSFORMER SECONDARY SIZE 2 VARIES ELBOW TERMINATOR: KVA 25tcv ELBOW 163-50200-1 25 1/0 TPX • 3 VARIES I COLD SHRINK TERMINATOR-SEE UH-34 163-51000-4 37-1/2 & 50 4/0 TPX • 4 I 1 PAD TX, (SEE UX-115) 162-24600-1 75 350 kcmil 5 VARIES CONDUIT (FURNISHED & INSTALLED VARIES BY CUSTOMER) 100 2-350 kcmil • DISCARD NEUTRAL CONDUCTOR LIGHTING TRANSFORMER (e 9 - POWER TRANSFORMER 0 --,, 1 x 8 o X1 O O X 11 H1 •H2 H1• .H2 e POWER TX. LIGHTING TX O �' % YX3 0 ° X I• •X3 X • X3 U X2 0 -� 1--SEE ' =_/ NOTE #1 SPLICE I I FPL • © SEE NOTE C.T.'S IF REQ 9 AROUND ROD ik' : 0 :� 15 SEE K-26 ALTERNATE LOCATION � SEE NOTE 16 .,tN1 I *I F� 1,��. - F i Iv- r--- -- N I14a:;:e.4::C�:ffi'1 -1 �Cl&I*e":c��I.�}.'tl t CONDUIT I�B RRE BONA WIRE �" ::F�TE E GROUND ROD ' 36" . J ;L _..L-.°LOCATION 3" �� © :SEE NOTE ; 16 28-I/2"`"u BINARY -1-- g CONDUITS 1 PAD LOW 23kV OR DUAL VOLTAGE SUPERSEDES 1-68.0.2 LAST REVISED ON,9-25-90 SUBTRACTIVE POLARITY NOTES: SEE 1-68.0.1 F P L OH & UG DISTRIBUTION SYSTEM STANDARDS 2 8/01/01 REMOVE REFERENCES TO DELETED SHEET GJP JES IA ORIGINATOR: RJO DRAWN BY: JED REVISED CHART FOR ITEM ji3 1 9/30/94 TO COLD-SHRINK TERMINATOR RJO JED RJS 0 9/25/90 ORIGINAL DRAWING RJO JED RJS DATE:9/30/94 APPROVED: R.J. SALESKY NO SCALE SUPERVISOR, OHJUG PRODUCT , NO, DATE REVISION ORIG. DRAWN APPR. SUPPORT SERVICES 1 • CONCRETE FOUNDATION UX-1 1 5.O.O OPEN WYE OPEN DELTA UX-115.0,0 _ TRANSFORMER BANK USING — • SINGLE PHASE PAD MOUNT TRANSFORMERS MANUFACTURER'S IDENTIFICATION. YEAR OF MANUFACTURE, & PL CO. M&S NUMBER 162-24600-1 6'_8.' *ow. .. , � 70. 4 t 2-1/2" 3' f 1.s' 11.5' 11.5' 11.5' 115" 113' 3" 2-1/2" . j I Iv 1 .., '11111111110M11440. a, 00/ 4114114441111 i -- 1 ` -1-- -1- ! I C ' ti r., S4063 S4063 3/16" X 1-3/4" '� 1 I 1 1 I ROLE FOR MASON.ARY — _ INSERT FOR TELEPRONE 54� g BOND TO ?FL GROUND I 1 I I I I I , p� ON ROTH SIDES OT FAD. In -.j— W C.4 A I N J "A„ >' '• �� DE L ^A LOCATION OF INSERTS L j= 1 22" I` I zz" ' - WEIGHT: 1950 ! CUBIC FEET: 14.00 v+ .+© 1--6 I I —m— —{ --f- _ ' CUBIC YARDS: 0.52 cv} 7■I 26_1/2" g 28-1/2.. �" 1cwAm�'ER • f � f l f I PL AN S4006 . 6" i4 RE—BAR ' • MINIM ...,;:t.. ff:o v o.V. +/� 1" CHA)J ER i I SECTION "A—A" NOTES: 1. TOP SURFACE SHALL BE A SMOOTH PLANE. THE MAXIMUM ALLOWABLE DETAIL -- "A" VARIATION IN HEIGHT BETWEEN ANY TWO POINTS ON 11-EIS SURFACE IS 0.125 INCHES (3.175 mm). 2. TWO INCH MINIMUM CONCRETE COVER REQUIRED OVER STEEL ON SIDES AND AROUND OPENINGS OF FOUNDATION. REINFORCING STEEL 3. 4000 LB. TEST CONCRETE. S406.3 - 6 REQ'D 4. DAYTON SUPERIOR THREADED INSERT, 1/2', WITH PLUG, ELECTRO- S4049 - 9 REQ'D GALVANIZED, EIGHT (8) REQUIRED. S4006 - 4 REQ'D 5. MANUFACTURER'S IDENTIFICATION, YEAR OF MANUFACTURE . AND FPL CO. M&S NUMBER TO BE CAST IN TOP SURFACE OF PAD NEAR CENTER OF PAD. (THIS IS REQUIRED WHEN •`°• PRECAST.) '' j; L P L 6. REINFORCING RODS TO SE WELDED AT ALL INTERSECTIONS. OH 1 OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: ROB DRAWN BY: 2 05/30/02 UPDATE DIMEWSIONS RAP JES JJM 1 01/18/01 UPDATE TEXT AND DIMENSIONS RAP IS JJM DATE: APPROVED: J.J. MCEVOY NO SCALE SUPERVISOR, OH JUG PRODUCT NO. PATE ' REVISION ORIG. DRAWN APPR, SUPPORT SERVICES I 1 PROTECTIVE BARRIER AND PLANTING UN-21.0.0 CLEARANCES FOR PAD MOUNT _ UN—2 1.0.Q TRANSFORMERS AND SWITCHES i • ALL FRONT ALL REAR l BARRIERS REMOVABLE BARRIERS FIXED FIXED BARRIER CONCRETE PAD CONCRETE PAD • CONCRETE PAD ¢¢ ¢¢ I 6( L�.•1 LJ A ` v r l W LOJ 1 ¢z 3'-0„ ¢z az ! > MAX. TX. > TX, 5 TX. z a¢ QR z� t o OR `l. °' rol OR R1 a L�J SWITCH cc a '-®� z SWITCH ¢ao L J SWITCH <o 9 MIN. ¢o . a FRONT a fli ►ra `-®� ' r) K r. C5] { 1 INSTALL ADDITIONAL REMOVABLE BARRIER BARRIERS AS REQUIRED I i DRILL 1/2" THRU PLAN HOLE FOR LIFTING 4" STD. G.I. PIPE WITH THREADED 0,1. ��-FILL 4" STD. G.I. PIPE WITH CAP. (THREADS MAY BE SPRAYED WITH 10" M&S 504-14450--4. CONCRETE. LEAVE CROWN OF ) CONCRETE. PAINT PIPE TO MATCH 3'-6" MIN. TRANSFORMER PAINT PIPE TO MATCH 3'-6" MIN. TRANSFORMER 3" /5" STD. G.I. PIPE SLEEVE SLOPE CONCRETE FOR i I 7 S LOPE CONCREiL FOR WATER SHED WATER SHED i {„,..„,i g..,........ MIMI tc- 31-3” ' 2 -0" t ' '' MACH. BOLT '% WELL TAMPED EARTH ;.;. 314, X 8„ 16" GALVANIZED 16" WELL TAMPED EARTH I I REMOVABLE BARRIER FIXED BARRIER SECTION Li ,, -7%\?..:LI:.: .-,*'--.LS -42;, .. -*• '' . ' - 7--7. .,,, NOTE MIN. SEE NOTE 1 NOTE ,4 "CONCRETE �� .-..• 1 - PADMOUNTED SWITCHES REQUIRE 8' r;•'.. PA '- �< MIN. CLEARANCE FRONT AND REAR. „L_ ' =' - 2. "ELECTRIC EQUIPMENT-KEEP OUT" DECAL .,• OR ,'i• THAT SHOWS THE MINIMUM SEPARATION DISTANCES &s•."' SWITCH L' FOR BUSHES FROM TRANSFORMERS IS M & S #548-56010-4. .. 3' MIN. _FRONT 3' MIN 'r; • � * ! i a,,,,c` 8' MIN. ''.' 3' MIN. <� `,- - . Z.`,, I I OPENING FOR F P L U HOT STICK OH & UG DISTRIBUTION SYSTEM STANDARDS N _ PLAN OPERATION 2 7/16/017 UPDATE DRAWING (NOTES) RAP JES JJM ORIGINATOR: CJII DRAWN BY: PTH 1 8/27/99 UPDATE DRAWING (NOTES) RAP JES JJM ORIGINAL DRAWING CJM PMG RJS DATE:9/30/94 APPROVED: R.J. SALESY NO SCALE 0 9/30/94 DIRECTOR, DISTRIBUTION ENGINEERING NO. DATE REVISION ORIG. DRAWN APPR. AND OPERATIONS SERVICES I I I UX-202,0.0 PRECAST HANDHOLE (32" X 50" X 36") UX_202.0.0 DRIVEWAY LOADING DESIGN _ M&S 162-12289-2 • - I I• ti s,� 1/2.'0 INSERT FOR �� '?` COVER KILT ' { 41- 5-1/2" yam,.‹,' 11%1o. 3-1/2" 2, • -44\N4.> s,�y ft:12 NOTCH FO •.-.:-. 'k COVER •• I- ,, lc -- NOTCH DETAIL Ilk Ikk • I 14"X12"X3-1/4" - RO EACH END I ' 5-1/2"- ► re 32" 5-1/2" ► - 50" ,: ..- g 0 0 0 ., e: • v v •:. o 1-3/4"-0- • ,•: 1-3/1"---p-• -....1 a --0.14"1- 34" .,1 4"C 4"'""' 527 ~ 4" TRANSVERSE SECTION 60" LONGITUDINAL SECTION REINFORCEMENT SCHEDULE MARK SIZE. LENGTH „QTY DETAIL 301 NO.3 2'-6" 14 STRAIGHT oto NO.3 l'-5" 2 STRAIGHT NO.4 3'-2" 6 STRAIGHT CO NO.4 5'-O" 8 1 1"I 38" I • NOTE$ CONCRETE COMPRESSIVE STRENGTH 5000 PSI /- . REINFORCEMENT ASTM A-615 (GRADE 60) l WHEEL LOADING 16,000 LBS. `,1, F P L APPROXIMATE WEIGHT — 2,663 LBS. OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: SKIS DRAWN BY: BILL 2 10/10/96 REPLACE OLD BORDER SMS BILL SEAS DATE: APPROVED: J.J. MCEVOY NO SCALE SUPERVISOR, OH/UG PRODUCT NO. DATE REVISION ORIG. DRAWN APPR, SUPPORT SERVICES ii P j Vyy �_ 9 Q 0 M g m 2=FMv1M3wl m•m , W 'o.�. �'0 W Z 6i III g� T m N N N N W aill t _CI . S . r 11-4048 SAW 33S 3N.jlHD1Vri .s a I , 0 f Ili!! T - a1 } 1 N � � 2�I 1 IT T.? J q 1 1 `Z` 1 it 8 ' ��C�JI I ' l 11�jT VIII I 1, O N k 1 T 'm Lit ®® ® II ❑ '` FFF p ❑❑ 4 I il� p R ❑ 2 i trak s3 � �'" I jg 1® Ian ; !ATP tw+a�awr x �T i 4 ❑❑ --0 —�- - Al ill € ta it . ii b ❑Q fa (,-t., gg ■ ; IA i 1 (k,........, il 1 1'111 1 . , ti Oil s I i . r - p V ® ®� I - I- n m i i - i, E� H --tea�. - �yL, �QN — - * � -I Y 1 m C J Ili- Fli .j co ° `T.1r r ' o n mm „r -a -i7 b I a ,o ages<le i :.-.. 41 ® I i g s. I. U7 .• j 147 ® R tai 1. i e g "IC— AIL —'-/-/AN--- . 1 44 1 " II— 1 I. II i'glgY'l$ W _________ Ili th, ir -,,, ,..1 : ailx.eliii i 11 1318225 IT ______ 1, ii :: .7,1 _A g , ) I,[ i @so li ,I.lit.111T � 3 i � a� 3r _ 9 gill§ Q• 25 i mi x 9a - ! b ' Y 1 q i ♦1n N - o ~� 1 i L HMI 6-Y042 OM 33S 3NPIH31YNi - I I ,lal ax4N OYJ nv Lime,I7at told ztai/Ci/r t3L C and 1 C.) I N CO— I : °❑ I Y^ b ,04 ^, i N(/.�� Y It '0' N V z =i vi O i V,N -. O LL.. .. 1`O+ O V N �7U/1000�1'.. . .. Z~ Tom. ICJ r NO Q Vl \ O..NIIyH V mCy 1 o .... 1 Niiiiii .....t? i g • gi i .< ❑ o • �(3�gN f m x zL-4049 9M0 33S 3Nf1HOltl1N R k . r 7 MI IS I+I i J �W �W �� <C . (1 O -- �-� E.;[7 O! W '' / I a7 ___., ii.c e-Vi'aW 1,i i e � I $' N inLL W�� , a € _! °4 W � 4!Vigil 1.3 ii' :tom s o E$d10 A g es i u Y +.114 = 4G1 tt .il ' . h1 I "$ _ + P v8 X11 L1 1 S g. Q _ � � yl 2 Y � B I---- --- ____>;z 3 9 i t m-a J R a a, 8 •• n —YF:y-•Q till! = 7aN-�I+ —®® 1- ,II Y ; j rtp �- �, m � yuf JL. .' - .. 31 1 R °R i ii 5 5 is m Q E 'E z a� O°i1I' 3�m v 411 . m +I,j , A I ,r Ip ia'a ra P.' < — — 7,.6, i ! i i &tI i / ' 2. arm aNa M � --�-- I I d - +Il 1 gig /,iL;;;/ I e n �6 II N g ! y i "n �'� ro e kN it DA 1 I� li05 r -IA t c N O a t 030€0� I ' via5J a k s rO,S m s n2 ON 2 1 i I G G legi `:�� I S 33R8 I V1N1 1 1 11111; 0L-4049 0 35 3Nf1H31V4 '- i 1 Yal m o m m a we w I l ami.Ifni atWa/t RYO grid n pp v c ern o V \ ^ iD z I 3 tr6 4 N to Y (/� � a H-,—:-§ _\ l N U I g ii LS AV0J Z F• O -� g u Y m 0 1 'n t.0= L Y ° n do R 1.31❑ _- In I £I- 4OM 408 O 33S 3Nr1HOLVI1 j a a 1 r f T :11 ❑ .2_ J1! /[g��.zi p " `'` T5 N€ , R Yrjl 11 F S i g ® -9 o f }�_ .�. . la of,T } \ W �� 01 07 `I t Zo1 nl r f.� - _-- �• ITl ol� � I I I � <3 iah071 ,I, _ • ®® n id I rirn 1425 -•9ri4N i L S ^$ k g .. x15 2.-1 ag.ii,;Ai g Zl v os I } y59ao i9 �I 'S w 1 1 �g,yam! C g I I �! a v � < N `i C sCQ�p°u».. I I m J-.,•- J ^R1 ',Z IA N,mAII a .' a I 1$$ ~ ~El 0 a RPggy I! el I 11® R. n ' a hill g st o❑i it Iil -- 1133a , t 4'v in Ilk N,� • �(/ j.^ I! y dm� 8� Sr 6 L il. ' 5 c iii&iii:. yy�� ..1 ANION RA'd '3 •__a �! I 1-l t sl jEl ,_ J I s z tWr)y..j t -JQ7-1- n�o7MJ— ` T 1 ®I C� 5 CF- ��VYY N J W N ■■ S; r- 0 St_ •z '"I J ��,_, 5 g1! a t J_ -------- i_'- i L------a -+- - - S tnl. o � ��• fxl m.s nt 1 I .1 i I 1 3OOI218 - 1 f .fY.YONf R7Yd At I } n { I L� �-- T �41` ---____\ — ___ .� 11 1 4. .,..— —owe— �_'I� ;care— ` I lig . • ::::+(i i 1 4. i ah I W 41114p ›- P4 it ° 9i 1 . ' s 1 1 _ < 1411 /1- k y J•r ' .IIs. A0 ® 01q°y0F !g i trt x Y n .. `Z S�K B — yO7 „ � IIIJJJ F 6m '^1 4 WQ g n^ 4 3y� kin S N O I I- I g §CK 6 •K. 41'1' - 2 i g1-0811PS.. �� , J� as os "�>i3 1 c. .AY aL Igidllig6 n m n r o gl 3,� 4_�_' 111111 a .:iil�1♦ �n ® ^� t li II-4048 MO 33S N-IHOIVW • , m v i z' I I �o S\ ,� �, g I o cl!0 I } 1 x —S 44 eca O \ss is N,1,-,r a Z t n8 i. '--� 1 „ N O-t r N ,8)- 0 O v O QQ W • U So V w.. 3 - — v -- Im L O n _ ro■® 0 o I .. b Z CO z0 if 1 O N ❑ OS , T 3 it-Y0ta OO 3S 3NfH0iYP • I MC I r— I 1 ®. ❑ I--\ s L- ti a-� —a _ l b h Y 4 U� 0,00 ® II J la N ` b T D.N • g w---im -2. ®nz ®� Y € E j L 1+} wLi. aaa�� 3 I I I ¢/ �..1� ®® —___�� gil 1 ' 0 p s 1 _ _ M E—---- _ 10 Z 3 -- ,� S_ a rol}o-j§Nn-.n r -- __� ; n pliiidiii 1 I-, 1- is • r NE ^a�in n ®3 1 w/b —� L I L®`AI. i ;ii iCii 2 4 I 0 10 IS { • P 9 })p- ® Tit*----or-7',® I I {i —s-0 g G L f I P- W m1 i L . E. l i 4 . . m 'N 4 jjI N $ ` 0 I W N I TAI I ' IA 1 o • 3 ©—J III ® h + '11 . IooNn T� 3 m N III . 11 � ® } I _ 4�� I _ p _ t 0 I a �`i, }1 If o ® ® I' • 14- ` ® , 12 +el '' a gilil! � i EE ` I ..1N :9 o L 1 # z t i 11 FAn zi S O• O I kGC 53 €$3 ®I R 1S 4 ii:11,a g N +r am 1 NI E e_ -18 1 :tgll oa_o I �g or il ;i J4ir ® • prz.zil x r a NE2 o N hE Ca';r I ti) 11! E. 7 —.— 1. .1 11 1 4:44 1 i o1 tats - ` ©E ! 144 �! II. y� MOY IaN.1 ,i ,, CO F� F'^•AO Ttl A. ■ ' I I Z t NiIIQ F 14k I n I7 11110M111 t t. _I Mill L z,-,0t. 01 WI HOLYN i I .au..w nw w memo Noll;mu xunitsA mw Lou • co 00 �/ -1..U \ \ fn %.21417 0 - 0 r \ 0 'ir 1v0 2 b w0 ; 30 Ni jfij1 ^0 O y.f 4 M I Iv Q-3a $a c r2 ❑ Fall; x SL 048 O 0 33S 3NIlHOlYY1 — ' r t r 3 r I . as g o n L J Hai 1 d i .,1 I n I I M O C o li L i I tl f C7® / x B CI I I i @ 1 ({ le 1dY1GC rut 1517 d \-II I I I- dr n1 p►-�1 rc5 a 1 1 at ^ ^ f I = :� i � g� 400 1 - gl hXX., 1 : ® 181841:ii;! g e 1-------------- ,\''s-- 1.01 a oo11 �1 m 1 Y x- I .- Alt $< Ill EA p L' I I --nri ' c� 0E1 T il W I ^7 i ling; U n +II- li i III -+- m.1 HA n X11 ® ;1 it 3 I -----� '\:i to • a ----- --- ------ ^n`I�I s q 66� i 6 SIT f� T ^ o,, �$ le� # 111 ; nn $ " 1 �� I n w z 1 5,. g �s 11 Z$ It I1.-AQ`- �a§ 1,� i..-_ p n ♦ n a o Z �- Lr tVc! m £1—f049 OMO 33S 3N11HOlWYI iiiiii i • co 11...r1. 00 0'S 'asro5v ° O s� o , z G1 3 � �•i Ililiti El uwr �_Q.�. W =� of SE �gp, \ 3o e O .r b f 8 iaSS o @ S $ ND o `E 6 � � i fig W o L ° 21 • el .,.\ _k 1 °_ O W — . `=f'3 NW�W 1= (1, �n yjy11 1_ 0 in ;i 8�IX t� 5 O� W �� °e ®8 8 of 8 Ie It 8 8 .g1, 1 p 4 0 VaPillgl 0411 �_` ` %sg-1'8 Y WWJ l t a g _ 86 s,15 4g4 tray tie �. 38 r 5 0 11 1§ ®® Q / N g SogZ8 gg I7❑ 0 a I g g:1418�E 9 6 a t.n / -L \ � g7 gO _ / I\ 2 ; : 1; x511 i ..L / / ° Fij7. 11 3 / i 1 o/ \ 5 AR / 5 g5 vi i Ye W (�, / + ' , tr aEl•11 j + / iNiI 1 lar�# r1r /� \ i 1 � � m F-w—t; e,•z?s-_ate`\ / 9 , ------------2:■::r 41,7, '',. \ , i14#--------___....\�\"'x•� s \ ' 2 " V ° 4.T 1 ��gi^` i " �. --\ •*'\ .\ '4\\. @ v \�'\�\ \ C, b 1 IA :s '\k c'\ \ •,. , 1141 ;— I—'- N OJ ,, „ NS ..n u i f 1 i if iiii_d „,.. i 1 m Q n !W —* — _0 L i 1,t-1,048 OM 33S 3NI1HO YW E o s R 3 A N ^ . = 11M 1 M U _\ �\\ 'a.s o S z 73 ❑ W ` iI .ST ie•m AC •i 1IllI g 1 u/arvmo ` ' _ 0 v ii =c � \N y�n aV g<- _ rnro w m�a � =ce❑ " _\. Qag ''� z n Ac te�n ac b• 8 U n r•U Q °� & (i ❑ h y N$N b AC ►0, n � o ® £—,344`JMO 33S 3NI1H31Y I 'r j 1 m a I , �WI'^Im 1 i ❑?0 1 i —L=''mm _ _______I Q li ` F A lli I o�- $ — --- 8 iiCg `i TI u( IC' t� a „R g S>I M` :W �µI� t i m S e'''ii Ii1z1\,2c01 -i--H v' 1 • 8 i t 1%g 0 441s°S3 `y �` '" V®tim g3 ¢ l n (Z H ' \\ H ¢gg �' .tr d8 a �� \ ; \ is tax I �' ®® ❑ ® 0 B \ 6' \�`M• ti`s—_-- 3` I--E-- `l: rn i i,. ... , . \ Sr g ®� " i ' • a® .E o ,, N i ro Li $ ,71 I a U �n —1 U H ®im ` \ . n i a h C ' P. 4 'S �\ i. ✓r � ei<°� _ \ ;05EIN N, i I r r S Q'Q4, g p S laP8A1 u , _t 1 Emig g8 c3 E `1--___ b 1: W Wes}.4! G A F� � FF 10 15i: ;!, I I" if 1 q i i h i a BF is e g $ yj o pQ�� g l e d Inget9 H N E. .+� �� pigeth 1 4,W. OA : 9.43 t 26 ` , 1 4444001A g s, R e s o wo qQ p y t H n o Z NiNigni 1 iiiiiii� gK OC 3. $I 1$x IaN -is.1i gIuy1 .,1,. 0. S ttNaa0 lO� lt1 8`��< i . i Y]t iRVN,IV MV IRNRH 81111 p1 ;tOZ/t;/f 3LVO 1°1d co Cco o u W G O co 0 \ k LLI m � I I 1 .. lf a U 1S MIIM°/ Z~ • — • Y O i v - So M O 1:: 0� O t- n oW b :± r a F _ • o1 m a Uo t 1 vo gp 4-4048 OM 33S 3NI1H3iY11 _ < as a.- ❑ 9�• n ° ' II a B el o @ 9 .� cy_y = o j =III 1 J "R n71 oa3 ��. ��in i t,R 'gill' 1 -°0 ` as 0 I of ^n 1 1+�YJ 9� r Fyn � T �PP � C O A^ g &g< i ,iti,I §§ -_-` Act-t —®� -c . 1 11 r-° ;IlEil g! r., , •:�L+ n�'C.JF W.' ptl } -1 ppt—1 ey,n1p i -a� 64 _3¢ a •°►-t x + -- -- *--d---w---xt --rod 1 t -t a l s a / n 1 o. 5 I Z. R I t i ©�❑ n ❑❑ ailx1=1TE 1 0 ! IW 1 U\ 1 ;14 P Ai y}3K$Kj m En9og < +_$ }I-..- o r0 c5 kl ,1 1 1 ,./ y 5 r r .., o r 1O' i— rn W iMil 'Rsi la .,2 ijAi o IQ El,, it II $ g§dgoilgli v. i 911�+ '=- --! 0 _ o I i1. Tui ® it . z 4-1 . 1+� JP Ya tl^ 1 I 1 a, .: 1 i .-.,,`°'«1+1 ^ ®ciao n III!n o d..' I nab moa.m R 7 1101 J � n _ �1 111\ t t. \ ® ' i il;11 s 3 I ig �, 10—�a ® i},`+ t c? I„r,,-. {T * t .'s l'•1 ® 1, ori' +a 38398 }��}r s l ~ ^ I , N , 111111 --- Z-4048 SW 33S 3NflH0_YW I ■ .....-wn...w .0..nnwr nwa uru sale/H/Y n.vn aMA I CO CO t..„, \ 6 oc \ O \ to QQ a I w °V"I'c 0 4d ,% \ z 1 \El Cn w 0 La _ s❑ � S-4048 ma n—,.s 3NrlH3JY?( d i li 1/ 44L I j o 8 0 pl --w- _ '�'. w Cal s I J $4. ••' lit r I j - -- 4' i M -4- - - -- I i -—1 B®® ® J � t � 4❑ c N ^ $ � mm i 0 ,i /.-- ---.--- _ii._-- --4 §4.." s I � 7 7 7 NN i .4.;TAW 1 1 In ghiNq .0241 f; ill 5-- @. i i �/ 11 W �� . I+. a j 6 `` pp p tail C w O i „ J� by 3o fp \ `L F 0 3Z Li 1 a g4 gE h a i l iN afflyill ILI 142 <m iffiltil u= @ I: r ....,.. 1 , .--.'4,7 T---- Li O....vg 3 ._—�_-I{µ� � ..I �s __�_ —_—_-- i .- 1 $ L Pg110ffi P4. © on LIndL�_` ° i o 3- PR ? 4 N , ' 'I® m,s11 V z i a°'a °c C7 till! �,� g US liiNilid- -�r�---un I1"�. gym— is�5`c$ : g,,S i I#'I TE a? Q, . `6' 3b 1 -'�' zIi 1° °as•-� �l z � i /I .1 Ii a° S c,° rn .—� # n .S�o aav nn In. a,�° 8S d ~ R 1 F6-4,t6,, yy gg S ta' n L -` 5# ® �' - cga..b t 9 z ®m 2 1 X 0 nails n0 t•-it ggs II► b < mat i®♦- 4' .� N t q^ Its ..!_ 1 p I+� I '- I •--N O-r--!l. p 4 4___.__—»n—i--i—i1--15_- __ R i e s .lila @ I IS 5' I III • N .. a.•Nnwn 4211' 11 4411 1 iiiiiiii . I IN" .FISI74F. E g li I- Q 1 I �� N J{1 r0 8 I 11 1J2 III ®- a—I I "'' Ii "f ".�" s 3 i g$ — L I -----I Ma,'6 S-1,01,2 0M0 an 3Nf1HDLYV 2 a r a w:•r1u nrn rr fI V�L tma anw nnrkz/V drn IR4 yy co S\ \ F a c„4 .v:3 1 i 1,❑ W x '' I _ o •s i5 4 J no!uj I.7 N w ,„ $ i \ I if yy 6 1 i n rh — N O N - !s N1YM7Ci z= - '� g J T '" D I U U v e$� s d t9 Q Z w .°i a i g a l g 3 tV a!W a 1 O ^`\ i I— co QNO S *1� O Ii 00 309 3'O O i- .p.r i°`o o T • O W — X00 ■T l.��5i i% ❑ - . F°EC11a.3 ✓ 9-40•18 OM 1335 3NIlH31VN! _ �1_ — < m a g ❑ 1 ` R r` ••$ 1 9 g a _ 1 gg a Eg I Is mi O l— J O ° .§E © -I.�I II I i Iii t ill ❑ (0O E I �i I'�N . '� ^� l a '3 1° I I I n ♦ n _.-.-__ __ - _....1 '< ❑❑ £ " as-a ❑ -�------ 0 n A ..< e I, ' 8 ,11! .+ 8r jl 11 n ❑❑ '--❑ I I® $ 41:111 g 11 I y Ii d o r` s '74 a II ' p b p I I \ q D n ___ a 0 - -9 Nil .\ _ 1i W u� a Q -.- 7 ° r AYMaR.T1Yd 3 I Q „i �s L 1111 § ol� ��! s iSt,I I+ /IAA-d) - _ ° _001 -J y1 11,1 1 �9 m 3 // Zoc�� J U fi II JF itit II �__ , is 1 1 il in 0 —7-- 1 AYMWlY nit,/Al N co 1 ji 1 < c .___,[1,1 'a. �d J101-L @i€ I I / ®R I g`AW 2 q <m I I i 1 3 4I` $11/14g Pi: 1 i'l li gd__41-.41 I il 1 I/!II— g oa ' lill tt-0 1' -m 1 -...:- .4--.- 1,!,trAlla14,1 I 1 /111 's1!2 1 if k _ , ..-i. ,,i:i . .1 j - 991 p�.W-j •DY-l� =1 = o m ' z�I LI. + _ • m 4. n o g' YF 3 ESL __ �1 -I i li � Y-tak9 AN 33S 3NI1H31V8 1 iav WM cn ITV OWL MIL la'W LIOZAT/Y aWa WU CO Cm M u��3uo 4 . V 9 .°�aao'n ` ° Z M 3 ° \ .. O caoaa$Si 4 N gfON Y r\ —\ \ y 7 to owglac Av` Ed's} V3 ► ► rc o a .s o t" E8 0 ' y p 9r a ri c 5 a `. 15 nrvurw� Z= sc =j I •sc I ° lv •' ` =v a°3 VUI W O{�..?. O t- O U 21wo0-..,njrn T p .p rd d m d ® 17 0 w O • Z =ab3 dS (k vlf7 11: a {A 0 VI U 41:7,-:!: Lt. 44 §1-4511 d0 e O-•I 1 r 0 ic i°i P mm ozao ..,„,1 A 0 i. 4'0'1111 i L-1,049 0M0 33S 3NIlHOLYYN t o fr =r_� - _L_ —, m 1, i 1 g I® Fl n AE N N tl !Hit .U I W Z . i II VII al t i ®El 0 I N <i ❑❑ 1 2 g t- t I I ° nN Im n � t r N -I 6 92 a§ 4 .4m Q � ❑ ii i 4.4-x-h -4"-j- rg FR a it B® ❑ °� 3 1r.n in S; G It 11,7 N M � ¢ 3 Oti li ..s I I! < SSe QN _ II c N N T. -III - Hi•I•�. n til B 1f' 8 �1, . : ra �a i _11 I, n I ° II II i 1 _ v ° a'n � E p' �� J Q- 3 - - 1 , -! — g i s OE B s0.' I f -•"°- @li Q I III I �- Ni - ry I WI I�® I( agg 11- A ,gm 1,9 i 1 W w i n 1 < a g ).,i 8 4 N =-- 'All! R g it ag'ili' V :hg 1 I! 1 1 g wP�3I r3 X^ Ogmo L1�4 i- il�GI n f �o F �� 9". - A eel- 1 ii $ 1 WOg. 71, m ® : OIX,e(AlgE q° 1 I in 814 g§ yy�,z 1 L 7---------- �S - ,00t—t — -A s - ',.cUtw og oFc4g�'i `I- n ®f g e l' °S iw �i oo �� A $ ° n Y n N o p ==a P'A t 7,..., Y N z Pj z(q 1 X 4__ i S-1,049 0M0 33S 3N3lHO1VI1 i „au ri.ru m. wv c,.,w,i nwu trcu xw./ciN mvn irtu i 1 M Ds by o CF t Y „ ,\ .,_&.. —.\ W b 611J :llL Ih °i j Q �'.� 1 151LY z' - NO= m n0 -- �g F iu - ...,•::.! w,0 U 4 •U O W • , �.W O v`0 v e m i•(� ❑ 411-1.11.1 g 1 I 8-4049 01,10 335 3NfHO1Yfl t d 6❑ 111 = r.I it= Ih{ fi El I _, I Fr rnr�o Lrfl a� _ CR lba� � R91 � 1 I .. I Pi t.. e a 0 i 1 I : I 1 � --- , I � o ( ,® I ! _ 1§lig 6 TT •Li d ii, g ii j '.• ° a o 6 >I �Afr iI� '`A � P O ;L . i0 :if S‘1,-T. I I=x+1111��.I illial ' �r�' " 11 11.•`1 I II I ®E!❑ I 1 'a Iz as ^ 9F !'a ig I f 0 I� w 3 iiiiiiii � k T g„ $ , a i € a 4 ® 11:'• 9 ln .Slit �g #O 3 1 11 1 :l i e L‹ ^_ . K i� r ®111:fff:—:1:41i-i r: I F r-'- �-1 N } ji °iii J e V h i 1 i3 j rig 1 1 A. �N I °I II I! f` r ° ! Q 1(I S g)-3. ii1 \/ I/ 2x Ala I@"n z- j' _- m-L ,Klan o1 ,! / g < l ' ®A I-L- I Ib v' ` _ ..Marl ---- R HMI- gi h 5 e% 1 V. �1L�r 1 1 T Y 1 gig!g Og§ 05E2 6 © _t lig !:/11! 1 1 1 A 1; ig 1 I 'jai i' S t h II IMI 1 3 2. I 1TLIT .h r, N ^ O g ihg111/11! i -_-`- 9-4048 SAO 33S 3NIlIIO1Yri I OS OM an ILV LLIIC4L IAY JD1d zloi/ci/,MVO 1071 a) w " 1 =f Et-i.. g o c wa° 3§ z oe 1 I-I o i3 !E g wn I \ u MZ \ ° mo o t r L ° b _ b3 �® U - mm d� sew S 2 n nn,.. a sa a° § z 0 ❑ 4°lS�,- A 1 _ 3 I it W9 ' %.,o m aO i -• N O W (). �❑ Nx .(te i r - R @ R .3 /g I o �'"� _ s ><2 28iI1 ®® ill . !tipl Igl ,,z' 0 0 0 O 0054 100 // r a 1 1 4 6$ m Eallwiqii $i _ I I l . On a8oE j, 1E1® ❑ // R 0 P 0 1ri€ 3 g I =; s a . o_5 / Q Imilggz ® np 11j1/§ 4 glt 0g1;111 / 'd �/ 1 �W I I? 1 g € 1N _ / 3 g l ' / ' I t_18' 4 y 3 Q,° b di ii / / .��s i § I r V o0 °o / / X�� F x / / B. t X ,4 e>,,,,,,--- 4li V a I=mo r'!!' >'''' 1 5 11 v.16, - ;pr,-, / / 3 ,,u7 /IQ( , 7 b' A. ,I,4 / i i I 4 EV . :1 . 111 " 11 I - #ter 1 1 A. 1 it , i all ° i,, I Lhm I0 . I q f � _ ; 0 I lit 1 Sn L-404 a 9 o 33s 3Nf1HOIVY4 <i, J • t n a _ ° g MIN i vml muwu nn my nn ucv>7111,IA11 7,4VleLh alva tau I M co U .1.120 o i c9 ❑ 112111 °4t� I i am Z 2 i \ \ ^ Lai ;' 45 d Z I Si i pa 11 m �� HI \ z O °- 0 r 0 Ul ti. teni nT nm3 ii V 12. • c _ 1 I r QL VAPASI US-311W 1 � On Z i Y� J® --- 1 I,Fr 1 (41 ° �_ W (] ®e'X Ijl § iHi / triliff k,,_ . i / * 11 1 R !elm / /. 14/'' J / 0 0 —0 / I lig! I -■- 1/4/ 4 '' , / . il DI Bp L3 p "ii \ / C`3 1. .1.0� J a _r---C- R€ @ z r f n LAI 1 V m a10 " la I > a-0 ' w ,/// x I 2 Af. I 1 ; /SS C P 44,6 ,/ � _ �, 'I 1. 1 tci—g. 'gym t a a T. 1-------- PHU . E < SlegN I i I 1 I — co '451,9 Pg:12 W 1 w 445*I‘N Niginhri 1,11“- . . 1 1 i ill NOISIA321 31V0 •0N ON mad runese r ¢ 1 o CO M JM0 1VN19IL�O '9/0£/11 0 0t48-96-8911 1 ') i s 8 :� b a co 310HNVW riln8-SV LO/80/01 I L6L6LZ 3 P 3 I Q o B� O ££-WVHS 01 AOLI#11A AMU 180 31n021-321 LO/11/Z1 Z £88i'SLZ re CEE o m o ro ,� 3 Z m�' arms! SfOSI81H A$ONV1S1 S1 3SI81H OAS 0 s r_: M gm-3=z.-!� Ol 318V0 Tind 4 �SX1'Z 77 !fSUV1d TMLSNI BO/ L/GQ £ L£t�980£ - iti-t-i .m� } N cn Zo O N cLca n M m 8 a ° 8 m d 8 g�0cW r r CO o to 0 a lei' °'_' 6 z If1-4'. >-Q m El m t0 } E J! c ci o a 2 o W�3II or 1§ i tE LI 6 ECi-2 0 1 0 P i °' d 5 °O z ,-.0•-NP7�tn ® cm 5•d -.V)o_ 1 I 1 1 I I I w Jr) L 0 a. °0 Z - t- •t d-d' 'd'•t Z m c 0 O m 0 0 0 0 0 0 0 � a C a.� �Z d-d-�r�-��-�- z - ►-.- v W CO J., U ter.t 00 ao oO°J°a oo to v m i'0 o C4 0 Maz D �; O Uj wag.(73 > c ❑ Z 0 H . CV T't d°LO 10 h a P 2q)"5,' 0 0 G Ce ^T Z •OQ10000000 -J 0 can.G d r I 0 -ct-M�rst-Nr�d•*- < O_c E 2"-' o W d•- 0 ..J)O Moll°0 Qo 00°0°0 o O U O c •� U N W m 3 U�Cy . 7 44, tY 00 4 M +4) CO,.d O C II v / \ 0 )( O // \ ``8? o.acn O V ❑ \ / /// \\` �C O y CPO ,- C V C p® zoo A \ ro> >- o / \ i=E�v m.i 0 / / \ 0 \ \ 8 // // // \ \ \\ \ Z \ ❑ / // \ t 11 4 ° a m filift0..thl E2 L.,1 ° �(1 <o�� I � i 1 3 ? 1741‹ m i W� / \ d0" I„. } QJ Fy� m D d J 0D 0 1 JL�� a Zwv Y °' s2 ° ' zS �U 0 to ceto to cc z-0 U 0 zg� z�� I ~0U r I O a m 2 z(/lt\ O 0 d >- LIZ' < / g- 1 \°_o \\ . / // / 4P IX \ 0 \ / / P80 5„8o&a o 0 \ lcIS SIMI N / / < ge 3 \ 8t+Z0 Q 1,8g..,4 90 '�' t ��So °Jk°Wt=°oJr� \\ // 0 0 0 Iggliicl aRi;■ 403 ��-, Ln Y TF� �e2&i3Cc°i3 lopt,,E Q x- i lo ul x oi -z a.0 d N c 0 Z : il- M mo- '^O O O z 1 D ME 02n tp ZIII .1w�0_r,•1 .7wvu Ma, nn'nn:nn m i In'J.J 71n7/P7/a. :71Nn IA1 J .tvrro.r- --_yam::nor,,., £6&7!- -fd.8lY37'" ..,,.,%.7='l O.1'��•r:.tie_.e:�✓%O///��!/fAII�1! o w K'; uws.w X x••11 mmom 1.- . O `CC ,yr�r.�� Y- 2S ` 7aaa ''T "mo�7 R 7 ` � .I 1. l ee r�:°.> 8-g.;2-.7-2 �N 4 i �,pi' 6111 1 3 c bl aca 3Z2 pry ® t if fri fEi' • R4f ftj �.•: _ -'r ';! }_ t i Fi EE ?id.#�'7'g� `4 'I: -11'PI 'Al•6 • •. �� 371,«{ 1 a ' ;Ill I 4 '�'•1 f, ;.'.) 13 l-• 'aF r?+l �,•,'. 'I is .. •'Lb Wd 1 '.i a �hh'��tl. Ihp. I ,.. .IAy r ' i • 11 1J1•I tl i lar§o�: ^ I y !'�Z��1m gi ' =W y oo• - - -3� •. 1 - 1,11- 1 .•.,, 9 ... ...• • I .. r • , t .1 . l?' _c� ig 4 y + �` I' I. 1;bbb333666 °� i C1 P A J ' � RS R '� r• oA +r•h t + M 1 1� ti.L�i ;c 1?, • ibp $ n•1 s .. i t• t' 31liMQ C t4iBIH�' +y'" £�3 t; • $ �k i , g 'fa • g•�aa 5� .g & .. Q ® i �pi�n �i�i'q �� ∎- � , _S t.. •• - I .. lgrI 4...`4...�`T i�II- .A • . y F 9�-�•., ' Iitii i : ; ! F'!1 ,II pro__,,,, ' > ■ 'S�i y7 `et Jao 5 5 P Z'y +I ,('+ ,. I 1 I •.rj a, 13 (., $a°9°° Y R Zm `: Willni l/liMP AZT .'C ♦/rY,Rt; , l! -. SL7\, !1 �'Ocd9r�r�v' ®® ®•c� r 1 •� - Oil. Yw • r,� 1 V o 4 T,a� , i g®E I• ilial ii,11 Ili a- ' '�f 44 ®VI. . : ' ' Aril t I•I 1 ;• n t $• • ij:i `�., i i z of iv D ; $non nm ,• 8g i I p I 1- N °, I 1 5 E i I W =taro m iii j;,,: d:', . > of i I° �w• O• n ' —tea- m • -4:4.41- ' I .. 1• • t • 3w r. • 1. f . Y roc IL —a —IM MO <Y j .. :gyp 1 • 0..su...> p . 1 ►`W In' ,,AYmdtW P4An i So1 Mllrixa ! • pig '� _ _ 3ma Ct13S1911-1 H1tlON °I..w •a•' N_ ;I !E83 1 1 • • .1 ' w � � d r ° .1- ON:+t.,,,,_-_,' . . ithb11133E ggixf :�•. it�i;�,. •� � • ' - ' iglu Po ° •-g' • ;84miki: llet !ii ii I Oil NArk • 1 iisC_ Ot .1n�t :a3i� \ ....ni 1 1. k 4\1",t'.t.4 S\N. • . I._ :‘ +,t-tXt_12t-**-1 ...a.-4:-4,,,,,,,,....,,, • at W �`� �\ Apo• I 111 • i e47 r . #a • Ow W p, T N O N 7 Y 7 } 4 t } 4 •1 1 1 1 1 ° r n,r:fuu11,rV', N,12mII qNl IR1A il0f/R/•OlW 1QLI — , !� 0 Yi.i-•+mn°no°I nmi°; i 0 Q m ❑ t u 1. n i t N u N§ I N UN Two.-6 U 1 :'-) mao0 'I i N R Ii w 4 m a a} ® dddddddddd 1444 t z v EEEEE.gE E 22i Lil dO I 8.3 z mm mmmio mm mm mmma 5" W i z 0 I W p a L ❑ y_ 1 t , CC m R UD ?• m r°n 1 i0 o'NMa ma a r..'n n n •.nnn�p Ids ma N++o o n corm nm TO; mnNCy:p -n n F n Mi n I• .b.0 r IG-E.N N Intl)I,D n :n^N lii N N w .N M✓�Phi M Mi 1'1 -,9 h n 1'i n Yi;i M h Z 1� ❑ I m ' 1 8; apt ® dill ;IA IN1 .-•r o x°ii f= r%o i%ro x�xE io x°0 x=te0 x r 0x o f a-.o 1 EN II El BE O N b Ci :161T, IlIllIlli N 14:. ,IJIIUIIIUIII ❑❑ W WM ,1111 RIM 2 n F Q i I" 7 I I I - .o L- - -o n C c- a A: . C C: .8 C o• A-z N.p p;;1; 1• ® ii 1• • • x ri = • N x x • �_= x = - = i _li 1 o li "'"1111111 m m N iiiiiiiiiiiiiii -if I t!Iiii 1 , a q o IIIIInnuuflIili1111 II' klilk IEII M ®®111 r1IIIII I -II ' N ` •a L d iP ! r a mom 'm i , Sm1 d Al . _ v l xd ® ❑ ❑❑ n�ui Y , t= s a° 2 k! (y Dv C L l %%x %% %%% 114111 xlx .A +o I a .r r>a 5-° .1 hZ .° .i°t=<' .r 4,^ -f::t:. 3q 5 i•0010- 0000- -oo oo oo 2.g:d' - ��\ eY:��. -e' ��- -w:-•�. + a- .,+e i 9� 1--i!ll JI i ig 11111111111 Mill 111111111111 1111111111111r III -11 1111111 J it 1111 n in 11[U�n vQEEVa ��I tio iii iiiiiiiiiiiiiIiiiiiirilliiiirliiiiiiiiiiiiiiiii N x 9 y J - = M I IIh iIIlENIIIIII IM NN N NlliIIhIIIIII I R IN IN I I MMI O ml m m m m•� � ii1iiiNiJiiP! -s sg 1 _ 1111 1-„,„ F NfON 05 1f1 m N MM hn NNi\N O I�'�05 Ni N 1`:''(V OO N OM b'Y) '' C Yi I8 h'9 fG 1;p- 11111111111111111 fp Y h O II7 Ol 7 01 M N m 0 m h h ID N[0 10 5'S r � � r IO { Y� 11111111111111111111111011111 Z 1a O h� xxm h N h ; V 1111 11111111111111111111 U n O b O N O n ! 1 Nil 0 r 0 2!INhiIIhIIiD ~ ^IIII •iIlHkllhiEI ` 7 m m05O,a I IC!IHfIIlIl ' 111111111111 J 1 N YN N W j N , NM- ; A F { 1fiN:7iYN OY.i flM Zt55a�QYILL 10?d ZIOZ/i2/1 31Y0 101d T i2mo a • Li,O Z 5. N G fiM O� z . CI c i? ''N * g V m�t 7 m m m 4N i g 1431 2101106 33S >n o E N ° a liT r • 'T.1454 f i I m 4 .4 <II III III 1 Q .-- *,,,,,..1:._.,.., w ❑ I III III ' b ao i 222s= - i I f ill I ii — I a; /�' '�' ' A 2 " I J aauor wrs III \i} Iii [6\ �� • \ ° ® 11 I .,' i7/ 1111^<. a = ® c� ll,,I t,�, i „s' ° , p A e <If 111 J1 <� Il IJ�"nm4 OF. •I y s 4 j I III 0 II < 1 1 l 1 g @ <4 III I T --- 11{ s-rots , s8,->aL fL �I��I��I 31.1 - - I ITT L-t:t: —T'r.-rota I I 1 l� -- I I s-rats _ al-tote ? I I Il i ®®❑ I I 4-rove 8,l-rota �- Ill It 6 ❑❑ 1 2 I i 11 amI ° Ile X40 1 § - , I° I II --r— v n _— s I LI 11 I - u ,� I I I 10 l 3 u l S _: Og 1 111 �l i 1 4 �e�-�. , ll - s. 1 , tom!" I g III aj< I $$ 0 °$� a R`1I o 1I I I G a ilia $ III m° al l" ` e ° li I'. g± ° ° ..fist® I; III 'f Ir 0 I I1 o 1I I QI I � n Ems 1 ( I i! . ! 1 111 'III I !i:i' "s I I I lil = '� III la ,0 Qx = II 211111 ®® ❑ 1 I I,8, I 5 S5 ,� " ! < o Q oo ® ill fir _---III I �a .�e= .. 1 i I-----��— I 4 !� R% 0 1- a� ' °� �go6�� -KIT! IN I � j cn -" I h 31 " v8° 0 I 1 nI'1 21 1 I II m o.a . �d II gill I ail i i j I I" °.g o 8 --f-en L-4019 rl-tors- I al 0 ICI V° ° 3„ -I--------�Il I T1'. .:(1 g 6'.1 I I ' o o>;>, r }I 1 T 9-2079 £t-tars- �'-' ; -- 1 ra r-8,042 1� l"-tors ,. I l- ------- E.o a. Q 1 ill $ T' q £-t04s 01-rOte 9_I I< p FI - 26'i , �,1 111 ' il i p (`I"<� _ g Q m cs I 111 ill z4 ILL, Rm 111 i ! �$ � I iil !III lI II Iil — m. , I l l I ;HI I J I r ►JJ vrr I I R --'--.a7,--r1 $ a }} JJI-- —�----111 I r ,III vg 11 lif 1 1 III Ili Y • °III 4 7 xly1II -III " # � I o-"nL<S1n O 1u " II . ° m T 333 m m ' n II oIII 1 giiiiiio eI1 $ I i - 1 1 8n R - I I °. .�. - , 111 l a�m40 :4 e` 1i I 1 °" IiI1 <4I I o soi I " ®8m • I 1 G sl —I� U Ill 1 K.1 I I < I s I �-- °l I I III ;I'E ss 1 I I( 14:I-I; l p I 1 1 I�'I11. 10►x II ^©� 2<1. LII1 -�1—F•___'_ I i 214 g 1 _ _II �' **III III ' - E 11 a .I I °s4 �'� a 7---gilt'.1.1 9-tors I_,_£8,-tots I 14- _ .1 a 7�<d III I i , s<le $ 1 I7 s-tors at-rags 1l I^i^ _-i a I 1 g t-tote L o1-4049 : I I I 1 ' gPle le .i: JII 7 s j I-1 z-rata F 6-2048 i:TO i g ¢V Q 4 7 7 1 I I!Os Q i-I y F. "(14 ?=J��!nd I(i�fJ $ o T11 ia4g"iE E II^mi,. mbs�'I 1g sp EIR lm '1.1 J< < ¢ n ml$ .�i°n °� 1 '741 4‘VY ® l /' / Nhi i a 7 gf l I Li 1.4 nm 'arrif w1 ,j�.1r�3 gi\° ,�//// ill 282 is I I I I iii iiiiu -q °(f t \4..,..„....\ 4V�/fit R �� / <II�m� ^� i'm6,4 ."iv_��< < \ -+f'i 211 141 T.. ..J c�-4 F Y-_% 1 ' li *1_ '� n >M I R I' /ill i'�° �.14' lit 00 I Itiiii14 " - .Z V I r2 ®- I .i I _ I ---- N.ra f.or;d) 7. a plisT ��-i $4 III II<�I mu sri 0 s, 131 Milgg41 �ilili III I I lya n F 4 mm 1 115 <mS/a I 1�.__J1L_iHala d0i 33S I L uy r3WH On EY 111w ma 10.1. ZIOZ/tz/s elm LOU I