Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Backup Documents 03/12/2019 Item #16D12
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 1 b U 12 \C. ç THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be fors to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. **NEW** ROUTING SLIP Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s)(List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office ;:l 4. BCC Office Board of County CommissionersN"v\ \j— v / \ 14, c �� 5. Minutes and Records Clerk of Court's Office ` 2 '�1 Yom` ?ji PRIMARY CONTACT INFORMATION / ' `„/ G l Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above,may need to contact staff for additional or missing information. Name of Primary Staff Harry Sells &Tessie Sillery Phone Number 252-4980&252-5840 Contact/ Department PublicTransit&NBHD Enhancemen old atm) Agenda Date Item was 03-12-2019 Agenda Item Number 16-D 12(8051) Approved by the BCC Type of Document Attached FPL&Vanderbilt MSTU Underground Conversion_ /Number of Original (2)Agreements Agreement v Documents Attached PO number or account number if document is to be Fed Ex Acct. No. 952661159 recorded SPECIAL INSTRUCTIONS: Please send Ilarrv.Sells colliercountvfl.gov and"fessie.Sillerv%iccollicrcounh p gov a copy via email Fed EX (1))original; 5616402512on Tom Allain ?hone:. (01-(16L1- (1(�L1, iZ D 1 t FPL/CSE •.� �-+ �,J lU 6001 Village Blvd West Palm Beach,Fla.33407 INSTRUCTIONS&CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column, Yes N/A(Not whichever is appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature? t >� / a` AC �' 2. Does the document need to be sent to another agency for additional HS , signatures? If yes,provide the Contact Information(Name;Agency; Address;Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. HS (All documents to be signed by the Chairman,with the exception of most letters,must be reviewed and signed by the Office of the County Attorney. 4. All handwritten strike-through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 5. The Chairman's signature line date has been entered as the date of HS BCC approval of the document or the final negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating HS where the Chairman's signature and initials are required. 7. In most cases(some contracts are an exception),the original 138'" document and this routing slip should be provided to the County `�(� Attorney Office at the time the item is input into SIRE. Some `V `_' documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 8. The document was approved by the BCC on 3-12-2019 and all 1.1/A is riot an option for this line. changes made during the meeting have been incorporated in the attached document. The County Attorney's Office has reviewed _> the changes,if applicable. 9. Initials of attorney verifying that the attached document is the N/Ars nOr7in optiorifo%this line; version approved by the BCC,all changes directed by the BCC have ,n(�, been made,and the document is ready for the Chairman's signature. 1 I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12 16012 MEMORANDUM Date: March 15, 2019 To: Harry Sells/Tessie Sillery Public Transit & Neighborhood Enhancement From: Teresa Cannon, Deputy Clerk Minutes & Records Department Re: Applicant-Installed Facilities Agreement w/FPL for the Vanderbilt Beach MSTU Utility Underground Conversion Project Attached for your record is an original of the item referenced above, (Agenda Item #16D12) adopted by the Board of County Commissioners March 12, 2019. If you have any questions, please call me at 252-8411. Thank you. Attachment (1) 1 6 D 1 2 MEMORANDUM Date: March 15, 2019 To: Tom Allain, General Manager Central Maintenance Florida Power & Light From: Teresa Cannon, Deputy Clerk Minutes & Records Department Re: Applicant-Installed Facilities Agreement w/FPL for the Vanderbilt Beach MSTU Utility Underground Conversion Project Attached for your record is an original of the item referenced above, (Agenda Item #16D12) adopted by the Board of County Commissioners March 12, 2019. If you have any questions, please call me at 252-8411. Thank you. Attachment (1) 16D12 APPLICANT-INSTALLED FACILITIES AGREEMENT FOR UNDERGROUND CONVERSIONS(WR#5686943) This Agreement,made and entered into this 1 o day of m C.'n ,20 tq ,by and between the BOARD OF COMMISSIONERS FOR COLLIER COUNTY,as a governing body of the Vanderbilt Beach Beautification Municipal Service Taxing Unit, (the "Applicant"), a political subdivision of the State of Florida or county, with an address of 3299 Tamiami Trail, East, Naples, Florida 34112 and FLORIDA POWER & LIGHT COMPANY ("FPL"), a Florida corporation organized under the laws of the State of Florida, with an address of P.O. Box 14000, 700 Universe Boulevard, Juno Beach,FL 33408-0429. WITNESSETH: WHEREAS, the Applicant has executed the appropriate underground facilities conversion agreement ("Conversion Agreement") with FPL to convert certain overhead electric distribution facilities (collectively the "Existing Overhead Facilities") to underground distribution facilities (collectively the "Underground Facilities"), as described in the aforementioned Conversion Agreement(hereinafter the"Conversion"); WHEREAS,the Applicant desires to perform itself, or through its Contractors, certain Work as such term is described in Exhibit A associated with the Conversion; WHEREAS, FPL is willing, subject to all the terms and conditions set forth below in this Agreement, to allow the Applicant to perform the Work based on Applicant's assurance that such Work will be in accordance with FPL's designs, instructions, standards and specifications, and such Work will not adversely impact FPL or its electric customers; NOW, THEREFORE, in recognition of the foregoing premises, and in consideration of the covenants and promises set forth herein below,FPL and Applicant do hereby agree as follows: ��;�o�r�lf���v�tlrfia�f�A�spird=arif�h�ll�oi��l�,cvxth-atid�b�d�b�-tl��zlu�emetrts��t�rhs; � and conditions of this Agreement, the Conversion Agreement, and FPL's electric tariff(the "Tariff'). 2. Conditions for Work to be Performed. Applicant shall, at its own cost and expense, perform or cause to be performed, all Work, as described in Exhibit A, in accordance with the terms and conditions of this Agreement and the standards and specifications shown in Exhibit B. The Applicant shall provide all survey and staking to ensure that all Underground Facilities are installed as shown in the Conversion Agreement and provide As-Built prints to FPL within two (2) weeks of installation, signed and certified by a Florida registered surveyor along with a FPL"Redline"document. 3. Commencement of Work. Applicant shall perform the Work, or any portion of the Work, only upon receipt of a notice to proceed containing the approved drawings,specifications and Page 1 of 7 (Rev.14/23/06) 16012 instructions from FPL ("Notice to Proceed"). After receipt of the Notice to Proceed, Applicant shall provide written notice of intent to commence work to FPL at least five (5) days prior to commencement of such Work. Applicant shall not perform any excavation work without first notifying Sunshine State One Call for identification and marking of existing underground utilities and complying with the excavation requirements set forth in Florida Statute Chapter 556. 4. Materials. All Materials are to be supplied by FPL and shall be picked up by Applicant at the following address 2455 Port W. Rd.,Riviera Beach, FL at a mutually agreed upon time, 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. Right of Entry. FPL reserves the right, together with its agents or designees to enter the Jobsite as it may elect for the purpose of inspecting the Work, or constructing or installing such collateral work as it may desire,or testing,boring or surveying,or any other purpose. '7. Inspection and Correction of Deficiencies. Page 2 of 7 (Rev.10123/O6) �4(� 16012 ; 7,1. All Work shall be properly inspected and tested, if appropriate, by Applicant and shall at all times be subject to additional inspection by FPL and its designee(s). 7,2. Neither the failure to make such inspection, nor the failure to discover defective workmanship, materials, or equipment, nor approval of or payment to Applicant for such Work shall prejudice the rights of FPL thereafter to correct or reject the same. 7.3. Applicant shall correct any deficiencies found with the Work, including but not limited to discrepancies that are inconsistent with FPL's design, instructions, standards or specifications within two (2) business days. If Applicant does not adequately rectify the identified deficiencies in the required timeframe,FPL may, at its sole discretion,perform, or have performed by its contractor the required repairs and Applicant shall pay FPL for any costs incurred. These requirements apply whether the discovery of deficiencies occurs while Applicant is performing its Work or while FPL,or its contractor, is performing its portion of the work. 7.4. If any Work or part thereof is covered over contrary to the requirements of this Agreement or the written request of FPL,it must,if required by FPL,be uncovered for observation and inspection and covered again at Applicant's sole expense. 7.5. If any Work that FPL has not specifically requested to observe and inspect prior to being covered has been covered,FPL may request to see such Work or part thereof and it shall be uncovered by Applicant. If such Work or part thereof is found to be in accordance with this Agreement,the cost of uncovering and covering again shall be paid by FPL. If such Work or part thereof fails to meet the requirements of this Agreement, Applicant shall pay all costs of uncovering, correcting, and covering again. 7.6. Applicant shall pay FPL for all time spent reviewing and inspecting Applicant's 7.7. No electric customers shall be connected to the Underground Facilities prior to all deficiencies being rectified. 8. Indemnity/Liability of Applicant. 8,1. Subject to the provisions of Florida Statute 768.28, Applicant shall protect, defend, indemnify and hold FPL free and unharmed from and against any liabilities whatsoever resulting from or in connection with this Agreement,the Conversion or in connection with the performance of the Work by the Applicant, its employees, Contractors or Contractor employees; including but not limited to payment disputes between contractor and Applicant.Nothing herein shall be construed as a waiver of sovereign immunity as provided in Florida Statute 768.28. Page 3 of 7 (Res. 10/23/Ca) t-`40 1 1 1601 8.2. Applicant shall assume fill responsibility for all damages and all restoration arising in connection with the Work. 9. Design Work, FPL shall provide all design, instruction, standards and specifications necessary to perform the Conversion. 10. Completion of Work and Ownership. Applicant shall complete the Work by on or before October 1, 2021 and notify FPL when said Work is complete. Upon FPL's final written approval of the completion of the Work ("Acceptance"), Applicant acknowledges that all rights, title and interest, free and clear of all liens, in and to the Work shall vest in FPL. If requested by FPL,Applicant shall provide FPL, in a form acceptable to FPL, an affidavit of Applicant certifying payment of all indebtedness to all Contractors and a written release of liens from Applicant and each Contractor. 11. No Liability by FPL. FPL assumes no liability due to any damage, misunderstanding of installation drawings or specifications,or any actions due to Applicant or its Contractor. 12. Suspension for Cause: 12.1. FPL may at its sole discretion, by Notice, temporarily suspend the Work, or any portion thereof, under this Agreement when the performance by Applicant or its contractor is unsatisfactory by FPL to obtain the results required by this Agreement. If FPL invokes the right to suspend, it agrees not to unreasonably deny the Applicant from continuing to work on other unaffected portions of the project whenever possible. 12.2. The methods by which Applicant performs its Work are entirely the responsibility of Applicant. FPL's right to suspend Work is intended solely to verify that the Work being performed by Applicant and its Contractor conforms to the design, instruction, standards and specifications and shall not obligate FPL to review the efficiency, adequacy or safety of Applicant's or its Contractors methods or means of operation or construction. 12.3. Any additional costs incurred by Applicant resulting from such suspension shall 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 teunination charge,penalty or obligation in the event Applicant fails to perform a Page 4 of 7 (Rev. 10/23/06) 16012 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 incuiTed_by FPL-as_aresultof.EPL'stermination-ofthe_contraet 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-hi-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. tcitoi Pege 5 of I ;Rev,10:/23106) fit/ • 16012 ; 16. Applicant's Payments to FPL. Any monies that are owed by Applicant to FPL under this Agreement shall be paid to FPL within thirty(30)days of FPL producing an invoice. 17. Notice. As used herein, the term "Notice" shall mean any formal written correspondence providing notice of action, purpose, intent or the like given under the provisions of this Agreement. Unless otherwise provided in this Agreement, Notice shall be delivered in person, by courier or by certified mail and shall be effective when received. General correspondence is not categorized as Notice. • - I CA 0 • Page 6 o$7 (Rev, IO123/06) • 16012 IN WITNESS WHEREOF, FPL and Applicant have executed this Agreement for the provision of Applicant-Installed facilities to be effective as of the date first above'written. For: BOARD OF C S ISSIONERS FOR COLLIER COUNTY {'ATTEST R YCT.4 t K,.�,�'JZ L,CLERK 0.40 By. st Attest s$t7 Cha- n'sName:/ ‘‘ c - c 7ZNr- slglla:itre dill] : (print or type) I Title: Gr- vim (print or type) By: (signature) Name: (print or type) Title: (print or type) Approved as to Terms and Conditions: (signature/title) ji Approved as to Form and Legal Sufficiency: (signature/title) For:FLORIDA POWER&LIGHT COMPANY A. .rov-• as . f' nd 1,gality _..'� .. :. Al __ ear Sco t R.Teach,Deputy County Attorney (signature) Name: TA koxS , t(O •'^% (print or type) Title: 6t( Cen" Yttt Flit# e Ktinc (print or type) Item# ___ Agenda as �Z1)Q Date j Date 311 4 119 Rec( � /, CA 0 Page 7 of 7 Deputy Clerk (Rev.10123106) 1 6 D 1 2 • Exhibit A WR#5686943 • Work to be Performed: • Applicant shall: • Install all conduit and concrete products based on the attached specifications and in the locations as indicated on the attached drawings. • Install cable,transformers and switch pads including the primary and secondary cable terminations and connections. FPL will be responsible for energizing the new underground circuit(s)to the existing FPL electrical system. 1 • • • 16012 _ M (IAY 77.'9 3.7. '' a' U ` �wm a L !1 gr,gthso, d 1p . 7 Kt+z <,.t & ,. Ili/ 7iii k a r\ u z q r ❑Q qQ ❑ F(T' �7e. T- g Y P 1 Rkl o z ll e G 1 - i i6�'iitl t 31 � p Q Q unit k� c15.L F P n 11 A 1 11 !Pig 1 ii1611 2L!U I ; 1 2 t Alp„ Esyy ❑a❑ II a e k q' }Yyy PP n YII s 4ysl�5 5� k � � � E � 4 LI 3 ± z qk� 0� e�G�lS �'y�� ,f II 0 11 3 F4 a i —'q ihN e 414;110r 1tttE �t.,r� 7 1ii :i 1 iiiiiii ;ail! 15 i '. 0 ?. R , , 114 i r .11 • 0 w le I g iiii pgli ii) Iiii .,, .,-,. .. i ,,diiii g 0 R, ____ ii-., . • . Q - afAltgi e 2 i l E i o o418 g ! k' e s •""°oa.xxa®El®•• R e I J" 'J � y 1 c°Go . Y y 9 ' 0 ff a 11'1 1 Itl Vi _-=___--=---------.— `—� • 1i \ Eu !': ym nww w•: ru Dole 4w�o„ n:+/,r/•cw iev 1 tF� 1 6 0 1 2 2 7 7 7 7 - 7 7 7 7 ''r' T ; V V V / 1 V 1.4 1 4 • Tz.. r7,,i'F-:: '''' ''' bx8‘., . .:7 -:-..i-::-.T.•:: r..h17.-r..v.4..I.1.;:i:4:::-1.:•'717.:.ii'viF. i,_li 0 i E2 kl..:4'':...1.........:.p,;.:1•4,'1F; ..iiii,.,..::: .:1•=i1..:::.,....1::. 1.,1 2 1 1 m .:•..,...•.•,..1. !-.,-1......... .:::.• :r: :=;.•.::11.......!=.117:.•.:4-::il' ,,.,,ItO pt itt Sa 4 . ; ,..•:.••:::;::::[:::;E:-.1::::1;''' " ....,....,..i.•••,••••!,,t tr.,/, 0 ! I 1-.•;:f::-.71•:•.•n 7.7.17:.77177:7i7:-.•71:7:37:77177:1777977717: •-•;77i7:7:1:777;77:7r-7:177:1 gri§a,-d Li airAu AP' I - .:'+.:...;...,1..:::.11.....!....:...I.:.•:: ...3 ..f..:.1....,....i.--S 80 ai AI 171810 ONYA 0 ! •••••,••••:1:•I''..•::•••••-......--I'tr.*:-.177:717.:71:17774:: 7::"zE'-' "t-17:-.7 u.• go 744 El ':., ::: ;;A:::Kir:,,..iii:: . .....,,,,t,„i.,.,..„1 :1::::i.---,..-r... fr:::',774.Tt••••-•:•;1:;.1,1i"'";: ,r:: [Eti - ..I::11:717:ti'-:TF:.:::" Kuil a I 1V. Z '12- -10;:-.1:::••11,:-':,'r.::-;--..427.7i+-1.::-.-.•?:::::.4::-:- .1.-.•:-1=::[:::::4:71::::: -. ,•• kv 1;:;',..::nE''-': i:..:: :, 1: .;,ui 5 I ,-- - ""'''''''',.:::1:7-1-;t7t4FFir::-.1::-V;":7.ii"EITiEl.'"I...1...•al •---...v ,::::::::::1:: ::::1......- . ...,,,,....1„*..,........ , .. ,1,:,...::...T -1,F.,..r...,, .,.... ci <11 1 ca ..„„...___,E.H.::.........1.,.....*: :....i.H.,Ii.i:.............................................................................7.1-:?i•:-F..-::1:7:1-.7::N • 1::::a L P. .-rr r 'ff:'g':flf:-'11'.:.7.1.'.7:7=7,F7F"F7.P.IIT:f.U:: .......1.. i i 1,..-.4.H.:r--,.:-:..,-....,...t.,:t..-i--,---."-'"1377:17 :7:7:7177:7177 7177.4:: • i .:*21H-.:. ill • ::: ::: :-1-,717.r.:[:7: ::::1. 411,,,,:..:..:.!,.... • 1 .., ,"••....... " '4,1 :,..::„s ..e.:-.::.• •L'i.1:4.: 74:- 7.-7 • ;:1-:-...•!:...1.. 1 .ir. i• li . tt.)... ..1. 1:1 1 I - \....... CI ,-I-- _ . ............. .. H•.:F;'.• 1...1...i........... .v.:1:::,---;: - ....• '.;;;....9-1...t • 1 „:..,',1 ..1„..,....,::::;:...1.::•.--'- ' 'A"-.g t,--•E,6 1 I:::::;1;i::---1:-.:::,.,-i=;--...1-=1:•-:1-2:i.,»-••=::•.- 4-1 I -;•.--LI D n :-.71::1717:.::,.. ..ER 41-gi ifif,. p f r-to) li t .......1:::.:::.i..•!.• •?••••1. .... -..... ;••-i--1------.----ar--,...--i- ± :::-,:„. • • • • . S 1 1 ......i =0:1--•.....--.k,--:.P -.- - :.,-+4::::', - 7::,7:17:::17.:.;::::t::::,...•x:::I .• .• 177:1r- i..-•••0E -•:tni::::1::.1.::-.1.: !: I.,•.0 0 ...... 4.:._::::....-•-•-::.A.:.:,..•,..:,.:1:''- 2 i. 4:-i ::.,.........,.... s...,.....,...:,.......: i 11,11iii .... I:44'V.."'"-...."-•t it•i# .1-,01q1„,4g....k:1-...T.1:: ,,,....,..:4...:. -........4.-, ..4•--1 at t ,--,--i---,---1---r•-••P 0 ,,,„ e ,...1. .............:.•• ',up.v.;...:Lzi# .lw....,....iii-.1::::t:,•:::Riii.;:i.ii E A V I - • .• iliall I k 4.,.. , ,=1 144 i7:-.. I I it; • 1 J.( IK iiti';':: ' 2 I r--•` - -------- 1--I-F-1--I 1 I 1 1--':'"-- ---7r.,.T...; , -1 ,:"..., . ..-1--..1.. ...-......--i:::: Iiie: iii,i-:•„ii -ilii.•.ii:: • 1::::i4ii:i:1::iii--H-ii::::•r••••zr":+,•:i....-1-- :177.-0 0 0 11111 : 1 "A,. /2ii ii•-ill:i11:::-- 1.1:i:V.:.1.':::.1:::..:1.1:..41:::1.::::.1.1:z.1.::::. 4E4 ilia, I - I :.‘ri 1 • i 1 " -• it .. ......"'lr---:.---:.7.....'.•.:7... 1-.......7i..-77-,.,•:-•:,::71:=11:::':I P P 8 V I a= 1-..'...•1::=,:i.•:Iiii.:Fil:Ii:4. .„. ,,. ...,,,,i:...::::,i:.,::i1:::::IjE 1 I 41 1 i , 1--.--17:7--.7.ff.1-27:1-.7.::- ---r 1. .r. i 1.7:1-:;:.:1:::•=....i....I ) i 1 '$ l 1,.1:11:.:',:"".:...:1:.:44 ,....:.:..... .::...::-...::.;:•-:e-:'.1,.......-, •I-----4!-74•14:-:: . . • ••••''"''.7••••'•••••7'17'71-•''•-•1":.1......3::::)::::1::... , • r A,1 : l'F...:4,,,:i , 4:•:il':':-1..zi!ii:•:.[-F.=.ii'...:..iii'::•- •--. iiii-R1'.-:.-i i .:]:: ...::.. • • •-. --r--1"."77177::717., "" ...,7:77.•':7:7 777-.77 7'7-- -r-r.-...7 / . , 1:::ai::.liii:.".;....i1-1.........,....,...,....!....! . 1.. ;...-..::,....I. r • , -,-- --- -.^-,--1---1-4--4..-,---I---r:fl-:•:-rttl-',7. •77r.Tr: 1 g I I t""":1--, . ....1 . • ,,,.1 '1:-.:?....g.... ••1.... a 4. ..• .... ..r..i....,.. .,.. i .k.......;_ ,,,,.1.•_..1., 1......1 I i 1 , 114ntn•:•7:7717:77'1"-•:11"=_7:7.7:71:7.-.1i-4.1',7771....,....,...., . - ;•-••,.. i I • .....i.....- ... .....+--,----1--....--1--1 -ntiF ,-. 1-,-. d 1 I . ,k::,"... . ,, _ .. :j.wriial . ...:..[.... 1::: ::: !. i7:17-1:-.-.-.1177.•.. ,r.. ..3....1.1• i , . . .... . t , 1 1.1.::.....i.H:.:.1.1•11.i _:::Iii:::..1.:=1:::..i.----.ftl.,..,.;,.'1.::.....::::_...;:-.1....),_-:. -__ ! . ,.. kil ..iji:::!::::;::::1:::;Pgki;I::i:::,':F... ___,.,..,7. t! ' i. '. Ii ca • - -, '' 1 .i --,-141 ......1:.t:: I:;::•::.i.. 5 5 42 ' VintWvit .::.:I.pl..---i•........••••,••••,,-.1;;;..-E.1.....4.....„1„,..i....•.:.V.:.....-1...:1,::::F.•.2 ii., ' • 1,•-,:lit7r.-.1••••.•117:11.7:::i=1"::::t'lbs ::•:t::::!::::;/;1::::1--;....;• 2 li . • I - 1.1.. 1:::" •°:::...i.:.i.: .:11:.:.1:1...y.1.•.:.E.1: ..-..v.:.:.;;;.1.::.4-4:.1.*.:,::F.::.:4:4::4.... -..-t ..1..... „;............I.... 1 .-;••••.,.1.-.••••1•••• ........i.......1:.::.1.:4 A ,:::.:::.v.:3+.1::.::„.?..:4:.4:.:, I : 1 la li 1' 1....•1!4::.::Fi:.::1::::::: ::1::::1:::0 •••...:...:. .1....,.:•:-:.....:- l .:1:e.'"I'''' -.1 ' ''''v'.":4•-•..'...-.' -1-.•-•!1"11.717EFIT:":7r:Fill',.: :r..:..:3;:,T:„.iii-.71ff:i11:::.•,Viii..:Frri,"•j1.::it..),1:_.:1•=1,...„,:,...,,i,- : I; 1 ------","-i - 1--1•••1 . , .. 1..........:.:• :. :. ... - I !.••-1.---•.:••:::.•1::::.::: •:::•:::4::::::::::.:: ... 0.1„:„,,,,,,„:.. ••••......•.....".:.:::, ::.....:....: .--,•- .....1.., t: :::!;•:.....::. I 1 1 : • I .11,1......_ _, ,_. .F....]......,.... -- ,- -•••,---r•-,--1 I . , , 1 li 1 t1.,..t.--,-lt:::111: -.1....1••••1•• 1 • 1-.1.-- E•-•:-4.-.1'..:•:.V."1=1::::1•:=1:::1•1717:-.K.:--r-r"-.7': 1 :::•,-;=::::,:::: V . . , ., .,: ,..,.,„..,,,..,r i i 1:;77:t.:•:!i'lL 1..':;............................................le ::::.::i34.4:: i ii 1 ill I T,...f • .,•I-.4:.:......;.:1.:.I...1=.12.1::,1•=4::••• :•- .:::....,,.:,,:: __,,,,,,,,:t." 4.,........i•-•,............„.......,::::,::: 1. • ......-.r..1.- r i , ,........",,... -•_.- --.1---+::-, -:... ........:..,,,,-.,-1,,,,, , I I , i ' , ,,_.__, i I , - ...i.ir:m.iFi 1-:. tiF:1:.,r 4., :::1..:,„:„..:!:::::,,,:„ I t I . i , I 1 I-39-17:i" :::. .,...;:.•:.:1."."" 4...:..-.1:,.I , i o , 6 .1 1•••=1711:.;:11•••;;;• :..F•':•:.ill7Ft..:71:::SriqiFiWFf1.:: i :•.i.1: i.i.:. •I-:•-.1-.--•-•;- lit:iiii --:. -2}:••••-•--4,-.1"--.:i I i : 1 , ..r.-p ,.............:....1..7.... •.--, • %or......----- 1 ' it ,-........,:11,-..i...4:-..4....:F.•::1•F:,,.-...1::,-..ii•-,iii„,,,7:?..1:::::.....•::-.1,,,,,,I=..„,, • ,:,....1'...,:::.;::::;...,.........,,•..,:,,„„::,,,,,„„......,....,...............,... ...1 1,7,11F-F=1 5,..F.fi...;-•-•,-.L. .....1-i,:::1•••••,„„:iiiiiiiiii,,,,, ..,1„,,,,, .•• ,• 11. , I ,...-. •-....-. :.„.,,,,,...•...„.„,...,..„..,,,,,,,,,,,,,.„4„,„,,,,,,.,...,,c, ...__,....., ,-,:•1.......•••.....-.••••,.,•,....„........„,..,.........,..... ........, it-.4J.IL.:,.,i,„:1......4.,.„t..:.„iH.H.,:::;::.i.2....1...:.,............,,„,,....... _,:„.„....i.„,..., . • t i 4 , ... •r•.......,.•,..............••••,;•••F•••1....:.........:....1.:. .:::,::::1::::! .....:v: .: , 4:::1;::::„..,....,....1.7.7.1"-!.:::,-;::__..„_1_1.:••• .......i=i:.:::=1 1 1 • ii hi 1 ,,._....-7-----w. 1 ,,:---s:117:.3r:::Ii:::1::::t:::11::-::FFLI:::i:::i::::11::::1••• ...1....p..........._, • i n 0 ® . 6,1,1'";-•..'''-.:71-:'.'1":IT''':''',..,:;,!:........----ntr::-...,::::.liF:i...]...it;;iiiiiii;.ii.it % : . "•:,::::.::::,.. ---gt. 17-71,OCCI.,-..... , --,-F•%.1,•:•,-1-1-r•:::•:•:r:771:-.7:1=1.r,.. 2•1 11 -1 •..1::::,.:.:1::::,::::, J - i. .- - t /:. iiVE::1•:Fd1:::•1:-7-1----1-1 •::.::ow. .i:1:::11::::1:::: :1,...", . , •1•::•,ii...I ..::••:::,1:::iiiiiii •.‘ • P-1'1-•-1---1--•-i•••--i---1---r-r-I -, I -,- . . I 1-••+-•I 0 / 12 $ 7 - 7 / TYIlif fi4iiini I We ii.,lax:*an OM nght./f WI MI C 0 16012 T . :.1. ;•Kli i".•'t...` '-::':::3:71-:::1::.:.:1-.;I:7.1:,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ig 114 g k E .. ... .17;4.1:.21-• '-t-"'”...:...',..,::::1::::1:::•1:.,,i:•_:%:::!::_i:,ii.;.11 ..,Ito If..:.•i 1:-I:,....i.::-.-.-r-:::1"- '7:1::::1::::,::::1:::,... ;;;:!:;.:11,:liLf„„1,,,,,,,,11.. ,.. ,,,,.4., I:, ...zig::.1.1.i.1,ii:1::;1:::A:::!..17:.-.7:-.+::-:717::17n:r, i : t••••1::;:isi I.,,q,. 12 1 . JJ ! g \lb Et gel!! •......!••••.:::: : • ..;:,:x.i.., •----4-4---r--r...; m.,:4. a.4 i:::1::::N:.:]: %;•::,;,......i..,....p......i.:.-,-:-.11:::::1....1..•....!...4.-.1::::,::::1..k 844;.1 0(0-% ig11 ;tJ I Bi-k k1;1 r TF:t 1.:411A::-:.•::::g1;.::;*;::.1'.lAii: Firi"..::;"::1:.:.T.I d ' ,I 4' t§ a t g ..... bog, k :11°1 ••• 1:2.1i.;D". :....i .....,........i....-1.--t-.: .-:::.1::::•:-. :FiR8'.7 I-••••i::::1:::: lui 1 al gn gg6 I 1 1 1::::::.:',7 -.7:7.v...................;;;;.1:.;:::::•, :ii4..;:::,,.D4,,,i,i--.--- ....---1.------.1- -..,,+ -:7 q '' 1,...„....tiii..:....,t.....,..;t ......:17......................... . 1 - .................-1,:,;.:.....-:,17,7:::::Riii,,it......,,.. ..„.... I::7---1,-1--...........................................,.••••!::A.:::i•.::..,14;44.1;;;,;.1:::::.i. g I,4 `0 q [-...-„TZ,...i,":11:4:4.-.4:.:4.4:..;.-:i44:iii . 1 1 all I 1 '.......'......'''.- 1 -,-. : -•••1....-..:....;...;.... ..„,..:„,,J.-. -.1.::.::..1......„1„,--,"..!....1 1,,„. •• . • 1 1 iii.ili::iiiii.i.,'"';''''1'1--7-1-...1-..:1:iii:iiiii ...il.:.::::1:.A.:E.1.:.i:..:A.iii:.• 4 3 : 0 i '".I....'...•-:2•-•.:•::.;..::.•41:11::::::: ::-.T:::71•:'::117•2., '.'••••! ...,i....1:: 1 1 OP I I 111 ' i 17E':(:-:":7V: 1"..r•''''''''...:.Hii:.r.i::::1:.:iitai.;',:,;4,,,..717,71.::,:i.,,,i:::,7 1....*: 1%.•71`177.::7 7.74:977T2h.,...:..:.;.H11ii:;:4:: :: g . I•':I::::;:::,.•••I ., :i. i'.F:i....FF,P:U.I.::IFili:-. i...it,',:j.H4=1=1:•••liF.34iiiiiii33•H*1-: : 0.- 1 • .....1 , ..:...:....,-,0 : g 1, • 'I . I:• II :•:!iiii. 7.:::•:.1iii-...:11il:"-: ,.'li... • . Ei •-• , • $ VII, 1:ibl\ii, ' 004•SOIN.1.5-n:A::::11:.:,:,....i.3 :-I.::::: -1 .I:. • ..I:17.14:iiiti:.:.,.:. ..-L.F.:„...1- :51::1.:I 1 i 1 1 : N . . ii.•1 ...ii,....1,.. :1:1:. ri,....i..tkiii-..,.:.,...iir::: :-. ::::.::::!:::it:....:::::.PP 0 p 1.:.:..:';,,. :,i.:--1..-;:i ::. 1 41111:4............... -,•-----......., .•+-1•••...,........... • ..... . , ix 4 i, ,...._11 -,-..., ......t,qr'F'';',....: -1-----,-,0 Ji-..n.-.••-...:....1-,i :„........1::::1.,:a 0 T. I 1 2 , ....: iJ i:.....,..!:. ,.., 13 1-' :::i...q...... ::•,•.• .... "1 c...-..'.::4L11:.. -i---i......7 71. ;V:i4::::r71t:V V ill--.1k4 r. -,.,..:::::1............ iFij.3.1.33.4.......4= !: I . . 51 ill 1 i 1 1 1 1 T:''::.•• ''.:ti.F...:4 - ie....1.:::1,,,171:::, :1:::.•::::: I 1 i.: ....i i a.:I.:..::.i i i...:..,...:::....v. :.,..,,,:71-4-- Y. t• .•• 13 •-' '...-1• le,-•1•:::1::::,: i!tclAl u I 1:•:-.1:::::!..• :! , :4 .4.:=F:17::,,,,,,.,.....1::::1--...... 1P- • . 1;1411 1 11 .„ .1••••''''''''''' 31! ".41 • -•• : ' •, ..... • . •I•-•1;.:.::.1.: 11.: i i ' 3 1 i-"7' ...,.:,....',.:=. I it,::•:•:r7:17.1::::i: :=1:::1":7:7r:..•.- 1 : -.i :....I...ti...:., f:iill 1 Iii 1, iti:1::,::1:::iii::.;:.:.-.;.1...: l• , : '-'471:-,-::1-- P " .• ,„- If 1 7 I yea--F litli:'ii.:..E'.. . • .,....r.,:it _ , . 4i- t ] . -- : ,....1-1::'31:133.:=3:: --:-14. E4331=3'..t1.1 1 1 1 di i !---1...--Ert:-.1-1--; .: Li: •.,1:;.:.'_iil. -,--r-+•.-7t:Fii'.i i [ 1 { t t 1 ki.iii)6:::i-::::::r-F"'--t,-'17--',':•:"::F;;I:::. ,',....:. .....Eilial:.14.:. r:1,1:42:1... 17,1-,17.1----r::1-::::i'l:1:iffiiiii --I ...'....1.. .' I I .: -:5•••1.•••:•••-r ••--t = i I-•- ----:r••••,---i II FI i' , -.:1'$.z.1 ;;;.:.:0.:7:;::t..:ii.,::.FTFrl:Fil. .i......r... :::: . , i i , NiNi i....,••••'-':' ..,...--1-.-ing -17=1:': 7-.:7:::1...--1-.1 0 -,• /:: .... ......4,:±,1,,,..-:.r...••••,:::•:•.. ,::::1::: •••_::::::.1...:.::„.,.:. I, 4 i .-,. r::::,,,,.•...„...,..": !.__;_.....,...,,,,I,. -- ,,, ...,::::.:::„::„ 11 1:4 FFT:-:,-.•::;--7-7:71....i.::.. li i4 1 I 1 : - ..:::.: !.. :%:.:: -1--::• '.17:Tr''• ...:....;:::::::::i , a 1...... ::•;...-i-7:4" r•••:::1,71-:.-;..: i _.'..'.-.L'....-kri:::-.1 F::AM:EtiFilr:"ri 1 al 1 ill,,„ ii... 141-4-••••17.t:1:7:V.:711:.i...7P":........... .:•;-1-4.333-31,':3-3I_1 il . 1.. . _. .,._. __..___,.....,---,,-;.+L_T7.7,,x,,,..,. :::E1::::;::::,.1 1 . 1 110 4 \ It 1::.....r.F.:.4:.:41. rte,,,,ii.l.:14:yoxyind.:tii..71.-.=- •i•Hi77::h:•:•:f:7:7 t reform-1:: 1,: li:::%.;•'• •-••;r:-"„-rnr.":".:17 :1iFITF.:::1::::1Fir.;i:H :::!::::1 i 16 1.-.1 : h..7.• 1:::.1....!•-•••:••-1...•,...4.••;.:1=.3.-rii-,1 --t--r ‘ a 1 Z I 1...:: ili'....ilz.:41, t..„1-•-•-i----'-'1:=1 -.: ,.: kil:il'iiipo-.......,..eLl...,,,,,,•:::•:1,:•:1::::1=-.1::::-r...],i:::•..••••1••::,....,,.:.„ 1 1 .1 ll 177 1::::1::::i::..•:.:I ::1::••,, ...--1...1j;-:;41--:-..E-.71::: .7:71-iF,TEli:Ii:::1 ,:,.. :., 9'..4P...F11=f.,.,17iiti, 5:::1::',.:11 i 1 1 ,._........ .4.-.. 1 I I l:-14....7 :7171:' :'''' .:::......i...:1::::4:-.4••••17717;'! "."4. i:::.i....1 :...:1 ••;"1.:::A....,......,.....:„ I ....:,3....:....:::::;.:.... . .„.,.,. 4',-1-'• .:Tii,q11.T.i.l.L14;iii-,.14F:'.i14:' i:' 1 ...,..F.:1:::1,..,,,, 1 . .,,,,-;--..,-,-..,,,,,,,r ,-....:. ;1::-.:;:::.,...;11:,:l ..:1.....'.".::::'.; ,11::::1...:.:: 1'1,. :,,-,: :-,. ,.i 1'''':1 ::. '1"...::::::: ::',:•1:1 .,...., 7.1".74T.71:::.1.:"V4.....1 :-..-i---1----.7::. qi::71-:.:71 .1iiiii 1 x I- , F•1 °°+' Y lq VTIFII VII';':F: .iiriiii!.::„171r....:71 „g 1 3 d - 1 111 i-..- 1 .• .:,...1:: i:•:: 1::..i... .4..4,....i....i...,:t,.,....i,A F...... 1•-•....• - .....,..1,-.4-im:17::: : .1,::,,,:.:F.::;•::,.......•.1 I k ". ---'-71' 1:';;I::.:_:.1::1 ,:,-,...:.::.1:.:•:17..1:1--...1.... 1111, 1 '4-1-. 4...',.4-........,..!. :•-•.:...1,F.r,,-...- .,•,ifilL-::.:,:,1,.,.....:1„... 1 11.;:11 bgii.:ii'ii TtliiIIIIi:EfizEltj'ii,..-4111.F:-...'i;i0::..;::;:it::„:;:::::.:Sii,E1 --.,,,...v.:••.........t . : . •-•••,:.:.:•.,:...---,,,,, d 1 1 • 1• iii-..1i.::•:1:'::.1.-.1'1:::4='.-::::iF-i.:.::•15:':fittii7: :117,::.:.q111:215,,,:‘4::::71;•:::.;:-.11.1...ii..! .. ..:4::::=:--,:inTi:::-..,-..:11. .1::...••••1•••••:::-.:!::::1:::::.... I i•-l'-'- 1. ...'. 1-":"-- -F.=.:7:7,.....1:..,.....-•••• 1.:1-i':'''3;.:1''''"'.1---1:'33173.13'7,i3iii'r-'1:1;.::1:;::1::::1....,•••,..,••••,..-1 il I:. &h' 1 _-1,:i,f.;,;12-:„ .;.....:::•:....Iii.12Hia.:1"•1::.7F.• :::,1,-,1,--rip,........,..:Tin • y4a (44-"ra' •-::-.11'31::Yiil"'''''.13.:7F1:3:31,31111331:..::11::::IiiiiiEil.:::4,gili:..}1::.:4•-••...., .„-„-; a I..:1",...';,1-i:::-1---i-74::7:E-1 1.-.....,,:r.:4:, ,-,....,::::,:,„:„:::,:::: :;.1.,;,,I=4,.:,,,zi.,,,.:=21,..:..v.r...:,..;,,,,,,,, :-•:133:3':,3•1 1:•74;:::1=t7::-..r. ,,7: ••••,--.....;....1 -,:::31:::,...,:,:z.1...:...:.1 -•if '.'...r .'-'''Il .:-.'"::':'....1::- ..:1-4::41,,:f.i7:-.7iii.:71::::.:„:i„..1„„1 11 2 1 !••1:11..}.1::::.1::: -7.- --,:::i.::....,:....1......i..:,:i::::....,.....,.... V . ...:I: r::::::....:1.....-.-,'•'..7:11:::::71:...I •N P k 17:,.1.1.t:.:;:3••••1:::.:I..:iii.;;;.:21::::1,1:4•;i•F.:1•:F:17:77Friii4.FiFfiF4:::.:!....1 • • • m '4 110 1 -••,•••..,:C :7:7.7:11nins::1::::1!:::1::::r'A::::1::::.1::::1.:i.::./.. :Ii.:::.1.....-i.....•-•1 a • 1:".......:1E.:;:j;;;:1:::•t:.•,_,..::,:1:44:-.1.••••1.••••'r"Z • ,:. i it q i i Vt.:+•;•-•+-!--1-1 ' x P f ;••• i IP 7 ' c:. • I . pa 41083011YA .. a'OM. I fi .4 PIIt Sit In, orghtit aril MY 16012 s. ,. u9 ❑ Jig y N MIR 9 Y Q 4 d Lg. g 6l F E 1 g q a 1. H G o ji o k E N 7i dp x E �+ Xi d 1 -I f. bi M B r2 i g W CI i i $11ilkg . 0 Z- No �1 `� W . SS $ s ii!! I 122 i;iili!li op s 0 ° a t tO❑ B omoN . E�! �q � 1s RR IK a NA,,n z . gg • i; D K la?-ti- f qc> k "� litiliS ,j 3? / a!yq "' Ii ! S y�t'� r a `� � RY d O H 1 e:EGi Un�vV aa4 ^a 3 E}` { ?/C .1710N3CINYA o o _--II _ :,�ln ° X089 $s II € '� F N 1 _. �1 .1-1.- 0 ! ' c4 ��r;v �g—" 9 e - _ - f �;. „t _, !\ x:,...„4--,0 - Lilo."'-j-r.. .+- X r.. -4-- �L : 111 ti, i - ili 111 s= Mtn (((({( I I = as �"ado E 0 t. 4g x m iois___ 2_,..__ _ __.‘, € Nlao,, .m, qr1 4 mil"( -,m 2A '. s`,-14 tt I! 6�6g 1112-if �� f11I / liliii;lkil �4oBF_� 5, u s .•� d n <n �� .b .5 ' il � 17NL9821 23S Na[SVf1NIiNO3 Hog a 0 8 i i; $ a pp / E�abnw •_ w ol s Zpi A g Y N 4. C I • i. I _— 6+o.0 nirel ara Md 1OSOZ PML 1014 4LO2/0/1.131V0 1011 S 16012 or---4----, i g II W �� a I sw ® Y/ m m aV lh.wrA 1 �) . / 0 CO 44 744 r.no cn 11u El rir '6 I eaiq i oda K s gF _ >z n I.-O ♦a..� �I AtL ' x10 7 7! d ❑ C,£.°to Q �Y 4 �t.L4 • .• O 0.0.°� .� �a»•f .A • ag 0 L E w.r b mil U,'5.Y3 N •1 O. I l `� gi ❑❑ Q i - { 0 x _1 Q 0v 7-Qijt ,, k i g i -8'1"O C I4 Y l: R Foy »V ° Rl�g#6 s ois tIt • x �.FE gRg< • g quo w .. a g 00 8cp • s g�p'pa� y Z o ill°n Ga w1i1dIb y pQ } l litti! I 13 aI0X i' �I i.a I v n I 1 111141 g f HH .a I bgi „iii_ P " Y•4,4-j„,,,,,,..-- i 9.�s'?� gt �6il I 3 a aJ t ,a • ,,,,g L Rt .0., a.il to Esq • I 11 1 tI to pPIM.:+-uxt +. —7�ea,�, ono R '`` • , L 14 �oruv+�1�rrn .. m v,-' . , ",:a_F..._ I 1..P.4 A.:1,!-......1 z' ,..,,,..,....,„.:, [ d il, q,. ..i.ss?,.4z,z:‘,, If' • \I ` l x of ,nefas) 7' a� 3 k �li 61 �,zfanaonvn � 1Dg 6ryry!��gqrrT7 „„ 118 P a i� __ . @ r Ti il lby{, l e e. I` TILTo }y„ $ axgq{ e ' t '4- OVNL6HH 33s N0111MV1SNOa RIOT iii fi J6?g, s ri ,1 _ c i Z II 2 � . • pat awn on au ma.alumna1(11IUI*my 1111i .l I; 16012 • ❑ \ki Y ji/tea F 1 I. ELzA IIVHOtlsa 3as 3NnHlrwm+ 6p 1 I. ' d - I I 1 1 a1111 ppR Ij i •.4 ' ' i 1 I , i . a ' 2 ' ' 17❑ I:3` a ' ❑ I I 11 n D —°g I �� b 5 Q $ .,11g. I Airri N Eo 1c lit ! , 4, 1i OB I IW. q isl 11 i 1 ori �Fi 4y}'j a I t ig ill g 11 I iii l j I :6 i li 60 I qq }II6 litildill 91 it. L i , < I I I F i , a i I 1j } 2 I 1 , 1 i il 1 I 1 ' I 9j { „''-----S„'„ 1` p 1 i Et- j :i tiaLIT b i i Ii— I 3 ` C , /I 1 l 1 I _ I ♦\_ __—_�- I I I � I � I I I 41 i I 6YN(n Lair6Ha 33S 34f1Ho1VN 11 0 i I maw an �u 4r , lav uev��i wx uv 0 f 16012 >t,N P �ss O F .8� p Z S 8 \`\ 4 LtYNLOLUlOMa 73S]H(1HO1Y11 _^_ 1 4 ) z a y 'in � ' ® � o .! r r w m cv.� , ry 9 f T I El i ai D A . 1 t. 1 i 1 \ . • Mi e e j 1i �Fk4 b o p • S�Be� rg ° "8 P Ri 1 I 11:111 ill \ 114'hi ill—' •s „L., , .1,1 IA E ptV1 11 MAD 1 INifil 0 LI 0 . • Il 1 1Fi3 PAI } 1 ab i s z . a , , 1 • i 141 q 11 i 1 ill ii I -Ib 11 W e Ia , i j I 1 i t I n t II g • , a 1 a 1 It_ ___i ^o g . �, OI I oLIJ1U Q 374 3NnH3sYF1 F I 3 1 II h:. , - w v1w on ni wn awe Lou owh*h.w Kra Y. I' 16012 i li l It ii hill r p d „ il m III a a C3 �iki z t.,1 $ C c J� QC I \k� Pia w oB O k N\ z� Ili a if ak• 1-'-' i ;:° ' g R i i - 7. q o r a,� t . 61,, __,06 -ai f,,, 1-.,mM M 1 Oattii ki EP • tw arava �>s _ ftYN10LOOMD 335 3Hf,Sp1YH Ily \III \ " !g tPlij 1 0 ; b iii 0 '. 1 ,qb, I 7 ki 1 ❑1 . P z r � f * �tr^S z yj ! c3 1 � � d�t� gay �,\ I �7 awu.—rosy T . 3 4 m iiiP. @ Wil 0 MITI!.� o of € 8p [] ehI 1111 '0.. .t vn�-- $ �S�fiti ,� _0 g R A'(g S 1 t R �t n p oil T§ i I I ;,' = Ey, int gig 481;0,1 sr ppp,fl. I 1-q— • }q b1 q� It e 2iiliSE R R 88 p •t o❑ q i }i 1 gIiiI11 / oaf €t ! ' °i i it 1 --'' i 1 kid t t ; 1- V§14- I 1 na a 0. 1 I Y 1 11 q -'i1 y x; 1 14 i 1 F 1 11 +I 1 i t + ; fih jti I ; --.1 1 Pil IVI 1 / 1 II:. 11P i1 lit i, ih 1111 [ 1 . '•R it, f { fl. 1 4* 1 li II I P 1. ,I • 4 E It 1 t e It PI ti e I f F yi1 1611 5y 9Y �g s. @:.: --i--MAlt--•-oi ,Iii i ll ff-xl. 1 a/t4 Uti � I.& Ad 1 S t � l 1 1 +y i pd Air: z t § Q t iff i H RR1 11 0 l - ill xky R 11 o: A I • •t<.„ly 11 i 4 II33,11.0405MtI 335 3hN1t1013,11 t m artM M 1711'I1 tt+Hl N1t $1.0,01.4'AU f: 16012 \`\ N A!li gSSSg Ifl 1 �� as G • •� NYry �] Q Q i .! 13 x \ O ;gall &aa I t1VNLOLUI MO 335 3HfiHOiF Gpa A -.'---N 7 —\II i 1 11-- lir I IjI s Di. i , kq, III §f I1 0 clan, . �yI p 1 ill II ° a • j j j j eg u❑ z O61R J 1 I , t 41 hC/ lila! Q 1 I I I 4411e i g limil 1 I 1il fi N �+ ax r e e a a al ihgriLl 1 I Q jI — --evert ounr+ a i 6 �11 I < ; \_— ary 1 2 # a • I 1 tt1 1 • I i 1 1#� ki '' ilk I l i ! ,-- a N110 II 1 1 I ' I I R l; 7S fi(( 1:i1H 1 ' 1� ! I I n� }ill \ 7 5 ".t 'f . I I 1g 1.11 i 4 t I aI I RB 3 g ,f y 1 t I I 12 411t'^8 I9�3i ;{I�' _ e. I ' 1 1' 11 k d j14tl I j 1 ; k I1 ; tit I g !g I . i '� i , 1 j j it � - i ,,� I , i I 6, \ 1 i 1 n 14.1 Q / / / 1 }I IN J I I La M91 I i y/ • • • ' j e� It d 3 g 1 ZINNLOLNIOMO 335 31411H0011 1 • { , mann+wa m wvn.ra ma ,ietAZJa vno wv ��Q - I 16012 v z 0 111111, to e '� t C r' .ki, ,, $lib 4 Q CV MeV 0.10%.1 ¢UVNLOLYIOMO 335 3H11H01Vl1 b Y 1 �10 1 tt$ � g f + b�,7� • D r x "K1 II ! b 4 ,. S t It a gh , o p9,,3 I. IN , 1 1 i I {t % a ihp SS iray i �R �II a I I ' J. gIgil gg, 1G1d1e Ill 1i • i , i A la II €_ € 1 f S F y �; ' It ® t6 ❑ ❑ i i f l 1 y •Y 1 4\ ; il\ 1 1112 2 1 111 l41 o ,� 1 ill .I I 11 1\ I g 1 III I ;1� ! � . 1 - I I 1, r i i, i 1 if , ill •C f l ! r ,r —_ 1 1 i :', t%r\ ti431 !JIM/UP. �',....,. i` RY ill L a - __"_`` � \ IA( 1V 1111 11111 Y `� \\ `` 1 iiY 1 \.__. \ i l • £IYNLOL>1/OMO 335 3Nf1HO1V1Yg �. m n on n rc;w mu ivw acalnla av ioae i i 1 1 6012 a 1j LI a 4 ❑ .41,„ II I i<FS Q I�t1 \\N 3 zma 3 a en IOW o U I 13 n Ir� 34 \l\ O x I n & B T amt wawI __ "--- -_--- B - • - \ 1 t, m (4 0 E !I I y ❑ \ 1 P❑ Y 9 ❑ \ RR ❑ �R` i r 3 il S b j . 6164 kgaa di Io❑ ❑ 1_11g-11 li 1 l xx o if A y • 11 i d; .li R p R 11 t I 1 ill 111.0 oi 1 D , 1 �e6a 1 11 4 j flk0 Sad _- i; I � If 4` iik , 6i 1 '-ii-iI l+ti . 019] — i AiYIVNV i 1 —1 1 1 ill 114,1116 i 115104"1 E a 1 I ii, I xis i IP if/ !Pill° Illiiii!i tq xi { 4 L 1 • I. • YtYICCCYJ M4 3]S 3NnH3r 1 _ / I . I w 4.e» rn ccli+an 3)4 uwnuc Ana my 0 '...: i 16D12 4 ❑ r.a d g 28Zu8 k4w nI nz o Fazio O rn `i2 co go a �. z .11' ® ..--/� I I Ili i C] I I C 11 . • LjpM, ❑❑ o • n I # E i r 1itF i G d i B • GI II IR V • = tl is a I LL �I — — III ' 0 ❑ tRg I GfilA i : f I F.. N h d 1 Mm �� I t I 1 4p� ( W I ^ = z n o i S F W r In m II �i Stlpps 141 i Q ' r V; ; T II 1 0 NV Oe PE!'ill 4 yg€ � N 1 I ao kkDD 4u a � s if 1 X4461II -1 ; _1 I� iii'ililli 1, li!; '8: E nnp1rn a m~ i3 l r 4- / I e P bus 5 ----_ .-------- ITaa.vaNrn g P8i € gw� n a 2 a attlNL98a#�M❑ 3354x8 b0 , $ 3 3sia gg 2 1 11;Igq11511 1 sxa wtra an m oixz:o *mu.1014 oloz/sz/o 3.4ro 1014 CA() 1 t t : 1 6D12 Vg b 4 IS 5fl �' _ o #`je 1 1 0 Id °ac 2 o b '1 �5 � ~g n 41 X g -E.88..o E. d b`sqq i'ar.I ` i 0 ; R n zZ cnsH.a y, i, Zlfx r 0 yc4`u_ca 8 -9-d•gT,p W Fr 0 .coG v_ab� i td Et U -01,o" 5.o c g s J ,z„,4, , i," I R=:.• le . s�,0eeop pgp ;2 '80 1.118830/NA ;= illi:iP, W $ • • o n a a°u _ gi hill R Eni g g N . ❑ 7 i k n 3Htit'I.- 2,. 1——— t...\-.\ �3 _� N • _ 1. ir:-....1 1 INNOi 41 1 0. g [a 0 V li • N r n� • �_ I �- 1o�� Ir�' 1 ❑❑1 I I \1J R8 t 1 . P • V'r7 k` I 11f { ( 9aa , It �o' H 1 � I.� 1 ❑❑ ❑ I en v a ^ I IUI, Ii ! ga) 14 lI t , a -- --- — ©lirii ' 1 s 1 . F- T. ' il 41p gl i i 1 La M ppyy goo , I i F. 0 ti N O-^ _ t IP —i r!..- 1 Q 1 cc t a mWI',.I , i��/ ti 4 ow r — ' P 4 33,41H0 1719�J30NVh r 8 6 'IH HO 0 M ^ P 4 Q 8, 3 0Q ce ,N,-.0 -n0 N m o a �yj+ 8 mmc Nc �q OC o • . O W 1 • 81 vl • 5%0 13t801 PO M 43,il Aa—PRI.Old 0tOL/SL/S'31111 7O14 . 16012 ' 3 i ki x� 1iIIt! atLn zoN 1 3 a p g �^ nV P ¢¢ g3 ? Km U }} r ,E O E Ei�SE `e t OZd SYHLOnitAia 33S 3Hf1HSVIA i ry / { ii a t [ I' R curl , W ik s: I0jGd?if Q i . FI LI IIIcA_ i c ye pi , 1. E k � R 1 11 IA Icli til ��, C iii1 � � .. li ilj r iviti I R P 4 I p P1llui RR p I �I` �� ) ( } fl!i ` til d 11 I' qac e!Jr" / � I \I 1I x R gh. 01111 1 , : I i 1 fi 1 f.)1 „... ' 1 MAO 1 11 t ' I ii 3t• ^i I Ili —I:ri 1 I1 1 igi 01 4/ j . I 1 a I 1 ' ' I , ,1 /� � I a t 1 ti i 1 I §P ' L LI I il PI , 1 8 I1 I ■R I I 1- L iii �- c-S1S999SSf1OM4 335]NNi31YH i is 1 w lox oo Rr OMNI OMfml MOW.¢.iav �[) C. 1 16012 "l \s.� a d c�gt�m 1 H NI 11 L PS , �\�� 0 19YNLOLJttM0 335 3N(IHOlvri kY ° FF__ J N mi,+nx. s _ lli � 9 I y�dz:td .� uiaxtr—r-ocwa-rg .010 °a A . I •i C t L N Culili I I _ Is • ;:111 ' i ig1"1 .Q 4 Varil !I 1 II 0 !' 9 12 dis 1 0 0 ot_ i ,;III i 'Y i l i I �h "Id S x g6 �AM o a a o . • i i li „Yz,, :Ilk 9 C 9 L 3 II ill d r III 41 gl+ i. . .1 i { 9 i , P4i '-fi li I, !g 4 i i 4 \ g P . i ti kik i 6F7 I 8- Z I '----11 I 1 iI 4 II III j! 1\ e it ,Y. _E i , ,r , : i 1 a ,¢q¢ 0 qqY1 gg 411.' :faHig _ 1. ---„______.,..---"i aid J t ii i4100 �wOlb g 4SIR 1 ; Rt No R 'i `'td7l ` I � aty . gXI t I g� y Y I1.i du It. I1. 1 5 i IS j Ii 4 \` _ 1101 II li; j :St 1 i . iii , , i" "'t � ° h , It 1 • •R Y;4 kt.,_ ... ,) 'I II . �� ,'� Qpm r— 1 o � 1 r' .....1 J� ` i f; 1YNtOLUt0N0 33s 3911019N l L'; I W rmrm m Yirc ou u�. cuchcA a�+o uv 0 E 't. 16012 riIIIiI � a `� ,,., Ill Yea�3� 1 1 4 \.t:� N 1 p a R iIt i 1 �i_ ZItZZH TOMO 33S 3Nt1NOYYr 1 ; 1 1 xoJ t d z @ ,� F 0 1 11 iYYg ft Y i C o -,,i"El + I o w 00114g t) 1 1 t 1 Imo! aY Mpg St; g ggI d kilig xY 00 P NIA RAY. t 11 04140 q 1 lirI NI II 1 �0listlig ;11tQ I I i I ighil%� C R iX R -5 is 1 II 1 i I I (C1 1 I 1 I II1MJ 1 odd I qltL` I ➢?P I ' , I I 1 I il'i I* 1 I 1 I i3 1 ' I it q I FI 1 1 lial 1 { I d aF I tq { i 1I 1 1 tit 1 1 I I I 1 I i I ,o i 11� 4t 1{ II r..: c f t I Fil 1 - , I 10 t I I I I 1 1 1 1 I f 1 l t i E I I 1 1 t u a Y t 1 1_ 1. 3 WNZOLII#0.W'A35 31-11114 Y1I b t m a.0 en rn'WN au Dov na/r,It»n+utu 0 P 1 6 D 1 2 :\s‘ . j li , -0- \?` �� X 3 ti v�rL n4 \II � GYMLOtHIJMO 335 3NIlH31YH l r� pi i it 1" \\�\ o ti 64'.1: m ED A V "---- - I 1 I °1. 112 CI 1 1 I t ❑ I dad ; i 1 1. 1 . fi ❑ g t• ' i V7 4 9 441!e I ill , t i`, I taf q3 I I i )h a l tttt O . =ds= ;a0 I 1 'I , , b , J� �Q i �CF • fY ! P P 6 re l� 1I 1 �I' €O l i . I I i FE ESA a ❑a o ! i lik i, i i v q < 1 1 111 M S "ai r 1 1141101tp !!it f D 1 I 1!::high 01 1g 1 . 1 I a I I , I t 1 yb I . 1 1 1 0 N I 1 3 I 1 E k I • ItI ,1 SS I I e I 1 I 3 1 1 •, e" - 9YNL0;NIOMtl 3JS 3HftHO1YM ` Y Q d 1 I; w onnm Xr ton*anlw4 ,aVnh a�'Nwu 1 6 D 1 2 l ci 1� `�� p Ifi c."1 81 `g\+-N O IC 6YIFLOL13I014 73S 31ifIHDSYN m O am. ` I 131 ! Ii P I d flIg I I i R • • F. I } 0 44 e.. Q 2 , I I E:i •• t LriI!ii 1E12 g h1 i 4 5 Ia $k'R ❑❑ is p • qq p ijitil Y:l % �9 f ' 5� 5� in !k e i 1 Iu4 1 I t l !i! o o p •E y 1 !iliiIftI! s I. g k- g k lc I i 4/ \ 0 HO ;• 1 R I I 45 i 1 II & 1 I.: i r' t : k I ti I i 5< 30 re I ! I IP i r, , y + I ill a y 1 1 0 i1 I } € I 1 3 t I ' L LY __1_ .-.•t - • LSNLOLd/D335 3NflUOLYV4 i 1 i MO Il 1 lis - W tlTil M M rcW RFI At'11 �IR/RN qM alli l 1 6 D 1 2 J - d c7 2 i a z sog pa + v 1Iiia ° kff L a p rc5� 1 ' E� KED I r g.t ii a it F` II psi . i 8 ° 9 i 1 1 i I Rd tillh , milt f � , ;i1w,x I 11 I P P \ii+I` Sgt It6 Pri 1 1 bit It 1111' 0 0 CI lt I ;Iasi MAA D o • 1 zY lig tr xr ivitg, . x . 1 AI 1 ,,�el lib � 11 I Egl k I 1 1 l, dilig —11141 1 14 a 1 I W 6 \II, -:----'‘'N' Ik It . I i Key-- )i Ma1 I - ' i 4 1, ll— T— i 11 1 , 1 1 i 1 II 4it l'i . t kb ti 22NLOLH10110 MS urns Ien 11 g Y fsf OMf N M Q.1n1 i/l111611 �lei/n.N 6[p 1611 e 16012 , ---- . _ _____ ,,-_, L., j b . V w Z Zn uc Ilig ,7 MND�Q, cc 03 13 q Caw,+, a 0 Q 4..„, ,4•2N ppp��� - 2 a-g p[; a' J W, Y » N y z U jf'n 5"2..g 2 $ . � o E o at� t � a q 4D .9.d2� • �• N''. i,1 -1 V oaa '14 y�GN vfr 13 atc en < da. 1 V.24 q W pNiy° �,an.71 Td A 1� misz b47 @. � � �0 6VML9911 1 e a {moo rriroAm 5 ig t ��^__`� _ — 9 rc i'a{w e-- ,sill •a £VNL99�f as (:n ,s ' Imu n s Y__ as nrsasa rn 3s oti. SWAGE 7 E} - i N_AO/fit AICL 3999 ji -'_"^\ ts''' �j1 2 3 A ti�7T� 3 .Lr._ N3C j'1'^""- ----' >f1t>t>ax ` 1 ` J 1�T` j ¢y�'S��a q 4 g�>N .I {c9 � 1\-- Nig 7Ng I r lo-'1taL'•'�• L7(� I � i j® __ { l''''' 3i 1_ '37 I C1 "A' n.-..NNry YY„--� f +43-7„..— t , �4_I-- n.-t .3 l'`- Y R D N f 6 t L• �^--� Fill{ o SR t4! i /I�e .31i /I' F inn S '0-1' ., 1 @ N c-r • 11 II-,i .1 " h� if J � d SOS ' �o O� 1 11 g c, d_ cs j+r�v.1.r o � �� o a ebi LI Q ii a • 'r Zr,' ,e� o !,izy� ' {�u1 R 4 jjj§ 1 o r r q nm5� gal HCl ��BodaI M4ri, a / :srr 4 RI m 1 1 din S.SY27 N 8F $11 v it 1,r 0 1 Y £ nr ° ii w�� Y a. ] m a a N� aooar g �, ' IV \, oa z • 0❑ P 4 ' of xatO ID 8. ^ za8 "— R R �t �gm n p eiRoyWfzNI '� ��{{ z f $ F ' k0Dhh ,$Ph m ro m A7 in.� 1 ¢ pN x g ° a ��n~ i7' R., 4!PiIA # 3t � h �Nn I N.� ` O W aq i, �. ck jr-4 SSd3Sd.. - t+.U! j ai!!g� �� 7 Lig I 63 f' itmtg� � �1o��Y g 2� iq * � !fr� 1r kiiizw & 9 Ra q1.1 / i .au 3 1 _I 41A0r4E P n 11 • 30 � tw o % a d ce Ilinik ' 1. I 4 ig 1 1 Eg,71 Illa 151 1;'''.' aIl g 3 1 E . I i V. i g : la 9 y„r N M •1 U1 W h a+ 6 P ema,3Hyi{p@ ryd i9:1zz wits Kai IIiozI/S 91W Wld CAo} 16D12 tl D1YHL9Gd19MD X35 At13lHD1YR �� J �� T1q a 7137 Ii0110d 375 LfVHLOLd q :N7 ._ u7 ¢ r ( ttYMiDtdmn ! 1 67 v .vi-`)::!1-1.2 e 1ba1:41 E I I � m _ t �R it $'i ® 1 I 1 6 I } i1YHLOLd --------- __ _I ___-- Y J li I I OLYNLDid t -_- I I-!_li 13 1 ' 0 ' i3P1ill z, pc,OtYHDa 1 fi[il g ? a .. p Matat 13 d 3 „$11, i la s i 4114i a a n 11 1 19YNt0Ld 4 �`-iil ill 9 fI jz •INu1 v I l J'+ 6YHLDLd p . At E ' rY_ erHiod _— _ —__.I_--_ R1yX To O r I1!1h A� I!I I;IIL ITT TTIl xl� I1 :,1111 t i Oil � 14 IP iFt rP11 Q gt IlI1c ¢ c> r I 4 0 s 1 21 'IIS 1f % rjjqiiL; , II1I i rz r12'r I�� 8L$$Nri n$ 'ib II< * :rl`iA 12,- I II LVAL81d jt.' 1 pp q r QYHLDca 1131111 `z r,I rYOLa j WI) iii_..r___ } II } 143 i i ut1 ' • LVNLDLH t 1 I IF 9YNLOLd�_- 1 I1 t rr ' 1 I I I • . y i1 x tp • } r � l; ' 3 L-- I_____ ge f: 31-101k1a3dan 33s a&g i 1 W xan„m rent!°l btl N11 ,b,lfv OlY°11L 0 16012 J IK �> z �P ��s d A� „,4 §4t-if.r >n k ill t Ittii1ii; z m < a n ID $z7 lit 1 1 a fn GGiAig > Ti!i V< IMO 11 " 12& i s 11 1 L!i lh s gR i s II. �1 r CIVN1O[a �AI.A.---- 01111 ; '56;1114 L D _ Y1rNLOta 1l 1 01116! 6 gg 83' 4i S oQ siiig • X glill 111 'PI 0 i , R c "ctr & d. J� 33 j jIIjI. rno 3 .:1_ it . I VII •11I 5 ---�`\ X111 1 ��_.._».a 1 1 1 { _ I� i Rt77a11 , '6 41T YIYNLDca j 4� I A }I I _ -- - [1rNLDLa 1 r; ( Ti 1 O d n •• — 1 1 1 2� A 411 i D D P • "III , rlrNtoea ,I I 1 1 ri j �alrutota �1 1 .i ill ite •. } hi/• ti% ti n 1 i Iri. It rx r1I x nm I P -p, F 61 1# 1 e inin� 1 ^--j t� �4--_Ei TX;„ 1 0 i rte' 1 {=��=� �' a 1-1 E f1 7 ii- 1 b ....41 1 ^ F., ' 14 I :»� .& 1 1 j; LSYMLOtt!X 6144/.49600,1 33S.14111401N4 —— on N1041,21*sal&IN ,_y a iw Itp! • 1 6 D 1 2 wr4 ❑ Y Qac #wx ` to a j \ ___—_—_____—_______I i j ... • s .----\\:" a g Zaz I I 3AY aUe3n10 j 2 a���,,,, L f U 'HA2 j t ]T W n • • O E' l , xwo 11 • 11:1 8 n Irk:" 2 cio a CI 1!! A (2(.(-‘ 1 . ixla 10ifiWhag A \ aT 2 1,6'120g4 1 cl '1 - i i "*Ir .,E 1 .41 I t iii" i ,, S1 a i i '4" ! hieilg ..W, -7 0 0 1 EPS g 8 U �t is a�a �{ j11 #rbhaei \ \ha 2 E E ,, -iik P 41k4 Zr 1 L, rl, t9,21/4g , 1 SIX ` 8 .ffg gl TI un 7 IWO- I 1 , \lnialm N Ji illto jd1 •.._ F- 6i , 1,'mos 0 . -'- k 2 ¢o ��4 al oil'' - ,I----- —1 Q e.. i.in o- • a ``w rq \ % Ls 0 ra .64 .�vi7W� • • L L! a i i h \ __ 9YNL988 33S sx0 '3M1M OW Ml',Wo :MA lout 0102AZ/6 31Y0 MU 1 16D12 x G 0 x o--- Tw aT o8Et.,rm' k liti g ‘le°44 $ U _ 3 ;f 54 IE# O N i Y J # I R © NO 17100ONVA --" tli ( / PP T o O i �.---=��+ E R R G R g R it � 4 /1? . 1ilnil I/ 11Y1i Y or. 0 .......___________,/"/ ' • El i Eq� iWiMi' �� f1 ,1 \ p i i i Iii it 14 \ 14. :ii I /"4'f..?7-1,1 !! , vs\ !,\:\ v-1 8 e , 4• iOP direl. liv'_11 INI(gi g1,51-1(Y lj g"411101 1 3 11114E 1 illggili 1 Ili* . I Sri a_On M KWl+J�l YN .IY/(I%W,a 1W I; €—,,,- . 16012 i es U ip k ."a I ru tl z 2 1 In gg?'''- gi k k— FN d 3l37� �a pii � ao tvasaaNrn --, a V - •-.•^• �`mil P'''''''' _ Iso• �xnl,t...,�v=la , '-'11 II:- I _,...„..._I....+ub � �/1.,) .c--oum—,„ ,€a i I �I F } �R� 3 t $ 33 S i i"_ / L'"\N IMP- 7. ` ,.„iiip ty l i$$ 03 ii il Oa fik) Ill:: • • f's 4,,As''', , 1 , \\,,,. ._, /////:/1/ /I. 41 1.* r PA : I : it \ b 1%1 m.k .D.r ♦ yy Ci y ryry {�, A il,- I t. ,,,i.. k.,,,_..::::1g i .1/46 I 51 //>"- > ift-----..,,,. 1,,,,IV 4 ;.i '4 Li s r,. ,ii._ \ 40 . 1„,1 4 ti it i _____.„ ...... s, IIS6 tr\s s 4/, • (Og 'NN,,,, ) l';':-----11.'\\ i ,,!r / AID higi gg t'. I I i $ o 111 g qtY-€� Rp Ti -i ° ° c.f.,Is i I RtD6ligg3 a �3Seia ,Fd i Hliiii � a F il C egf °$°agg 5 bQ p , � j 11 1 i' R l �jaI 05 h101% 4 } �`1qq iRK �° s a"g�N�o scI g 3ob��ti � f ..111 ( . • 119 { 1 6 D 1 2 Exhibit B • WR#5686943 Standards and Specifications Fk 16D12 3,3,1 Directional Bores--Surveyor shall provide any staking for layout, as a minimum,marking the ends and any intermediate changes in direction,in accordance with data furnished on the drawings or special instructions. Deliverables:The Surveyor will provide the company an as-built sufficient and complete enough for updating &correcting the FPL Plan&Profile drawings, This may be a combination of surveyor's field notes and boring machine crew • information,but in all cases it shall meet the following minimum • specifications.Per FPL D.C.S.B-11.0.0,a 12 inch minimum radial • • separation from ALL underground utilities,e.g.communications, sewer,water lines,storm sewer,gas and other fuel lines,building foundations,etc.shall be maintained throughout the project. 3.3.1,1 Show horizontal tie to known landlines,(i.e.,right of way, section line,centerlines,etc.)or to baselines shown on the FPL drawings including,corrections,additions,deletions • and bore entry and exit points. 3.3.1,2 Show vertical ties(elevations)to a known benchmark, referenced to a known local datum based on NC-VD 1929 or NAVD 1988 . 3.3.1.3 Assumed elevations are not acceptable, Boring crew ties to a temporary benchmark provided by the surveyor are acceptable.Per FPL D.C.S.A-12,0.2,ALL primary conduits are to have a minimum of 36 inches of cover,i.e. final grade to the top of conduit. is 3.3.1.4 Show a total end to end(or end to PI to end)distance based on an above ground measurement. 3.3,1.5 Maximum distances between measurements shall be 50 feet. However,minimum requirements of permitting agencies shall in all cases govern. (i.e.,The South Florida Water Management district requires a measurement every ten feet.) t o 16D12 • ca SPECIFICATIONS FOR UNDERGROUND CONDUIT INSTALLATION I. Conduit,handhole,and transformer pad placement shall be in the easement provided and in accordance with the design drawings and field staking. 2. Use only FPL supplied conduit with FPL supplied bends. (Figure 1) 3. Glue all joints securely with FPL supplied glue. (Appendix A) 4, FPL conduit markers must be placed at all conduit ends.(Figure 1) 5. All primary and secondary conduit is to have a minimum of 36 inches of cover,(Figure 1) 6. Ali service and street light conduit is to have 24—30 inches of cover at property line. All future service stub-outs at transformer locations to be installed with 90's.Where primary,secondary,or street light conduit runs turn horizontally,36 inch radius 90 degree bends are to be used. 7. Cap all ends of the conduit with FPL supplied end caps. Denote termination point of each conduit run on the capped end, (Appendix B).All conduit ends are to be terminated 1—2 feet above final grade except at transformer locations where conduit ends are to be terminated 3 inches above final grade.(Figure 3) 8. Install 1#ill copper locate wire supplied by FPL in each trench per attached specs(Figure 4). All ends of the#12 copper locate wire must be exposed above grade,and secured with a tie wrap to a piece of stubbed up conduit for future locates.(Figure 4) 9. Conduits terminated at transformer locations to be installed with templates supplied by FPL per Figure 3A,3B,or 3C according to the type of transformer being installed.(Consult your Service Planner). 10.Concrete transformer slabs provided by FPL are to be installed level on compacted fill at final grade and oriented as shown on the FPI,design drawing(s)(Figure 3) Z. • C ii 1 6 D 1 2 11.Conduits terminated at future secondary handhole locations to be installed per Figure 2.If secondary handho les are being installed at the time of conduit installation,install 45 degree bends as shown in Figure 1. • 12.Primary splice handhole to be installed with electronic cable marker.(Figure 2A) 13.install a continuous length of pull string in all conduit runs. 14.Backfill operations arc to be done carefully with special attention given to utilizing clean fill,thereby assuring the elimination of rock and other scrap material to insure that the conduit will not be damaged or marking devices moved and proper compaction is achieved. • TESTING AND ACCEPTANCE GUIDELINES Following notification of completed installation of underground conduits by a developer/contractor FPL will: 1, Randomly spot check the installation depth of conduits below grade at a minimum of 2 points between each primary termination point,.(transformers,splice boxes&risers)noting the measured depth on the record drawing. 2. After confirming the correct routing and integrity of a conduit run,verify that the cable markers were installed and exposed conduit ends are plugged. 3. Confirm that a continuous length of pull string has been installed in all conduit runs and verify that all conduits runs terminate in the correct locations. 4. The final acceptance of the conduit installation will occur when FPL pulls the conductor and occupies the conduit. • • E ' ii 1 6 D 1 2 •24 24"handhote servlcf • •Iarvics~ Swaettufrt 19f1 Paris I . 'feed• f > i s.-r conduits maK. soma ASaNitf FINISHED PRODUCT • 10' r' Agimigat WHEN INSTALLING 2'CONDUITS UP TO 5 MAY BE r __- PLACED IN A 24"HANDHOLE Please Install all conduits within 10"of one end of the handhole.This allows cables to drape across to the other end of handhole where the terminations will be placed such as sweetheart connectors or gel port connectors.When the wires are raised out of the - . handhole this will allow apprordmately 18"of wire above 1 ground level making it easier for employees to work on in future situations. - ;• • I ' . 16012 NqtErA,5r., gli - 1 ggg '._..�"val. T' A '6 36" , \ Cv + Z IN � .‹ • O a t ,- ri �`�' It�g 36" 6 to g§,r,N,! it- .Itis •; 3 .N. mn tt.5 A f m .. / • I g R , la 4 "` t '6 56 i n t_n� -�-`PRI. Lam=' .. , 1:3 DA \l,r; 1 5/h4,N a, � � z Iii t , S "0 I 1 '-'"7"4 ' / t 73 L3 > to 0 m 'D Al 0 g io f*'k -ffilL6-38. "P ii ;1 •• CA to 8 = iaa 14• ^n ado z MIN, il 2 _ p roO 0gW W p C 0 sa. fi I • , 0 16012 FIGURE 2 TYPICAL SERVICE EANI)UOLE INSTALLATION CAPS FINAL GRADE v. • tII,Epyl M S#590-61610-4+ FITI' `TA PSP To Pv c • H[H 1 • ALL.CONDUITS INSTALLED ON . • ONE END OF KR • • 2"-40DEG(24"R-JTYPE)BEND M&S#I64.23800-6 • i FIGURE 2A ( 48" PRIMARY D Y SPLICE IIA HOLE M&S#161-12100-4 .404.---4r----owlFINAL GRADE .1111`� r ` ECM m4 S N 590616104 M PULLING PULLING PULLING EYE MUST EYE BE INSIDE THE YE ,\ ____L 1.1ANt}HbI'.E '� li M&S#164-239454 0 160 '12 1 FIGURE 3 PAD CONDUIT D TAIL.S SINGLE PHASE LOW STYLE I PA.DMOUNT TRANSFORMER I { EI CONCRETE TRANSFORMER PAD M&S#162-2480 1,--29:1�� 2:6^MAX ®® }. —." AX' S a SERVICE OR SECONDARY III, p=PRIMARY PAD CONDUIT OPENING 1 3" TO TOP OF ALL.CONDUITS 1 N 1 FitfAt,GRADE gloom`'.," ...": ' i I FRONT ELEVATION OF PAD i • • [, '5'.3-- : II 0. lI 16012 I I FIGURE 3A i ONE LOW STYLE & ONE REGULAR STYLE TRANSFORMER • • 14 80" oil 1 • ...._ I SINGLE PHASE SINGLE PHASE .• LOW STYLE REGULAR STYLE POWER TX LIGHTING TX I 60" . ! SECOND RY CABLE TO LIGHTING TX CUSTOMER CONDUIT AREA i I 1( 28 112" ►I N 28 112" I 1 PRIMARY 18.5" • 10" PRIMARY SECONDARY 1T" SECONDARY -4-9 �l--s' r Q y„Max V a„pax �" S X112" (FRONT OF PAD) I I i i. t t f 8 . 0 1 6D12 FIGURE 3B SINGLE PHASE LOW STYLE TRANSFORMER I (a 48" I T 1 SECONDARY PRIMARY I ' 55" CONDUITS CONDUITS 1f-- Y9% 1 iI I -,..., 0000 _I.6"MAX 0000 -L 13" 1 # • • X491/2" 0 3"MAX _8y 9.. (FRONT OF PAD) . FIGURE 3C TWO LOW STYLE TRANSFORMERS 144 80"i I ISINGLE PHASE SINGLE PHASE 1 LOW STYLE LOW STYLE i POWER TX LIGHTING TX 1 I. 80„ • i, FPL SECONDARY CABLE TO LIGHTING TX SECICUST.CONDUITS iN 281(2"^--tl 14 28112" MI PRIMARY 10 888...4r, 13" SECONDARY SECONDARY PRIMARY v sbux _......... ...4.:-.....IIS-;►I 7"NM1X • 8" +80-*i A9 is r r C{. r I, r I {FRONT OF PAD) is . • S 16D12 UX-1 i 7.0.1. CONDUIT LOCATIONS FOR SINGLE PHASE LOW UX-117.0.1 7.0.1 STYLE PAD MOUNTED TRANSFORMERS 4 48" 1 • • SECONDARY PRIMARY • CONDUITS CONDUITS 55" • 29" 1 8887AX / .• 13" I p 3 1/2" . jo,i, , 8" 9:, I 3"MAX I (FRONT OF PAD) SEE NOTE 6 • jTEst _ 1. REFERENCE I--65.b.1 OF THE DGS. • 2, PAD M&S 0162_248-004, 3, ALL CONDUITS To EXTEND 3" MAX ABOVE OftOUND MEL, 4, ALL CONDUIT RELATED DIMENSIONS ARE TO THE DENIM OF THE DUCT UNLESS OTHERWISE INDICATED, 5. MAINTAIN 5' CLEARANCE FROM FRONT AND 3' OLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD, 6, INSTALL 2" SLEEVE FOR GROUND ROD, 46" LONG, 7. CABES THE TX' PADL AND IN UFRONT OF ANYROTHER SCABL SEWHTRANSFORMER HSARE NOT CT METERED GINSIDEWTHE TRANSFORMER.OTH SIN S TG OO AVOID CABLE TRAINING ISSUES, t ' F P L I OH & UG DISTRIBUTION SYSTEM STANDARDS DRAWN BY•BILL 8115 ORIGINATOR: SMS ._...---=-----^ F 2 1/2UPDATE NOTES MR ELS RDN DATE: APPROVED: J.J MoEVO _ _ No SCAL E l UPDATE INtAWINO MR ELS RON St1PERVlsOR OH O PRODUCT F 1 5O 18 ORMO. DRAWN APER SUPPOkV 5 RVIOES NO. DATE REVISION # ll 16012 CONDUIT LOCATIONS FOR SINGLE PHASE UX-117,0.2 REGULAR STYLE PAD MOUNTED UX-117.0.2 TRANSFORMERS 48" . { I I 29" 155 I 19" PRIMARY 110" SEC 13 I . . O a..�1 9 1/2" 1 MIN 3 1/2' 6" 91! 3"MAX , L L • SEE NOTE 7 (FRONT OF PAD) NOTES: t 1. REFERENCE 1-62,0,0 OF THE DOS, 2. PAD M&S ))162-24E-004. - 3, ALL CONDUITS TO EXTEND 311 MAX ABOVE GROUND LEVEL. n 4. ALL SECONDARY/CUSTOMER CONDUITS MUST FiiT WITHIN THE 101X13" AREA INDICATED. 5. ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT. i' 8. MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD. l` 7, INSTALL 2" SLEEVE FOR GROUND ROD, 48" LONG, B, CABLES REQUIRING OT METERING INSIDE THE TRANSFORMER MUST BE PLACED TOWARDS THE FRONT OPENING OF T TP AVOID AND IN NTFROpTG ANY OTHER CABLES WHICH ARE NOT CT METERED INSIDE THE TRANSFORMER, THIS i It OH & TM DISTRIBUTION SYSTEM STANDARDS GRIMATORt SIBS DRAWN DY, BILL 2 { 28jf8 UPDATE; NOTES AA RR RS RDH DATE; APPROVED: J.J MoEVOY NO SCALE • t 6jAI UPDATE DRAWING ARR ELS RDH 8UPERVISOR DN[UO PRODUCT t N0, DATE REVISION GRID, DRAWN PPR. SUPPOf�7 3 RVICES f N c.. 16012 FIGURE 4 1 #12C INSTALLATION When installing conduit only(cable to be pulled later),a single#12 capper insulated wire is to be direct buried in every trench at the same depth as the conduits. The ends of the wire are to be terminated above ground at the conduit ends as shown. This wire will allow empty plastic conduits to be located with electronic equipment. This method is not Intended for gases where conduit is Installed strictly for road crossings only, In these cases ECM markers should be used to mark the conduit ends. • • • CAP. . •#12C NYLON TIE INSULATED W(RE nretl M&S 115093046 GRADE IX 1 PVC CONDUIT WHERE TO INSTALL#12C WIRE FLIT PRI(YES) FUT Ht FUT SEG(NU) FUT SVC IVES) .,,, ...,.... ...I C CT............ECM TO RISER CC . ASKEA ST :y ; t•FUTSEG PNC PNC.. To NEXT TX FUT 1-0-1 C ,t c (7:561C ..•...•C FUT SEC(YES) .J ECM CM PRI b 2 FUT SVC(NO) `s. Y /f 1 6 D 1 2 DRAWING SYMBOLS CUSTOMER INSTALLED "' CAP II S MAX. 1 v rl ia: PAD MOUNTED . SWITCH FPL INSTALLED • { FPL POLE I3, GRADE CUSTOMER INSTALLED 2 PVC KENO 90, 11L 38" RADIUS CUSTOMER INSTALLED FPL INSTALLED 2" PVC BEND 45', 36 5' CONDUIT RADIUS CAP ENO. TYPICAL PVC CONDUIT BEND TYPICAL CONDUIT MOUNTED ENTSWRANCES S iI AT RISER POLE INSTALLATION SYMBOLS CONDUCTORS - PRIMARY EXISTINQ PROPOSED FPL OWNED, IN CONDUIT, WITH CONDUCTOR SIZE, METAL, -I-PNC--i•- •-{--PNC---I- RATED VOLTAGE INSULATION AND NEUTRAL INDICATED. CONDUCTORS - SECONDARY -• STREET UOHT 4 AFPL OWNED, IN ND INSULATION CINDICATED (NM/HD TPX SHOWN).ONDUIT, WITH CONDUCTOR SIZE, METAL to 1/OA !ii— I}F •{IF- .SERVICE LATERALS 1/0A fPX T THREE-WIRE SECONDARY SERVICE. FPL OWNED IN CONDUIT 3-2C RN WITH CONDUCTOR SIZE, METAL, INSULATION AND JACKET INDICATED, -C- -C--........c- PADMOUNTED CONDUITPADMOUNTED TRANSFORMERS PADMOUNTED TRANSFORMER, 10, WITH kVA RATING FP B 15 I" li B 15 (FRONT, OR TERMINAL CHAMBER, IS SMALL RECTANGLE AT RIGHT END OF SYMBOL. PRIMARY PHASE INDICATED) TRANSFORMER STYLE SHOWN AS FOLLOWS: (RS) - REGULAR SIZE - DEAD HIGH,(LS)' �-�LOW HIGHSTYLE)— 24' + HIGH. - 32 " STRUCTURES ELECTRONIC CABLE MARKER AND OR SPLICE PIT (BURIED) ® © 1 SERVICE HANDHOLE 40F P L • 13 • it 1 6012 _ r lECOMMENDED PRACTICES FOR FIELD JOINING UN--27.0.0 OF PVC CONDUIT (USING CLEAR SOLVENT UN-27.0.0 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, (594-40600-7) FINE TOOTH WOOD SAW, OR NYLON STRING, CUT PIPE SQUARE (IF REQUIRED). REMOVE ANY BURRS AND BEVEL ANY SHARP EDGES. WIPE DRY WITH A CLEAN, DRY CLOTH. • 3, OFAPCEMENT CEMENT CONDUIT END. M #522-14100-7) UNIFORMLY ON DO NOT POUR, SPLASH,J OREGLF LOBSELL OR CEMENT FITTING, APPLY UNIFORM COAT • • r • • 4. SHOULDER.Y INSERT ENSURE SNUG IT ANTDNTO TURNHCONDUITEl1/4D 0TURNTTO DISTR{UTE HE WAY EMENT THE VENLY.INSIDE 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 ,M11;11M Tho 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 INI { 2. WSURROUNDING TRENCH HICH WILL DAMAGE CONDUTSLDUR NG MUST BBACKFILL E FREE OF LARGE OR SHARP ROCKS, CINDERS OR OTHER DEBRIS OPERATION ON 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 KIDDED IN AN APPROVED MANNER (I.E. WINCH LINE, MANDREL, ETC.) TO VERIFY CONTINUITY AND CLEANLINESS. (NOTE: NO CONDUIT RUN SHALL BE ACCEPTED AS PROPERLY INSTALLED UNLESS FREE PASSAGE IS OBTAINED AND VERIFIED BY FPL SUPERVISION.) if SF OH & UG DISTRIBUTION SYSTEM STANDARDS N ORIGINATOR OM DRAWN 9Y: BO 1 7/16/01 UPDATE DRAWING (TEXT) RAP JES JJM DATE;0-3D-94 APPRaR,d. Sn�KY NO SCALE DfREOEOTOR, o15TR19Ut1❑N ENGINF.ERlNO N0. DATE REV1s1ON ORIG. DRAWN APPR. AND OPERATIONS SERV1cEs \= f 16012 - IDENTIFICATION OF UNDERGROUND UV-12.0.0 I CABLES AND VACANT CONDUITS UV-12.0.0 GENERAL ALL UNDERGROUND CIRCUITS SHOULD BE IDENTIFIED WHERE APPLICABLE AS FOLLOWS: FEEDER NUMBER SWITCH NUMBER •. • PHASE CONDUCTOR SIZE, METAL, TYPE INSULATION AND VOLTAGE RATE (IF NOT SAME AS OPERATING VOLTAGE) SOURCE OR DIRECTION OF FEED OWNERSHIP ADDRESS OF BUILDING SERVED TW NUMBER DATE OF FAILURE ON SECTION OF CABLE (DIRECT BURIED ONLY) ANY UNUSUAL CONDITIONS, I,E, CABLE IN CONDUIT, PARTIALLY IN CONDUIT, DIRECT BURIED, ETC. 1 ; T AND ALL CIRCUITS LOCA IONS SUCH CONDUITS SHOULD BE VAULTS, MANHOLES, PAD MOUNTED TRANSFOPRIATELY IDENTIFIED ORMERS,OREACH MINAL OR H DHOLES,I WHENGTHEINCIRCUITAOR VACANT • CONDUIT IS CONDUIT IS OWNED BY OTHER THAN FLORIDA POWER & LIGHT COMPANY, SHOW "GUST 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, 1/4" HOLES • • — 3/1S HOLE oIll ` IMPORTANT o „ USE INDELIBLE 1-1/2"D, 0 0 2„ WHITE 2-1/2 MONLY yN(M sN FIGURE 1! • PLAIN PLASTIC TAG WITH cora: r54s-591-DD4) ROUND 0 CLEAR COVER sra>s M&S #549-340-001I 3„ (M&S 549-378-00B) 2.1/2'!_„ ALUMINUM TAGS RECTANGULAR (USE STEEL STENCIL) M&S #549-341-007 SERVICE OWNERSHIP TAGS _ PLACE INSIDE METER CAN, USE TIE WRAP TO ATTACH TAG TO CONDUCTORS, PRINT ADDRESS USING , •'KING PEN (M&S #549-50100-4 ) T3/18" HOLES O O 1/4" HOLES 4 • Q o raortas FIGURE 2 niatoet+r „ 2-1/2 1-1/4 D. FN.mom ,� �2-1/2" PLASTIC TAO WITH CLEAR wn�cxdl-- I T' flr COVER FOR SERVICES -ttndSF7,- (Macs 549-378-009) , 14-2-1/V-4.1ROUND (FIBERGLASS) �`P`i°'"" '"f ( _2_1/2-•,->1 M&S #549-338-006 �.14-2-1/V-4.1f'� UNDERGROUND DUCT & MANHOLE SYSTEMS USE ALUMINUM TAGS, AFFIXED TO CABLES WITH 11120-TW ON ALL CIRCUITS IN UNDERGROUND SYSTEMS, SUCH AS SUBWAY VAULTS, MANHOLES, RISER POLES, ECT. ROUND ALUMINUM TAGS ARE FOR FEEDER UBANHEINAONRECTANGULAR GTAUR ALUMINUM TAGS ARE USED FOR ALL OTHER IDENTIFIQATION PURPOSES FOR EXAMPLE, DNMER NEDTPCONDUCTORS PN DIRECT BURIED AND CABLE IN CONDUIT SYSTEMS { USE PLASTIC TAGS AS SHOWN IN FIGURE 2 (M&S 549-378-009) FOR CUSTOMER IDENTIFICATION AT LOCATIONS THAT WILL GE SUBJECTED TO SUNLIGHT, SUCH AS RISERS, AND ALSO IN URD APPLICATIONS FOR IDENTIFYING SERVICES, SUCH AS PADMOUNTED TRANSFORMERS AND HANDHOLES, USE PLAIN PLASTIC TAGS AS SHOWN IN FIGURE 1 (M&S 549-378-008) IN PRIMARY TERMINATION TAGGING APPLICATIONS. PLASTIC TAGS HAVE A CLEAR, UV RESISTANT FLAP TO REDUCE FADING AND WEATHERING. ALLOW 10 SECONDS MINIMUM DRYING TIME TO PREVENT SMEARING BEFORE ADHERING THE CLEAR FLAP. FASTEN PLASTIC TAG TO CABLE WITH 5-3/4" BLACK TIE-WRAPS ()AS 534-250-001) OR 12" BLACK PLASTIC IE--WRAPS (M&S 534-253-000). EXAMPLE QF MARKING SECONDARY CABLES V O {j 3928 ma FUTURE Sy_ (STREET XiDDRESS) y >:ft ! ST. LT. TO L w ���35DO 3800 t 2 LIGHTS C=' 11 O . Eat HsusE ADDRESS NUM=ER l"J ®' ON EACH SV INSIDE TX, EAST WEST EAST WEST TO HH TO TX TO HH TO HH � YQIIQI Ems; }LOUSE ADDRESS NUMBER MULTITAP CONNECTORS �0 M>TE TO METEE P TO 1st • 0 TX 0 CAN OR '�L AN WES BOX WEST , H EAS • WEST TO JUNOX TO HH 39584 3988* tea. WEST l BMX EAST_ r TO TX TO 2nd SUPERSEDES UV-12,0,0 WEST HH EAST LAST REVISED ON 3/15/91 TO RIi ARAU EL k' P L EAST » STREET ADDRESS tj PARALLEL NUMBER ON EACH OH & UG DISTRIBUTION SYSTEM STANDARDS - SERVICE iii 3 6/15/08 UPDATE DRAWING AR P13 ,IRO ORIGINATOR: No DRAWN BY: MLO 2 8/29/01 DWG AND NOTES GAP ELS JJM I 7/ H18/01 REVISESE D TEKT AND ADDED A DETAIL OM. RAP JES JJM CHANGED PAGE FORMAT AND DATE:9-30.94 APPROVED; R,J. SAi c1 NO SCALE C 9/30/94 REVISED NOTES AND NSIONS WO MLO RJS DIRECTOR, DISTRIEL RON ENGINEERING L NO, DATE REVISION ORIG, DRAWN PPR, AND OPERATIONS SERVICES t. , 1 6 D 1 2 D- 15.0, . 1 STAKING INFORMATION L D-15.0. 1 (EXEIBIT >:A" L ) FLA NORMALLY ON A PVC OR WIRE STAFF, ARE USED IF FIELD CONDITIONS ALLOW CLEAR SIGHT OF THE FLAGS, NOT TO BE USED WHEN FACE STAKING. FLAGS SHALL SE A MINIMUM OF 4" x 5" WITH A 21" WIRE. FLAG MARKINGSI THE APPROPRIATE PREPRINTED TYPE I,IAY SE USED IF FIELD CONDEMNS ALLOW, RAOSFV,LL SE PINK LETTERS ON WNRE FLAG AND PREPRINTED AS FOLLOWS: PROPOSED FPL POLE, PROPOSED FPL ANCHOR, PROPOSED FPL TRANSFORMER PAD, PROPOSED g, FPL TRENCH, D PROPOSED FPL ELECTRONIC CABLE MARKER, PROPOSED FPL HAND HOLE • STAKES; STAKES NORMALLY ARE 24" TO 48' ONE BY TWO'S DEPENDING ON LOCAL PRACTICES AND AVAILABILITY. B" TWO BY TWO'S CALLED "HUBS", ARE DRIVEN D SHEWITH THERSTABILITY BND IS NEEDED, SUCH AS COW PASTURES, UNPAVED DRIVING AREAS, ETC, AND ARE STAKE MARKINGS DEPENDING ON SURFACE CONDITIONS AT THE WORK LOCATION DIFFERENT METHODS OF STAKING MAY BE USED. IN EARTH, STAKES • OR HUBS WILL BE USED. NAILS, DISCS AND PAINT WILL BE USED IN PAVEMENT OF ASPHALTIC COMPOSITION, AND CONCRETE WILL BE MARKED AND PAINTED, WHERE DEFINITE POINTS OF ALIGNMENT ARE REQUIRED, SUCH AS RIGHT OF WAYS OR IN FACE STAKING, HUBS WILL L INDICATEAAILS THOSE POINTS. N THEM, NAILS AND DISCS WILL BE USED ON ASPHALT, AND CONCRETE WILL BE DRILLED AND D T REGARDLESS RE OF THE ICLOCATION'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 AU ISTc s THESE MARKINGS THE MOST COMMONLYML USED BE AIMAR)INGS. ON THE STAKES, THESE MARKING WILL BE ON THE 2" SIDES. ON PAVED 1, "ANC" - INDICATES LOCATION OF THE EYE OF THE ANCHOR ROD, 2. "ANC" - INDICATES LOCATION OF THE EYE OF THE ANCHOR ROD. 3, "FL" - 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.) "0" OR "0" WITH "POLE" IN THE CENTER, ON PAVED SURFACES OR SIDEWALK. (A NAIL & DISK WITH RIBBON . MARKED "POLE" MAY ALSO BE USED.) 5. "Q TRENCH" OR "1 FPL TRENCH" -- INDICATES CENTER LINE ALONG WHICH A TRENCH IS TO BE DUG, 0, "TX A " OR "CTR TX PAD" - INDICATES THE LOCATION OF THE CENTER OF A TRANSFORMER PAD. 7. "10' 0/S Q.TX PAD" & TRANSFORMER PAD, ALONGOFFSET ITS CENTER LINEESTAKE 10' 4,4 20' FROM PERPENDICULAR TO TRENCH. CENTER OF 8. "CTR HANOHOLE" - LOCATION OF CENTER OF HANDHOLE, 9. "10' O/S q HANDHDLE" & "20'THANOHOLE ALONG ITS CENTERLINEERENCE AKE 0' &TRENCH.FROM THE CENTER OF THE 10, "CTR MARKER" - LOCATION OF THE CENTER THE MARKER. 11. " 10' D/S q MARKER" & "20' 0/5 q MARKER" , - OFFSET REFERENCE STAKE 10' & 20' FROM CENTER OF MARKER PERPENDICULAR TO TRENCH. 12 " ADE AT FILLMAY BE PRESENT WHERE CENTER OF PAD ofi ENECESSARY.A AON INDICATING NUMERICALLY HOW MUCH TO CUT 13. "Iii" -- OFFSET REFERENCE PAINT MARK ON PAVEMENT OF EXISTING) PERPENDICULAR AND IN CLOSE PROXiM(TY TO i THE HAND HOLE. CAN BE USED FOR OFFSET PURPOSES, 14. "ktKR" - OFFSET REFERENCE PAINT MARK ON PAVEMENT (IF EXISTING) PERPENDICULAR �AND CLOSfE PROXIMITY TO THE MARKER. CAN BE USED FOR OFFSET PURPOSES. i1 i OH & UG DISTRIBUTION SYSTEM STANDARDS • • • oRLGINATOR: PMG BRAWN BY' RAS • 1 9/04/01 UPDATED DRAWING (11TLE &TEXT) DPM JES JJM DA]Et 8/09/98 APPROVED: J,J. MGEVOY NO SCALE 0 8/09/98 ORANGE PAGE FORMAT PMO_RAS JJM SUPERYSOR OH/U0 PRODUCT REVISION URIC. DRAWN APER, SUPPOI1 SETMCES NO. • DATE C, 0 16012 • D -15.0.2 STAKING INFORMATION D-15.0.2 (EXHIBIT "A") 1 � . COLOR CRAYONS, PAINTS, AND PLASTIC RIBBONS MAY BE USED FOR IDENTIFI1NG STAKES, THE FOLLOWING A.P,W A D COLORS HAVE BEEN , ADOPTED STATEWIDE AS STANDARD; • ••— WHITE j PROPOSED EXCAVATION — PINK I TEMPORARY SURVEY MARKINGS — RED •. ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGHTING CABLES • I 1 — YELLOW GAS, OIL, STEAM, PETROLEUM OR GASEOUS MATERIALS — ORANGE • • COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR CONDUIT — BLUE • PORTABLE WATER 1 -- PURPLE I i RECLAIMED WATER, IRRIGATION AND SLURRY LINES — GREEN SEWER AND DRAIN LINES Is f ALL COLOR STAKES USED BY FLORIDA POWER & LIGHT COMPANY (EXISTING FACILITIES) WILL BE RED AS DESIGNATED BY ANSI STANDARD 283.1, F ISS—NBS VIVID RED #11. THIS COLOR IS AVAILABLE AS SPRAY PAINT UNDER M&S #504-17100-5, 1 WHITE PER MARK PROPOSED FPI— CRAYONS AND PLASTIC RIBBONS USED WILL FOR STAKING FP&LS COLORTOBE USED IS SHOULD APPROXIMATE THESE COLORS, FACILITIES. 1 11 11 ; II •pp F P L V '7-. OH & UG DISTRIBUTION SYSTEM STANDARDS oRIGINATGRt PMG DRAWN BYt MS 1 9/04/01 UPDATE DRAWING (1TElE AND TExT) DPM JES JJM PMG RAS JJM DATEt8/09/99 APPROVEDI J.J. MCEVOY NO SCALE 0 B/09/98 CHANCEPAGE FORMAT me DH/UR PRODUCT N0. DA7E REVISION ERV ORIG. DRAWN APPR. SUPPOR1 SERVICES CAO—. t n 1 6 D 1 2 • ID-15,0.3 STAKING INFORMATION --15.0.3 (EXHIBIT "A") - 1 i i I ROLE AND ANCHOR STAKING 1. AN ANCHOR STAKE LOCATION REPRESENTS 7HE LOCATION of THE EYE OF THE ANCHOR ROD, 1111 I 2, WOOD OR CONCRETE POLES THAT ARE TO BE SET 6' IN RIGHT-OF--WAY AND WOOD POLES THAT ARE TO BE SET 1' IN PROPERTY WILL BE POLE CENTER STAKED. POLES SHOULD ALSO BE CENTER STAKED WHEN TT Is NOT NECESSARY TO HAVE AN EXTREMELY ACCURATE POLE SETTING, • 1 POLE LOCATION CENTER STAKED j •EXISTING ROLE LINE X • I250'± 250`± 250'± 250'± 250'±X ? 0 fo E-0 `J LJ l"1 FIGURE 1 • POLES 0-0 7o ARE CENTER STAKED 3, WHERE MORE ACCURATE POLE SETTING IS REQUIRED, SUCH AS AT THE RIGHT-OF-WAY LINE OR THREE INCHES BACK I OF THE DETERMINES BTHE SPECIFTTED FACE LOCATION, WHERE PULLED BETWEEN 11,10 MARKINGS ADJACENT MAY BE ABBRKES,EVIATED ORE S THE POLE MAY BE FACE Sp ED O TS F.P. OR FIELD FACE S,F, OR STREET FACE, MINE THE NE THAT ED 1 FACE OF THEFPOLE WILLI IBE AGAINST. THESHOULD eEMTHIRD TIES THRKED. TWOE POLETHES DOWN AS TTOE MUST RITS LATERAL IPO I7ONTBETWEENITE THE 1 1 FIRST TWO. • I STAKES F . I . II( . E3' MIN. '.1.---------- VARIES /ill 10/ -r .T B +r+; BACK OF CURB, A • • / i PROPERTY LINE CRITICAL DIMENSION (MAY BE "0" ZERO) C • • _aRRfW ii 11 1 III FIGURE 2 k' "A" de "B" ARE MARKED (AS IN "STAKE MARKINGS") TO INDICATE WHAT FACE OF THE POLE IS TO BE DETERMINED B THEIR LOCATION. A NAIL WILL BE DRIVEN INTO EACH HUB, HOLES WILL BE DRILLED AND MARKED ON . ,. "C P RLE' TO INNAIL D CATE THAT THE PCS OLE ILL s ToED ON BE LLOCATED�ALONG HILT TO S(AXIS,PERPENDICULAR MENT. "Cu IS TOR LINE FROM "A" To "B". PoLE LOCATION NUMBERS ON THE STAKE MAY BE PRESENT TO AID IN IDENTIFICATION, f F P L r •• OH Sc UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: PMO BRAWN DY; RAS • t 9/04/01 UPDATE DRAWING (TITLE AND TEXT) DPM ES JJM • PMO RAS JJM DATE:B/oBjee APPROVED: J.J. MCEVOY NO SCALE 0 6/09/99 CHANGE PAGE FORMAT SUPSEURVPiPSODRRf SH1U ESRODUCT NO, DATE REVISION ORIG, DRAWN APPR. ETM {CAO it l 1 6 D 1 e D-15'0'4 D- STAKING INFORMATION �'�*¢ TRANSFORMER PAO. HANDROLE,& MARKER STAKING 1, TRANSFORMERS, PADS AND MARKERS ARE MOST OFTEN POSITIONED AT OR NEAR THE TRENCH CENTERLINE. AS A RESULT THE STAKES ARE USUALLY DUG UP DURING TRENCHING, OFFSET OR FACE STAKES ARE USEFUL TO THE CONSTRUCTION FORCES TO RE—ESTABLISH THE LOCATION OF THE FACILITIES AFTER TRENCHING. STAKE CENTER LINE OF HANOHOLE & MARKERS. • THE FOLLOWING SKETCHES ARE EXAMPLES OF FACE STAKING AND OFFSET REFERENCE STAKING. FACE STAKING IS PREFERRED, PARTICULARLY FOR TRANSFORMER PADS, BUT OFFSET REFERENCE STAKES MAY BE NEEDED AT TIMES IF TREES OR OTHER OBSTRUCTIONS PREVENT THE USE OF FACE STAKES, ADDITIONAL STAKES SUCH AS CORNER STAKES MAY BE USED TO SUIT LOCAL CONDITIONS, 2. WHERE GRADE STAKES ARE REQUIRED, INSTALL AFTER TRENCHING AT PAD OR HANDHOLE, TRANSFORMER FAD. HANDHOLE. MARKER & MANHOLE STAKING 1, THE FOLLOWfNG TABLE GIVES THE DIMENSIONS OF THE CONCRETE TRANSFORMER PADS TO AID IN ACCURATE STAKING, PAD TYPE W L APPLICATION UX-118 O'—B" 5'-0" 30 LE PM W/SECT. UX-116 6'--0" 5'—O" 30 &20 WIG SECT, & 30 OF W/SECT. UX-117 4'—O" 4'_7" ALL 10 UX-119 9'-10" 10'-6" PADMOUNTED AUTOTRANSFORMER UN-18 10' s' FEEDER SPLICE BOX LENGTH AND WIDTH OF CONCRETE PADS FACE STAKE--p4,1/4, FACE STAKE � AD{PADO' O/S EASEMENT LINE I 10' 10' GATX AAD 10' 0/5 OFFSET REFERENCE STAKES fD PAD EASEMENT LINE FPL TRENCH sH°1"1N 10' 17XEPAORKFFRONT2" PROPOSED PAD— \ in T Nc PI RKE0 i 10' Q PA' ipri R/w elm iimi SOWNpqp FPL TREND FIGURE 3 FACE FRONTELOT URO CONSTRUCTION FIGURE 4 — FRONT LOT URD CONSTRUCTION FACE STAKING Q OFFSET STAKING EASEMENT LINS�' PROPOSED PAD is FPL TRENCH� "PROPOSED FPL TRANSFORMER PAD" FLAGS OR • "CORNER TX PAD" STAKES R\W FIGURE 5 — FRONT LOT URD CONSTRUCTION TRENCH STAKING FACE STAKING CENTER UNE OF TRENCH STAKES SHOULD BE APPROXIMATELY 50' APART EXCEPT ON CURVES, WHERE 25' OR 30' SEPARATION SHOULD BE MAINTAINED, ON SMAU,RADYJS CURVE THERE SHALL BE A MINIMUM DF 4 STAKES (PC, PT & 2 ONUNE))TO AVOID `CUTTING THE CORNER`. is DIFFERENT METHODS OF STAKING, SUCH AS A STAKE PER LOT, MAY BE USED IF LOCAL CONDTFIONS REQUIRE THEM. i � u FPL OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR; PMG DRAWN BY; RAS 9/04/D1 UPDATE DRAWING (ME AND TEC) DPIA JES JJM • 0 8/09/96 CHANGE PAGE FORMAT PMO RAS JJM DATE; 0/08/96 APPROVED; Jo), MCEVOY NO SCALE SUPERVISOR, OH UG PRODUCT NO, DATE RBVIsION °RIG, DRAWN APPR, SUPPORT SMWMS ('AC) 16012 CABLE IN CONDUIT (CIC) UN_28,0.0 UN-28.0.0 INSTALLATION GUIDELINES "FOR REFERENCE ONLY" DIRECTIONAL BORE THE USE OF CIC FOR DIRECTIONAL BORING APPLICATIONS SHOULD BE LIMITED TO MAINLY STRAIGHT, POINT TO POINT RUNS. MOST CONTRACTORS WILL NOT INSTALL DIRECTIONAL BORED CIC WHERE THERE ARE MANY BENDS DUE TO THE SENDING SUCHSAND CONDITIONSTENSIONS THEREBY LOSINGWILL ANY ADVANTAGE TOTHE DESIGNINGLE WILL WITHECIIC. HOWEVER, CICTHE WILL PROVIDE VERY GOOD D PULLED UNDER LABOR SAVING ADVANTAGES WHEN EMPLOYED IN STRAIGHT LENGTH BORES. THE REEL TRAILER SHOULD BE SET UP TO PAY OUT THE CIC FROM UNDER THE REEL DRUM. (SEE FIGURE 2,) FOR TERMINATING AND CUTTING OF CIC, REFER TO INSTRUCTIONS UNDER "OPEN TRENCH", WHEN FIRST CONSIDERING THIS TYPE OF INSTALLATION, IT IS ADVISABLE TO REVIEW THE DESIGN WITH AN EXPERIENCE DESIGNER, THE CONTRACT ADMINISTRATION COORDINATOR AND THE CONTRACTOR, AS NEEDED, OPEN TRENCH MAINTAIN A UNIFORMLY FLAT OR GRADUALLY CHANGING TRENCH BY REMOVING VERY LARGE ROCKS, (SEE FIGURE1.) POSITION THE REEL SO THAT THE CONDUIT PAYS OUT FROM BELOW THE REEL DRUM AND AS NEAR TO THE CENTER LINE OF THE TRENCH AS POSSIBLE. AVOID REVERSE BENDING AND OVER SPINNING OF THE REEL DRUM DURING PAY OUT. (SEE FIGURE2.) DURING INSTALLATION AVOID SWAYING AND KINKING OF THE DUCT. (SEE FIGURE 3.) DEPENDING ON THE LENGHTH OF THE RUN, DETERMINE WHEATHER TO PAY OUT THE CIC ALONG THE TRENCH LINE OR TO SIMPLY CUT THE DESIRED LENGTH AS REQUIRED. (REFER TO TABLE 1 FOR REEL LENGTH AND OTHER DATA.) SEAL THE CIC AND, IF DESIRED, INSTALL A CABLE PULLING GRIP AT THE INSTALLING END (M&S #593-728-001). WHEN ENCOUNTERING OBSTRUCTIONS SUCH AS UTILITY LATERALS, FEED THE DUCT END BEYOND THE DESIRED ANGLE AND THEN ROLLING TO THE VERTICAL POSITION. (SEE FIGURE 4.) DO NOT EXCEED MINIMUM BENDING TO ALLOW FOR A GRADUAL BEND. (SEE FIGURE 5.) FOR TERMINATIONS INTO A PAD OR A RISER, THERE IS NO NEED TO TRANSITION TO A PVC BEND SO LONG AS THE MINIMUM BENDING RADIUS IS NOT EXCEEDED, THIS WILL BE THE CASE IN THE MAJORITY OF INSTALLATIONS, IF THERE IS A NEED 42 TRANSITION ODO)p 1S REQUVRED AND WILL HOLD 2" PPE ONINTHEG MCIC ENDh-470 006). BONDUIT ADHESIVE KIT, • M&S #522 • USE ONLY APPROVED DUCT AND CABLE CUTTING TOOLS. (M&S 1594-406-058 FOR DUCT & M&S #693-557-001 FOR • • CABLE). UNWINDING CIC WILL RESULT IN THE CONDUCTOR LENGTH BEING SHORTER THAN DUCT LENGTH. ALLOW ABOUT 15' OF CONDUCTOR LENGTH SHORTAGE FOR EACH 1000' OF CIC TO BE INSTALLED, OR ROUGHLY 1.5% OF CIC UNROLLED. ALLOW FOR S, PADS OR RISERS).ECUTATHE DUCT CIC AT H BACK,E EXPOSING THE CABLE SO AS TOING END AS CALCUTED. DO I LEAVE A MINIMUMKEWISE AT OF POINTS 3" PETDUCETT ABOVERISER. PRIOR TO INSTALLING TERMINATIONS OR SPLICES, SLIP A 2" COLD SHRINK TUBE (M&S #153-010-001) OVER EACH CABLE AND DUCT END. SEAL THE CIC BY UNWINDING THE TUBE AFTER ALL TERMINATIONS OR SPLICES ARE COMPLETE (SEE ILLUSTRATION BELOW), MECA UNITS ARE AVAILABLE IN SECTION 4925, FOR ROAD CROSSINGS, INSTALL A 5" PVC DUCT PRIOR TO ROAD PAVING. PUSH THE CIC THROUGH AT THESE LOCATIONS, (SEE FIGURE 6 FOR BACKFILL RECOMMENDATIONS). � � i �1111� OLD SHRINK (MdeS 0 9833-01010 00-1) CABLE COLD SHRINK COND R { (INSTALLED) a .FPL 00 N OH & UG DISTRIBUTION SYSTEM STANDARDS 2 4/13/16 UPDATE TITLE ARR ELS RDH ORIGINATOR: 81.1.1 DRAWN BY: RAS 1 2/22/11 UPDATE NOTES ARR ELS SXN J.J IAcEVDY 0 8-9-98 REVISED )A&S f�IN 8TH PARAGRAPH AND Km E{AS dm DATE:B/D/96 APPROVED; ND SCALE PVC DUCT SIZE t' PARAGRAPH 9. SUPERVISOR, CH/UO PRODUCT €9. t NO. DATE REVISION ORIG. DRAWN APPR, sUPPDRT s RVICEs 16012 DIRECTIONAL BORING UN-28.0.2 DIRECTIONAL INSTALLATION GUIDELINES DESIGN CONSIDERATIONS WHERE DIRECT BURIED CABLE IS TO BE REPLACED WTH CABLE IN DUCT, DIRECTIONAL BORING SHOULD BE THE METHOD OF CHOICE WHEN THE CABLE IS WILL HAVE TO BERCONSIDERED DER EXISTING I EACHOJOBAINCLUDE CUSTOMER SATISFACTION,SATIS ACTNG ION, SOD EXPENSIVELY AND ASPHALT RESTORATION CS. OSTS, FACTORS THAT ACCESSIBILITY TO EQUIPMENT, SMALL BORING RIGS WILL FIT THROUGH A 3 FOOT CHAIN LINK GATE, FOR WATER CROSSINGS WHERE CLX CABLE IS TO BE REPLACED IN ENVIRONMENTALLY SENSITIVE AREAS, CONSIDER THAT SEVERAL FPL DIRECTIONAL GORING CONTRACTORS HAVE EQUIPMENT AND EXPERIENCE FOR BORES UP TO 3,000 FEET. SPECIAL REEL LENGTHS OF FEEDER . CABLE WOULD BE REQUIRED. CABLE PULL CALCULATIONS WOULD ALSO HAVE TO BE CONSIDERED. BUTT FUSING OF THE PE DUCT END TO • END IS REQUIRED FOR THESE BORES. CORE SAMPLES BELOW THE WATER BOTTOM WILL BE REQUIRED. CONTACT THE ENVIRONMENTAL DEPT. { DURING THE PLANNING PHASE. WHETHER THE JOB IS FOR A WATER CROSSING OR FOR URD REPLACEMENT, AN OPEN AREA FOR EQUIPMENT SET UP WILL BE REQUIRED (I.E. APPROXIMATELY A 20 FT, X 10 FT, FOR URD TYPE RIGS, 100 FT. X 50 FT, MIN, FOR LARGER TRACK RIGS,) AN AREA FOR THE BENTONITE i ` SLURRY AND WATER TRUCKS WILL BE NEEDED ADDITONALLY. DISCUSS THIS WITH CONTRACTOR PLANNING AND STRATEGY DEPT. AND THE CONTRACTOR. RAIL ROAD CROSSINGS CAN BE DONE USING JACK AND BORE AND DIRECTIONAL BORING METHODS. CONTACT THE RAIL COMPANY AS REQUIRED, PRIOR TO ENGINEERING THE JOB. NORMALLY, A MINIMUM DEPTH OF 10FT, PLUS THE BORE DIAMETER BELOW THE TRACKS WILL BE REQUIRED WHEN PE CONDUIT IS USED. FOR SHORT LENGTH BORESNORMALLY UNDER 100 FEET) SMALLER� DI COORDINATOR.Y GUIDEDUESE SMALLER BORING EQUIPMENT IS PROVIDED BY SOME CONTRACTORS OR MAY BE AVAILABLE THROUGH YOUR LOCAL TOOL I BORING TOOLS ARE COMMONLY TERMED "BULLETS" AND SOME CAN BE GUIDED. FOR LONGER LENGTH BORES, USE TABLE 1 BELOW FOR I REFERENCE. TABLE 1 CONDUIT W/MINIMUM CONDUIT W/MINIMUM DUCT SIZE SDR TENSILE YIELD = 3000PSI TENSILE YIELD = 3500PSI SPF (LB—F) SPL (FT) SPF (LB—F) SPL (FT) • 2" 13.5 1386 3718 1616 4338 1 6" 11 , 12991 3716 15156 4335 0" 9 26313 3718 30699 4338 10" 9 40877 3719 47690 4340 1 * SPF = SAFE PULL FORCE * SPL = SAFE PULL LENGTH EM•IINNEF_RING MECA UNITS ARE LOCATED IN THE MECA SYMBOL CATALOG SECTION 4925 AND 4937. ACCESS PITS WILL BE REQUIRED AT TERMINATION POINTS AND AT LOCATIONS WHERE A 90 DEGREE TURN IS REQUIRED. CUL—DE-SAC AREAS MAY REQUIRE ACCESS PITS TO COMPLETE. PLAN AND PROFILE DRAWINGS ARE BEST, AND MAY BE REQUIRED FOR AS—BUILT PURPOSES AS NEEDED. CALL FOR BORING PER LOCATION IN THE NOTES. FOR PE DUCT LENGTHS REFER TO TABLE 2. FOR SPECIAL CABLE REEL LENGTHS CONTACT THE RESPONSIBLE PRODUCT ENGINEER. FOR ACCESS PIT LOCATIONS, OR WHERE CONNECTING TO A PVC BEND. USE PLASTIC COUPLINGS USING BONDUIT ADHESIVE M&S 522-142-000, PE CONDUIT CAN NOT BE GLUED WITH PVC CEMENT, THESE COUPLINGS CAN BE INVENTORIED THROUGH MECA AS NEEDED. (SEE TABLE 3.) FOR ADDITIONL INFORMATION OR SPEIAL SEE TABLE 1 AND ) RESPONSIBLE AFOR THIS DESIGN AREA.CWHENOJOIN NGSPVC—TO—PLY OR PV2, -TO FI ERGLASS THE USE AESTRAIGJHT PVSA COUPLING ADHESIVE KIT AND DISPENSING TOOL, FOR DETAILS SEE TABLE 3.. TABLE Z TABLE 3 AVERAGE MINIMUM MINIMUM LUBRICANT M&S if COUPLING SIZE OUTSIDE INSIDE BEND REEL WEIGHT SPONGE 184-466--009 1" PVC TO 1" PVC DUCT DUCT SIZE SDR DIAMETER DIAMETER RADIUS +LENGTH (LBS/FT) SPREADER&S # 164_470_006 2" PVC TO 2" PVC M&S # (INCHES) (INCHES) (INCHES) (INCHES) (FEET) 164-76200-7 2 13.5 2.375 1,98 35 3000 .5281.95/FT 595-439-103 164-453-004 164-453-004 4" PVC TO 2"PVC TO PVC • 164--76320-5 6 11 8.625 5.33 42 450 4,944L9S/FT 595-439-405 164-449-007 5" PVC TO 5" PVC 164-763-800 8 9 6,625 6.6 68 40 10.00iL85/FI 164-448-001 4" PVC TO 5" PVC 184-763-810 10 9 10.75 8,218 215 40 15,534LBS/FT 164-450-005 6" PVC TO 6" PVC 164-763-900 20 11,5 19.782 16.146 20 164-447--004 5" PVC TO 6" PVC 164-446 000 rOR PVC, HDPSTEEL 8" TO 6" COUPLING E, * VALUES SHOWN ARE ACCORDING TO PLASTICS PIPE INSTITUTE GENERAL INDUSTRY BONDUIT ADHESIVE KIT M&S 522_142-000 STANDARDS. IF NEEDED, CONSULT WITH CONDUIT SME FOR ADDITIONAL INFORMATION, DISPENSING TOOL — M44s #593-780-000 • 2. F P L N $ OIHI & UG DISTRIBUTION SYSTEM STANDARDS UPDATE TABLE 2 ARR ELS ROH • 10 9/2/16 ORIGINATOR: SLM DRAWN By: RAs ' 9 7/26/18 UPDATE NOTES ARR ELS RDH 8 4/20/16 UPDATE TABLE 2 ARR ELS RDH DATE g/g/96 APPROVED: 63 McEVDY NO SCALE • 7 7/17/16 ADDER TABLE ARR ELS ROH SUPERVISOR, off/UG PRODUCT • NO. DATE REVISION ORIG. DRAWN APPR. SUPPORT S RVICES it1 1 1 6 D 1 2 UN--28.0.3 DIRECTIONAL BORE UN-28.0.3 INSTALLATION GUIDELINES 4 .• CONSTRUCTION AND INSTALLATION AFTESET UP, THE STEEL BORING RODS,DRILL AVAILABLE IN VARYING WIDTHS ASFRAME IS ANCHORED TOEREQUIRED,GRO,NDA STEERABLE BORING HEAD IS THENT A SHALLOW APPROACH ANGLE. NG USEDETO FLLE ADVANCE THROUGH THE GROUND, LEVELING AND EXITING WHERE REQUIRED, THESE RODS ARE AT TIMES REFERRED TO AS A "DRILL STRING", THE HEAD CONSISTS OF A JET BIT OR DOWN HOLE MUD MOTOR, i THE DRILL HEAD HAS AN ANGLED FACE. WHEN ROTATED, IT ADVANCES FORWARD. WITHOUT ROTATION, IT WILL GLANCE AWAY FROM THESENG IS ACCOMPLISHED ANGLE AND PITCH MOVING , DATA TO ADRECEIVER� OR ABOVE GROUND TO TELL THE OPERATOR WHERE THE DRILL HEAD NEEDS TO GO. AFTER THE PILOT HOLE IS CREATED, A REAMER IS ATTACHED TO THE DRILL STRING FOR PULL BACK. A SWIVEL IS THEN ATTACHED TO PREVENT THE PE DUCT FROM ROTATING, THE WORK STRING IS PULLED BACK TO THE DRILLING RIG, SIMULTANEOUSLY INSTALLING THE CONDUIT IN THE EXPANDED HOLE, • FOR 6" PE DUCT INSTALLATIONS, 1T IS RECOMMENDED THAT THE ENTIRE REEL LENGTH BE REMOVED AND ALLOWED TO REGAIN ITS ROUND SHAPE PRIOR TO PULL BACK. THIS TAKES ABOUT ONE HOUR IN SUNLIGHT. THIS IS NOT REQUIRED FOR SMALLER SIZES. WHERE INSTALLING 6" PE IN WATER CROSSINGS, INSTALL THE 1000 MCM AL TRXLPE 25 KV CABLE (M&S #100-298--008), FOR PULLS, IT IS RECOMMENDED THAT A SPONGE SPREADER BE USED TO SPREAD THE LUBRICANT AHEAD OF THE CABLE WHILE THESESPREADERS, TABLED 2R CONSIDER USING ABOUT 1 GALLON OF APPR APPROVED SPREADERS AVAILABLE AS A TOOLAIILUBRICANT FOR EVERY 200 TEM ED CLE 1 I AFTER COMPLETION OF THE BORE AND PULL BACK, ALL SURFACE SLURRY WILL BE REMOVED FROM THE SITE BY THE CONTRACTOR. ANY SOD REQUIRED ATCONTRACTOR. AS WILL BE PROVIDED AS REQUIREDMASTWELLL. CONTACTACCESS LOCAL CONTRACT ADMINISTRATION FORPITS WILL ALSO BE DONE BYT HE MORE INFORMATION. BUILTS GROUNDING FOR INSTALLATION IN DIRECTIONAL BORE DUCT BANKS, INSTALL A 2" CONDUIT IN THE DIRECTIONAL BORE WITH THE OTHER CONDI S ANN PULL THE 4/ OINSULATED U CARL ON UTARIN THE 2" CONDUIT. THE 4/0 COPPER INSULATED COE DLLLTE0NCPTED FOR ANY ADDITIONAL QUESTIONS RELATED TO CONSTRUCTION OPERATIONS, CONTACT THE RESPONSIBLE DEO OPERATIONS SPECIALIST, i . is I FPL V VN OH & UG DISTRIBUTION SYSTEM STANDARDS • • 2 12/13/17 UPDATE DRAWING (NOTES) ARR JES RDH ORIGINATOR: DIM DRAWN BYI MS . 1 B/27/99 UPDATE DRAWING (NOTES), RAP JES JJU DATE;8/9/96 APPROVED: J.J UnEVOY NO SCALE '= BLM RAS JJM 0 8/09/96 ORIGINAL DRAWING - SUPERVISOR, 0H/UG PRODUCT NO. DATE REVISION ORIG. DRAWN APPR. SUPPORT SERVICES C4f; 16D12 **l* NoTiCP*** CALL SUNSHINE 1-800-4324770 48HOURS BEFORE YOU DIG FOR UNDERGROUND LOCATIONS. NOTIFY FPL REP. FOR INSPECTION OF TRENCH DEPTH&PVC INSTALLATION [PRIOR TO BACKFILLING TRENCH. POLE --'INSTALL PULL STRING(018 TWINE)--..-_._. ..... --"'' /� (CONC./WOOD) 1N CONDUIT,TAG&MARK ENDS FPL CONCRETE y,' w /� a L FINAL GRADE TRANSFORMER PAD Y . /I,/ . /07 : .0 I „:4,, • • t . L .. so"MIN.COVER 90 �FROM FINAL36"RADIUS36"MIN. GRADE TO TOP FPL. 5" PVC r� <. OF CONDUIT CONDUIT ' IF REQUIRED: BENDS AT RISER POLE TO BE � 12"MIN.SEPARATION ENCASED IN CONCRETE WITH //f FROM FPL TO 4-BOLE.13AGS OF SAKRETE. FOREIGN PL UTILITY WITH • FORM CONCRETE ADJACENT WELL TAMPED YI EARTH TO POLE AND AT SURFACE. GRADE-1, j/� USE 5°SEND SEGMENT To MARKER z 09 FOREIGN UTILITY j PASS UNDER ELECT ftNIC OR OBSTRUCTION OBSTRUCTION IF • ('```�' REQUIRED. ' `---` � 3�� AS REQUIRED j . 12"MIN.SEPARATION OF WELL TAMPED EARTH • ENO PLUG •L O►DU CLOS LGU► IE- , OIEIG U .1 t QUUQT ND MIIR}(#N HMO; (4F REQUIRED) + BACK-FILL WITHIN 4"OF THE CONDUIT TO BE FREE OF MATERIAL THAT MAY DAMAGE CONDUIT SYSTEM(BOARDS,ROCKS LARGER THAN 1"IN DIAMETER,DEBRIS,ETC.) �� • IF COMPACTON OF TRENCH ROUTE IS REQUIRED • FOR PAVING,ETC,BEGIN MACHINE COMPACTION 1 6'����,,,, • / _ 6 MINIMUM ABOVE CONDUIT. z 12."MINIMUM • WHERE 39"OF COVER CANNOT BE MAINTAINED, ,r..-.HORIZONTAL 30"OF COVER WILL BE ALLOWED WITH 3"OF M o r , SEPARATION CONCRETE ENCASEMENT AROUND THE CONDUIT. `' (N.E.S.C.RULE FOR PRIMARY VOLTAGES) t1 OR FOREIGN __- FPL • UTILITY MATERIAL LIST 5"PVC SOH 40 CONDUIT CONDUIT ' 20'LENGTH(BELLED END) 164-33800-1 INSTALLATION OF FPL CONDUIT 90°BEND 46"RADIUS 164-26200.5 PARALLEL oo°BEND 48'RADIUS 164-25200-9 WITH-OR-IN A SHARED TRENCH 45°BEND 48"RADIUS 184-81400-8 WITH A FOREIGN UTILITY. � A ./{ 5°BEND SEGMENT 164-56100-1 - 22.6°SWEEP 12-6°RADIUS 104-13000-1 STRAIGHT COUPLING 164-44900-7 REPAIR SLEEVE 6'LONG 164-47530-0 FPL SUPPLIED 5"PVC CONDUIT END PLUG 164-53600-1 TYPICAL.CUSTOMER INSTALLATION ATION DETAILS TW1NE#18 112(p ROLL 542-21500-5 ELECTRONIC MARKER 690-61601-5 (PORTIONS OF UN-6,UN-16,CONC.&PAA DETAILS) .. .. 16012 **xk NOTICE''*'" .CALL SUNSHINE 1-800-432-4770 4$I-IOURS BEFORE YOU DIG FOR UNDERGROUND LOCATIONS. NOTIFY EPL REP.FOR INSPECTION OF TRENCH DEPTH&PVC INSTALLATION PRIOR TO . )3ACK:FTLLING TRENCH. .„ ----'�INSTALL PULL STRING(#18 TWINE)4w- POLE IN CONDUIT,TAG&MARK ENDS (CONC.I WOOD) g it MAX. FPL CONCRETE'-" �^G ,esM FINAL GRADE TRANSFORMER PAD i l/1//c/ '4,,e• . '-'43)---er AM 4 Is.;z '< 36"MIN.COVER 90°BEND // :41.- •. FROM FINAL 36"RADIUS �1 "_?`'`. '`-"- 36°MW. G RADE IO TOP FPL 6"PVC fi -"'5.t.4%,,, OF CONDUIT CONDUIT -' iF REQUIRED: 1 BENDS AT RISER POLE TO 6E / 1z"MiN,SEPARATION ENCASED IN CONCRETE WITHT FPL CONDUIT O • 4.80LB.BAGS OF SAKRETE. FROMFRMIN UTILITY TO FORM CONCRETE ADJACENT WELL TAMPED EARTH TO POLE AND AT SURFACE. CRADE- USE 50 BEND SEGMENT TO ELECTRONIC 2MAX, FOREIGN UTILITY PASS UNDER OR OBSTRUCTION OBSTRUCTION IF •�y REQUIRED. 111111111111111 • =mum AS REQUIRED 12"MIN.SEPARATION OF WELL TAMPED EARTH ENO PLUG • FPL Cc NDUIT CROSSIN G! i_RI ` G► U I J]IiCT END MARKING (IF REQUIRED) NOTES: • BACK-FILL WITHIN 4"OF THE CONDUIT TO BE FREE OF MATERIAL THAT MAY DAMAGE CONDUIT SYSTEM(BOARDS,ROCKS LARGER THAN 1"IN • DIAMETER,DEBRIS,ETC.) 4 IF COMPACTION OF TRENCH ROUTE 1S REQUIRED ,�.�r��rr ? _ FOR PAVING, ABOVEEC.BEGIN CONDUIT.MHINE COMPACTION i! ✓ -4 ' ` 6 MINIM ♦ WHERE 36"OF COVER CANNOT BE MAINTAINED. 2 -r -4- HORIZONTAL 30"OF COVER WILL BE ALLOWED WITH 3"OF M 6SEPARATION CONCRETE ENCASEMENT AROUND THE CONDUIT. _ (N.C.S.C,RULE FOR PRIMARY VOLTAGES) • /1 ��' Q ,FOREIGN FPL �` -r UTILITY I CONDUIT ' MATERIAL LIST 6"PVC SOH 40 CONDUIT 20'LENGTH"RADIUS (BELLED END) 464-34000-6 INSTALLATION OF FPL CONDUIT 90°BEND 48"RADIUS I64..25100 2 PARALLEL WITH•OR-IN A SNARED TRENCH 45°BEND 60"RADIUS 484-61400-4 WITH A FOREIGN UTILITY. 5°BEND SEGMENT 164-66200-8 0� ¢ 22,5°SWEEP 12'-6"RADIUS 164-13100-7 (4/, STRAIGHT COUPLING 164-45000-5 REPAIR SLEEVE 6"LONG 164-47540-7 END PLUG 164-63600.7 FPL SLWPLIPD 6" PV CON >t_1WT ELECTRONIC MARKER 590-61001-5 TYPICAL CUSTOMER INSTALLATION DETAILS TWINE#18112#ROLL 642-21800-5 (PORTIONS OF UN-6,UN.18,CONC.&PAD DETAILS) • _w — CAE}. 16D12 E ENDS UN-15.0.0 USINGLOCATION ELECTRONIC MARKERF DUCT OR r SYSTEM UN-15.0.0 "" TYPICAL INSTALLATION qi *<1.�t 1C1t. 11.11.!1+i1! FPL EMS MARKERS FULL RANGE MARKER M&S f DESCRIPTION w 690-81801-5 FULL RANGE, 'TOILET SEAT" %1,, _fir4 590-61610-4 PEG MARKER, EXISTING HANDHOLES NI{ 4I 1(� 590-81600-7 4" SPHERICAL MARKER I!ll. 24'MAXIMUM 111 JJ J JI JJJ PLUSALL. /� DUCTT ENDS AS REQUIRED U 4" SPHERICAL MARKER DUCT ENDS ,� FOR CABLE IN CONDUIT • NOTES: 1. THE ELECTRONIC MARKER SYSTEM (EMS) IS AN ELECTRONIC ELEMENT TUNED TO A SPECIFIC I FREQUENCY FOR FPL CO. I 2. A TYPICAL INSTALLATIOU IS SHOWN ABOVE, OTHERS MAY BE A. ENDSPLACED ACROSS AREAS U ADVANCE IN OF CABLE I INSTALLATION, CABLE WILL BENTALNTHCONDUT ON SUBEQENT O B. TEMPORARY END OF UNDERGROUND CABLES OR CONDUITS. C, TEMPORARY END OF CUSTOMER CONDUITS THAT FPL WILL EXPOSE AND CONNECT TO. 1 D. FEEDER CABLE OR DUCT BANK TURNING POINTS NOT EASILY LOCATED FROM ABOVE GROUND REFERENCES, I E. FUTURE HANDHOLE LOCATIONS. I F. AT BOTH ENDS OF A ROAD CROSSING NOT OTHERWISE INDICATED ABOVE. 1111 THEY ARE NOT GEE1ERALLY USED FORT A, MARKING THE ROUTE OF DUCT OR CABLE, B. MARKING THE ENDS OF SPARE CONDUITS PLACED ALONGSIDE OF EXISTING SECONDARY CABLE, 3, CARE SHOULD BE TAKEN IN REMOVAL, AS THE EMS IS A REUSABLE ITEM. T OR CABLE : 4. TOB MARKED, SPHERICAL MARLL RANGE MARKERS SHOULD KERS CAN BE INSTALE SET LEVELED LED ANY TALLY AORIENTATION.BOVE PEG MARKERS I MUST BE INSTALLED VERTICALLY. I • 5, MARKER SHOULD BE COVERED WITH 4" of FIRM SOIL TO PREVENT MOVEMENT DURING • BACKFILL. 6. NOTE SHOULD BE MADE ON WORK SKETCH THAT CABLE OR CONDUIT ENDS ARE TO BE #; MARKED WITH EMS. Is I 11 r ft Z crs— SUPERSEDES UN-15,0.0 LAST REVISED ON 1-29-92 } F P L U I' 4 a/1s/CS UPDATE NOTES RJo ELS JJM OH Sc UG DISTRIBUTION SYSTEM STANDARDS N 3 11/18/03 UPDATE NOTES RJO ELS JJM 2 7/18/01 UPDATE DRAWING (NOTES) RAP JES JJM ORIGINATOR: ELM DRAWN BY: RAS 1 8/26/99 UPDATE DRAWING (TEXT & CHART) RAP JES JJM 0 8/09/96 ORIGINAL DRAWING BLM RAE JJM DATE:8/09/98 APPROVED: J.J. MGEVOY No SCALE SUPERVISOR, OH/1.10 PRODUCT I No. DATE REVISION 0810. DRAWN APPR. SUPPORT $ CES e 16012 CONDUIT LOCATIONS FOR 3 PHASE UX-114.0,1 DEAD FRONT PAD MO TED TRANSFORMERS MC-114.O.1 WITH SECTIONAL1' ING CARIE THRU) UP TO 6OOKVA USING 2--6' DUCTS FOR PRIMARY CABLES • ao" 38" I P ' . 19" I 60" I PRIMARY 8" SEC 9" 13" • 0 C) 0- --_.._`METERING CONDUIT 1 5 (IF REQUIRED) • I MAX11 i' 13" 1 14" ' • (FRONT OF PAD) NOTES; 1)REFERENCE 170,0,1 OF THE DCS 2)PAD M&S 162-24680-0 3)ALL CONDUITS TO EXTEND 3"MAX AHOVF GROUND LEVEL 4)ALL SECONDARY /CUSTOMER CONDUITS MUST FIT WITHIN THE 19"X13" • AREA INDICATED. WILL HOLD 8-4-" CONDUITS MAX. 5)ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT 6)MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND REAR OF TRANSFORMER PAD. PP L OTC & CIG DISTRIBUTION SYSTEM STANDARDS DIVOINATOR:1514 CRAM OY: 11111. OS/20/02 UPOAIE ORONO(ROTE i) imp j 4,14 GATS APPROVE*: J.J.IMCEVOY 110 SCALE 9UYERN9,1R 01i/UO¢1t0OUCY 110. DATE REN610N ORRI. ORASN APPA. $Vp1'ogf Ana f/1f'� 24 CAO `'111 it 161312 TYPICAL INSTALLATION OF CONDUIT UN-6.0.0 ELLS AT RISER POLES AND U� - 6.0.0 PAD MOUNTED TRANSFORMERS "A" "B` 1-1— S" 1 "A" 1'41-4 e" L ^- _— L 8„ L10" 1 .m-2,' PVC/PE U-GUARD NJ/ADAPTER/ADAPTER BOOT _ PVC/PE U-GUARD W/ADAPTER BOOT II- " PVC BEND 1, „ 2(24' MIN. RADIUS 30„ j,;, MAX. 30" FOR SECONDARY) (NOTE 3) (NOTE 3) ' (38" MIN, RADIUS ( 48" MIN. CABLE IN CONDUIT F04,._ R PRIMARY) 2" PVC CONDURIT *:. RAOIUs (PVC OR PE DUCT)ION 2" PVC COUPLING ' (2" PE BEND CAN BE MADE WITHOUT COUPLING) SECTION "B-B"SECTION "A--A" • • PAD PVC OR PE CONDUIT MOUNTED TRANSFORME rw� i �� �'y'\�\ REGULAR (h2"± HIGH) -__ DEAD FRONT SEE NOTE 2 (35"± HIGH) SEE NOTE 2 PVC OR PE CONDUIT PAD =_==� MOUNTED =_ = - ..1,i.4i,`•''l'l'."1111r1 -v-v• TRANSFORME LOWSTYLE SEE NOTE 2 (24":L HIGH) NOTES: ( 1,BENDS AT RLSER POLE CAN BE ENCASED IN CONCREIE -80LB, BAGS FOR 2 RISER CONDUIT AN}D 4-BOW 5 BAGS FOR RISER, ULL FORM CONCRE E ADJACENT TO POLE ANDENSIONS AT SURFACE..ANT, 2.RADIUS VARIES, FOR 2" PVC CONSTRUCTION USE 24" OR 36" RADIUS, M&.S164-23800-6 OR M & S {j164-23901-1. PE CONDUIT MAY BE FIELD BENT. 3.NESC RULES REQUIRE MIN. 30" DEPTH FOR PRIMARY VOLTAGE 2. 7.-- CABLE. WHERE CONCRETE ENCASED, LESSER DEPTHS ARE PERMUTED, SUPERSEDES UN-6.0.0 LAST REVISED ON 6-30-93 I F P L U OH Sc UG DISTRIBUTION SYSTEM STANDARDS N I 2 7/13/01 UPDATE DRAWING (NOTES & TEXT) RAP JES JJM ORIGINATOR: eLM DRAWN 6Y: RAs 1 8/26/99 UPDATE DRAWING (NOTES & TEXT) RAP JES JJM 0 8/09/96 ORIGINAL DRAWING SW RAS JJM DATE,8/09/95 APPROVED: J.J, MCEVOY NO SCALE • SUPERVISOR, OH/UG PRODUCT co NO. DATE REVISION ORIG. DRAWN APPR, SUPPORT SERVICES 16D12 L--17.0.7 SHEAR BOLT SECONDARY CONNECTORS IN L--17.0.7 HANDHOLE FOR CONNECTING 2 TO 4 SERVICES NEUTRAL. "7/ 4fi � s•SrG ......a. fy E A SEE NOTE 3 ,Ittl °=& SEE NOTE 3 .,n11, r `1 ®\ �, FUSE BOLDER, FUSE FUSE HOLDER, FUSE *• & SEAL FOR STREET 1 �,;,. & SEAL FOR STREET ' � i':ti: UO ST CKT, IF REq'D, t1,� : "m LICHT CKT. IF REQ D. I'f::,, � � ��::O (SEE H-30.0 yQ�1 f.,1. .fT oI'V (SEE H-3.0,0 4, 7"'``? ♦ n: ' t i•, ) 7.0.1 ,c_`i,. c.r °l :1,*..._/ 11: AND H- ) ;�?. t r,a� ANb H-7.0,t} :C:( 1 cpr-• r, •SEE NOTE 3 <i^�,�,'` �1 c : ,It (_A �o 1/4" HOLES , \\-\0 . 1 4 PORT SHEAR BOLT CONNECTOR (PIRANHA) 5 PORT SHEAR BOLT CONNECTOR (PIRANHA) CONNECTION DIAGRAM CONNECTION DIAGRAM • • j AAWFS9 FOR I - 2 SERVICFOR 3 -- 4 SERVICE DAV—CREWE....—. • • 2-1/2" M&S #153-066-008 M&S #163 06G • • rSrx • • TPU 1OR--, i0 1-.-2-1/2 O TOP VIEW OF CONDUIT LAYOUT IN HANDHOLE M&S y 549-378•-009 0 (SEE NOTE 5) NOTFS O 1. FOR ONE SERVICE, SEE UC-5.0.0, 110-6,0.0 AND 1.10-6.0.2. 2, ONLY INSULATED CONDUCTORS MAY BE CONNECTED TO SHEARGRADE HOLT CONNECTORS. \° j/; t•\, v' 79 3. INSTALL TAG M&3 X549-378-109 £YfRYT1M£A CONNECTOR _____ (1S INSTALLED OR REPACED,4. FOR ADDITIONAL INFORMATION REFER TO L-•17.0.9, L-17.0. HANDHOLEAND L-17.0.11ELEVATION L 5. FOR 24" AND 30"HANDHOLES INSTALL ALL CONDUITS ATONE END OF THE WWDHOLE. BOTH THE 24'AND 30'HpNDHOL£s COME WITH A S £CLA STENCIL f4 PLACE ALL L ' CONDUITS AT THE ENO OF THE W,NOHOLES".THIS ALLOWS 2"^45`24" R) THE RKOTHEUCONNEC!RS ABOVE GROUND,, HANDHOLE AND 2"_16'(24" R) pi PVC BEND 2" PVC 2" PVC PVC END B, WHEN FIELD CONDITIONS DICTATE THE USE OF FN£OR MORE CABLES, IT MAY 6E BEST 10 CONSIDER THE USE OF THE 30' 1111 t� Co•DARY 2"-4 i•24" R SERVICE DUCT THE CONNECTIONS. HANDHOLD, AS'THIS WILL ALLOW ADDITIONAL ROOM TO WORK SERVICE 2 DVC D CT PVC BEND 7. A 24' HEAVY DUTY HANDHOLE(M&S N162--120-500) IS TABLE 1 ALSO AVAUADLE FOR USE IN SIDEWALKS, DRNEWAYS AND PARKING LOTS,NOT FOR USE IN ROADWAYS OR AREAS OF DELIBERATE TRAFFIC, TABLE I cABLis CONNECTORS HANDHOLE 1/0 SECONDARY,I6 DUPLEX AND 12CU FOR STREET LIGHT 163-060-000(4 PORT) 182-304-OOt (15.5'XI0.0(IB'DEEP) 1/0 SECONDARY,AND 1/0 SERVICES,UP TO 4 SERVICES 183-086-004(0 PORT) 162-120-S0B(241{131(18'DEEP) 4/D SECONDARY,AND 1 OR 2 6ERVICES 153-D68-DIB(4 PORT) 162-120-DUB(24"%13'X18'DEEP) 4/0 SECONDARY,AND 3 OR 4 SERVICES 183-056-009 (5 PORT) 182-120-000(24'X13'X18"DEEP) DEC MGA TO 350 MOM 103-008-010(5 p0RT) 162-100-007 (30)(17'%16"DEEP) 360 MCM TO 600 1;011(LTD MORE THAN 4 SETS) 163-068-011 (S PORT) 162-100-007(30')07'%16`DEEP) 400 MOM YC 600 MOM(ND MORE THAN 4 SETS) 103-017.502 (5 PORT) 102-135-007 (30'X17'%16' DEEP) 400 MGM TO BOO MOM(NO MORE THAN 4 SETS) 153-017-•S02(6 PORT) 162-121-004(46'%30'X38'DEEP) 600 MOM TO 750 MCM 103-017-602(5 PORT) 162-121-004(413`X30')136"DEEP) t 162-122-692 (32"X50"X36" DEEP) j' FOR TRAFFIC LOADING USE HANOHOLE [E }62-122--1393 (17"X30"X18" DEEP) 22 12/7/17 UPDATE TAKE MR Els RUH e F P L 2 6 21 11/5/17 UPDATE TAIT_IE MR ELS ROH MR ELs ROH OH & UG DISTRIBUTION SYSTEM STANDARDS 20 10/24/15 3DO NOTE 7 19 0/27 16 UPDATE TABLE AND DRA V NG -ERR - ELS ROH ORIGINATOR: SMS DRAWN BY: RAS ,• 1B 5/12/16 UPDATE DRAWING AND MOTES ARR • ELS RDH 17 11/11/14 UPDATE TABLE ARR _ ELS ROH DATE; 8/09/95 APPROVED: J.R. "PEPE" DIAZ NO SCALE NO, DATE REVISION OHIO. DRAWN APPR. RELIABILITY ENGINEERING MANAGER CAO UI 1 6 D 1 2 L-17.0.8 INSTALLATION INSTRUCTIONS FOR L-17.0.8 UG MULTITAP CONNECTORS #400--750MCM CABLES M&S #163-017-502 (6 PORT CONNECTOR) 111111111 .INSTALLATION STEPS: 1, IDENTIFY THE CONDUCTOR SIZE BEING USED AND CUT ROCKET TO CORRECT RING SIZE 4th RING 3rd RING CUT j CUT ERE^—)-- HERE FOR ---� 2nd RING CUT FOR #400 50D MCM HERE FOR x{750 MOM 2, WIPE CONDUCTOR JACKET CLEAN,APPLY SILICON GREASE AND SLIDE CUT ROCKET OVER CONDUCTOR, MOVE ANT DAMAGE 3. REMOVEI.E.,NEDN1INSULATION,SILICON BROI EN STRANDS)DO NOT USE A KNIFE FOR REMOVING INSULATION, SE THE APPROVED 4 WAY CONDUCTOR, STRIPPER INSTEAD. L 4. WIRE BRUSH THE CONDUCTOR THOROUGHLY TO BREAK UP SURFACE OXIDES ADD INHIBITOR AND WIRE BRUSH AGAIN INTO STRANDS, ( 5. INSERT CONDUCTOR INTO THE CONNECTOR'S PORT LEAVING A MAXIMUM OF 1/4"BARE CONDUCTOR EXPOSED. 6. TIGHTEN BOTH SETS OF SCREWS ON THE CONDUCTOR TO A TORQUE VALUE OF SOFT-LBS(FOR 11400. 750MCM CABLES). 7. SLIDE ROCKET OVER THE PORT AND ON TO THE PVC SHOULDER OF THE CONNECTORS.MAKE SURE THAT A TIGHT FIT IS ACCOMPLISHED BETWEEN THE CONNECTORS BODY AND THE ROCKET. NOTES: FOR ADDITIONAL INFORMATION REFER TO PAGES UC-1.0.1,AS WELL AS MANUFACTURER INSTALLATION INSTRUCTIONS PROVIDED WITH EACH CONNECTOR. REFER TO DCS PAGE L-17,0.7 FOR ADDITIONAL INFORMATION, li I; ( a.95 4/20/15 UPDATE Miles NUMBER ARR ELS ROH �! Ii ARR ELS WM ' F P L 4 liJ3/11 UPDATE NOTE 3 AND 7 3 1/20/11 UPDATE TIDE OAR, DWG & NOTES ARR ELS B)IN OH & UG DISTRIBUTION SYSTEM STANDARDS 2 5/15/08 UPDATE TITLE BAR & NOTES ARR ELS JRD ORIGINATOR: AR DRAWN BY: ELS 1 0/24/00 UPDATE NOTES ARR ELS JRD ELS JRD DATE: 7/12/07 APPROVED: JOSE R. DIAZ NO SCALE ARR 0 7/12/07 ORIGINAL DRAWING MANAGER, RELIABILITY ENGINEERING CAO NO. DATE REVISION ORIG. DRAWN APPR. , 16012 L-- 17.0.9 SHEAR HEAD BOLT CONNECTOR FOR L--17.0.9 CONNECTING 2 TO 4 SERVICES IN HANDHOLES INSTALLATION INSTRUCTIONS FOR UNDERGROUND CONNECTORS M&S #163-066--008 (4 PORT) & M&S #163-066-009 (5 PORT) STEP 1 LOOSEN, BUT DO NOT REMOVE THE SHEAR-HEAD BOLTS ON THE PORT/PORTS TO BE USED, STEP 2A FOR 1/4/0 AND #1/0 CABLES REMOVE THE SEAL CAP, STEP 211 FOR #246,#10 ANO #12 CABLES LEAVE THE SEAL CAP IN PLACE AND PIERCE A SMALL HOLE IN THE END OF THE SEAL CAP USING AN AWL MAKE SURE TO "BUNDLE UP" THE CABLES UP TO 3 TIMES FOR A PROPER CONNECTION BETWEEN THE SHEAR BOLTS, THE CABLE AND THE TEETH 6J THE PORTS OF THE CONNECTORS. SHEAR-HEAD E•\ .. i f PIERCE HALE , 1 tiii:t ' .WITH AN AWL A • N ,s6. ''..I SEAL CAPS 51E2_1 FOR f l/O AND #4/0 CABLES, CUT THE END OF THE CABLES AT A SLIGHT ANGLE (NO MORE THAN 25') TO FACILITATE THE INSERTION INTO THE PORT. DO NOT STRIP THE CABLE INSULATION. 25' TFP 4 E PUNCTHE WIP THE CONDUCTOR A PIECE CLEAN AND OF # 0 APPLY SILICON GREASE TO THE CABLE TO AID IN THE INSERTION PROCESS, FOR f 4/0 CABLES PR STEP 5 MARK CABLE JACKET WITH VINYL TAPE OR GREASE PENCIL AT A DISTANCE OF 4 1/2" FROM THE END TO MAKE SURE THAT CONDUCTOR IS FULLY INSERTED. inelia I p _O L STEP 8 HAND TIGHTEN THE SHEAR BOLTS ON THE USED PORTS. USE A SHORT SIX-POINT 3/4 INCH SOCKET (M&S #594-955-002) ON A BATTERY OPERATED IMPACT DRIVER (MAKE SURE THE BATTERY IS FULLY CHARGED) TO AVOID ROUNDING THE SHEAR-HEADS, TIGHTEN THE BOLTS ON PORTS USED, GOING FRONT THE SHEAR-HEAD CLOSEST TO THE CONDUCTOR TO THE OTHER ON THE SAME CONDUCTOR, UNTIL THE SHEAR-HEAD OPERATES. ENSURE THAT THE SOCKET FULLY ENGAGES THE SHEAR-HEAD EACH TIME, FOR SHEAR BOLTS REMOVAL USE A SHORT SIX-POINT 11/16 INCH SOCKET (M&S #594-955-003), :__=-,. 3 l5. _, Q tY10. ri ��' MOVE THE SOCKET •`�,Ci �� r� C?j'..�'�_� FROM THIS POSITION /T3_ - ` L� >` TO THIS POSITION VIRILE ff meati s_! 1 �`_ �_ TIGHTENING THE SHEAR 1 ,..,1111 _ /-� •!moi _ HEADS. A It - / - - ,....„, 4,2%, _ t...lr--- „ 4.1),...,„_ iii. ;, _,„ STEP 7 ENSURE ALL SHEAR HEAD BOLTS ON USED PORTS HAVE BEEN "SHEARED OFF", THAT SEAL CAPS ARE NOT MISSING ON UNUSED PORTS AS WELL AS NO LOOSE SHEAR-HEAD BOLTS. I • NOTES; 0 CABLE SIZES. 1. M&S #163-066-064, SHEAR BOLT FoR 4 AND 5 PORT PIRANHAS WITH A #s-#4/ 1f: i; 2, FOR CONNECTING #250-350MCM CABLES USE M&S #163-066-010. SEE TABLE I ON PAGE L-17,0.7. j - F ARR ELS RDH 30 iE B 5/22/18 ADD NOTE t ARR ELS UN 12/21/10 UPDATE STEP 28L I' _4 12/IG UPDATE STEP 3,4 AND 6 ARE ELS- JED 3 11/3/09 UPDATE STEP 6 &ADDED NOTE MR ELS 'RD OH & UG DISTRIBUTION SYSTEM STANDARDS 2 0/29/09 ADDED M&S #594-955-002 ON STEP B ARE ELS- AEL ORIGINATOR; ARR DRAWN BY: E.SCHYUNG iI 1 '4/9/o9 UPDATE NOTES MR SLS AEL 0 11/11/08 ORIGINAL DRAWING ARR ELS AEL DATE;10/14/08 APPROVED: ARI LIMA NO SCALE NO. DATE REVISION ORIO, DRAWN APPR. LEAD SUPERVISOR, UG PRODUCTS CAO 16012 r SHEAR HEAD BOLT CONNECTOR FOR L-17,0, 10 L-17.0.10 `^ 7'0'10 CONNECTING 2 TO 4 SERVICES IN HANDHOLES FOR #4/0, #250-#35OMCM CABLES —'" INSTALLATION INSTRUCTIONS FOR UNDERGROUND CONNECTORS M&S #163- 066-010 (5 PORT) STEP 1 LOOSEN, BUT DO NOT REMOVE THE SHEAR-HEAD BOLTS ON THE PORT/PORTS TO BE USED. • S EP,2A FOR #4/O, #250 AND #350MCM CABLES REMOVE THE SEAL CAP. I . • • STEP 25 FOR #1/0 CABLES LEAVE THE SEAL CAP IN PLACE AND CUT THE TOP OF THE CAP RING. , . SHEAR—HEAD —VA. "Jw.a c BOLTS %�'+�_q� CUT THE TOP OF /'`� THE OAP TION AT i 4 N ,� : 16012 i L-17.0.11 SHEAR HEAD BOLT CONNECTOR FOR . . CONNECTING 2 TO 4 SERVICES IN HANDHOLES FOR #350—#500MCM CABLES INSTALLATION INSTRUCTIONS FOR UNDERGROUND CONNECTORS M&S #163-066-011 (6 FORT) STEP 1 LOOSEN, BUT DO NOT REMOVE THE SHEAR-HEAD BOLTS ON THE PORT/PORTS TO BE USED. { STEP 2A FOR #35OMCM AND #500MCM CABLES REMOVE THE SEAL CAP. SHEAR-HEAD------1"_ 1474 1Y,, BOLTS t� r•=•1 %, f I c ... SEAL CAPS i . 1STEP 3 CUT THE END OF THE CABLES AT A SLIGHT ANGLE (NO MORE THAN 25') TO FACILITATE THE INSERTION INTO THE PORT, DO NOT STRIP THE CABLE INSULATION. 25' I . i , r \ . STEP 4 WIPE THE CONDUCTOR CLEAN AND APPLY SILICON GREASE TO THE CABLE TO AID IN THE INSERTION PROCESS. • I PRE-PUNCH THE PORTS WITH A PIECE OF #4/0 CABLE, STEP 5 MARK CABLE JACKET WITH VINYL TAPE OR GREASE PENCIL AT A DISTANCE OF 4 1/2" FROM THE END TO MAKE SURE THAT CONDUCTOR IS FULLY INSERTED, 1 all 0 0 ill 4 L au Ai, STEP 6 HAND TIGHTEN THE SHEAR BOLTS ON THE USED PORTS. USE A SHORT SIX-POINT 3/4 INCH SOCKET (M&S #594-955-002) ON A BATTERY OPERATED IMPACT DRIVER (MAKE SURE THE BATTERY IS FULLY CHARGED) TO AVOID I ROUNDING THE SHEAR-HEADS. TIGHTEN THE BOLTS ON PORTS USED, GOING FROM THE SHEAR-HEAD CLOSEST TO THE CONDUCTOR TO THE OTHER ON THE SAME CONDUCTOR, UNTIL THE SHEAR-HEAD OPERATES, ENSURE THAT THE SOCKET I FULLY ENGAGES THE SHEAR-HEAD EACH TIME. FOR SHEAR BOLTS REMOVAL USE A SHORT SIX--POINT 11/16 INCH SOCKET (M&S #594-955--003); . n_, L , Slso ,� !,-J._I _ ,4_ /� �" MOVE THE SOCKET _ �> ,TO THIS POSITION WHILE W-:, " .<*,r1(3 FROM THIS POSE-nom ''Lt---' �w T THISING THE SHEAR L. t: , • 1 �� `�eA,/ t HEADS. I: b -0-tett STEP 7 ENSURRE E ALL SHR N NUARDHE D RT BOLTS ASWONLUASENOPORTS HAVE SHEARBEEN N N "SHEARED BOLTS.OFF", THAT SEAL CAPS ARE NOT +S • F F L OH & UG DISTRIBUTION SYSTEM N s STANDARDS ORIGINATOR; ARR • DATES 4/22/14 APPROVED: RICK BUFF NO SCALE N0. DATE REVISION ORIG. DRAWN APPR. MANAGER OF ELECTRICAL STANDARDS 4C: ° ti . 1 6 13 1 2 OVERHEAD TO UNDERGROUND L-18,0.0 FORCED RESIDENTIAL CONVERSION L-18.0.0 EXISTING OVERHEAD SERVICE 2"scH 80 — 2"SCH 80 SERVICE 90' BEND W/BELL 90' BEND W/PLAN END BRACKET TRIPLEXED SERVICE M&S #164--233-108 M&S #164-232-108 DROP WITH BARE EU6" MIN. : .._� N50T OLTS ESSS THAN I gar- .... MEMIONME (A) �. ,m.. 0 0 0 �l�i18" MIO. . ��� SEE NOTE 8 -6-11441iiiii a —►�• i i 11 r112$ it li 31" ti ; • iius maoli z MIN. 36" SWITCH ti I CLEARANCE I ] i�{ TO ANY - /� • OBSTRUCTION O O / ` JUNCTION BOX M&S .MOM.,.. 5' MIN. ilipli #420-510-510 6' MAX. FINISHED GRADE 3-WIRE, 120/240V 10 M&S #164-470-007 • METER SYMBOL� "C" 2" LOCKNUT • RVICE FIG 2 M&S #530-506-001 ..L. TO EQUIPMENT �" / , , STRAP FIG. 1 (M&S 181-520-002) OVERHEAD TO UNDERGROUND JUNCTION BOX MacS #420-500-500 L SEE NOTE 8 2" THREADED COUPLING SCH BO PVC M&S #164-470-007164- 70- 07 STRAP ommormr'i�✓2kLOCKNUT4M&S0 530 508-001 IIII (M&S 161-520-002) sm. I 2" SCH 80 PVC TO UG M&S #164-331-007 !amorred i 0 0 0 I_i STRAP (Macs 161-520-002) NOTES; q� �1 1. OVERHEAD SERVICE TO BE REMOVED. �1Nji`"<<Q� 2. CUSTOMER SERVICE WIRES GOING UP RISERS TO SE r1 ' N DISCONNECTED AND REMOVED. Ca (I 11 C"ri� 3. CUT OVERHEAD SERVICE MAST 24" ABOVE METER CAN. 7 i 4. IF ROOF LINE IS LESS THAN 24" ABOVE METER CAN, CUT OH 'ii'yf'�'�'tt' SERVICE MAST JUST BELOW ROOF. 4` d !�� immi STRAP 5, ADD U CLAMP JUST ABOVE WHERE SERVICE MAST Is CUT. 0 (M&S 161-520-002) 6, L ENCLOSURE TO BE INSTALLED AS SHOWN IN FIGURE 3. e 7. UNDERGROUND CONDUCTORS INSTALLED IN L ENCLOSURE AND %%r° INSTALLED INTO TOP OF METER CAN AND CONNECT TO THE lJ I O `,J � � LINE SIDE LUGS OF THE METER CAN. B, OH/UG JUNCTION BOX IS RATED FOR 200 AMPS. 9. ADD DOWN PIPE STRAPS AS NEEDED (2 MINIMUM). IIIIEIR 10 SNCONNECTORS Q 00 T MAKE ANYCONNECTN IN THE JNCTONBOXREFERo 3-WIRE, 120/240V 10 DCs PAGE UC-4.0.0, METER SYMBOL "C" 'a FIG, 3 TO UG K? °F P L TO SERVICE EQUIPMENT 7 7/18/18 UPDATE M&S NUMBERS MY ELS RDH OH & UG DISTRIBUTION SYSTEM STANDARDS 6 6/27/18 UPDATE DRAWING DGY ELS RDH 5 8/l1/I8 UPDATE DRAWING DGY ELs RDt! ORIGINATOR; D. YOUNG DRAWN BY: E. sCHtUINO 4 4/10/18 UPDATE DRAWING ARR EIS RDH DATE:6/7/18 NO SCALE � 3 4/2/16 UPDATE DRAWING MR EI.S RDH APPROVED: RICK D. HUFF c h0 NO. DATE REVISION ORIG. DRAWN APPR. 1AANAGER OF ELECTRICAL STANDARDS 6 D 1 2 MULTITAP CONNECTORS IN UN- .0. FOR UN-19.0,(} HANDHOLE (30"X48"X36") CONNECTING 2 TO 5 SERVICES f AND 1/0 PRIMARY SPLICE BOX .�...�. �G /` N�0 MUL7ITAPSirir 48" �4��;`` '(��l�, �� ° • � li„.4 14.16Iin PLUG SECONDARY i=' SERVICE ...� _,„ w i SERVICE 4�niA i ' ~_ ffry II....- X 11 FUSE UHOLDER, FUSE �/� I ��. /� ``, & SEAL FOR STREET �� ����; `��, UGHT CIRCUIT, IF yar !/ :ij �„G REQUIRED (DOS 11-7.0.1) 1111 1111111. FFG �°� FOR EASE OF INSTALLATIONS TRAIN THE CABLES WILL. KNOCKOUTSMMAABOVE GRADE, INSTALL THE MULTITAP CONNECTORS, V' pVc 2 I<No Ko THEN INSTALL INSIDE HANDHOLE 5” PVC 2 KNOCKOUTS EACH SIDE CONNECTION DIAGRAM HANDHOLE ELEVATION (EXPANDED) HANDHOLE USED FOR NYLON SLING ' SECONDARY SERVICE (FPL) LIFTING EYE AAii, „/ �A/\ 1 b SPLICE NOTE: FOR SPLICE DETAILS SEE DOS 36" u£-19,0.0 `�PLUCK`J Milk LIFTING DETAIL HANDHOLE ORWITHOUT aACOVER INT WITH PLACE NOTES: 1. MAXIMUM 1 SECONDARY CONDUIT WITH 2 TO 6 SERVICES. L_ \is , 2, MAXIMUM 3 SPLICES, HANDHOLE ELEVATION 3, PROVIDE GROUNDING FOR ANY RUN GREATER THAN 65OFi', HANDHOLE USED AS A 1/0 PRIMARY SPLICE BOX INSTALL GROUND RODS AT THE 45" HANDHOLES TO GROUND THE CABLE, IF A HANDHOLE Is BEING INSTALLED IN A RUN FOR "CONVENIENCE" (TOO BENDS HUA INTO A LOOP TOTENDINTO ACDE AC, REPAIRINGDIG IN. EXAMPLE: ECT,) THERE IS NO NEED FOR THE GROUND RODS, FOR 750 SEAL 4. 6-PORT MULTITAP CONNECTOR M&S 1/183--017-502 WILL ACCOMMODATE #1/0 CABLE AND #400-#750 MOM COPPER OR *WA ALUMINUM CABLES 5. WEIGHT: ®H�� • B. 2LIFTING; LID PIECE a 82 LBS. EACH No BODY 1908 ,, COVER MAY BE LIFTED WITH THE HANDHOLE LID Uhltft (HOOK) TOOL M&S 093-930--021. 7, COMPLETE HANDHOLE, INCLUDES COVER M&S #162-121-004. ,, ++��''� 9, REPLACEMENT COVER M&B #EXPO121-x12, TAPERED INSIDE 9, HANDHOLE SHOULD NOTAIN EXPOSED TO VELVE AULAR TRAFFIC, - ^�� SUCH AS STREETS, PARKING LOTS, OR DRIVEWAYS. 10. FOR DRIVEWAY LOADING HANDHOLE 32"X50"X38" DEEP, USE M&S MULTITAP CONNECTOR M&S 163-017-502 #162-122-892. (UX-202,0.0) APPROXIMATE WEIGHT 2,863 LEIS. FLOOD SEAL UPDATE NOTE 3 ARR ELS BXN410F L U 8354 7 2/4/107/29/11 UPDATE NOTE 4 ARR ELS JRD 6 8/16/x8 UPDATE NOTES GAP ELS JJM OH & UG DISTRIBUTION SYSTEM STANDARDS N 58/16/x5 UPDATE NOTES NO ELS JJM SUPERSEDES UN-19,0.0 LAST REVISED ON 9-30-94 4 ^11/18/03 UPDATE NOTES RJO ELS JJM ORIGINATOR: sMs DRAWN Sri sof 3 7/16/01 UPDATE DRAWING (NOTES) RAP JEs JJM 2 9/27/99 UPDATE DRAWING (NOTES) RAP JEs JJM DATE;x/30/94 APPRovE01 J.J. MVO NC SCALE 1 8/09/96 ADDED EMS & NOTES 9„ 10, I & 11 SMS RAS JJM SUPERVISOR, OVUO PRODUCT REVISION 0810. DRAWN APPR. SUPPORT 9 DES CAO I N0. PATE . 5 1 6 D 1 2 UN-25.0.0 REPAIR OF OCCUPIED 7N--25.0,0 DIRECT BURIED CONDUIT SIZES 2, 4, 5 & 6 STEP 1 AFTER LOCATING DAMAGED CONDUIT EXIST. CABLE � trOntaaa13nxtrtt}t t� STEP 2 CUT DAMAGED ENDS SQUARELY USING NYLON TWINE AND DEBUR INSIDE EDGE. BEVEL ANY SHARP EDGES, WIPE ENDS WITH A CLEAN, DRY CLOTH, INSIDE AND OUT. REMOVE ANY DEBRIS FROM INSIDE DUCT, EL____ , WN 11q_ !1l41t-'}! rr� d STEP 3 SLIDE SPLITARE SLEEVE DRY. COUPLING GVER EACH CONDUIT SECTION. ENSURE ALL NS E._ 1T1370231XIItUT4 d STEP 4 PLACE ONE SECTION OF SPLIT CONDUIT UNDER CABLE IN LINE WITH PIPE AND MARK THE SPOT WHERE THE SPLIT SLEEVE COUPLING SHOULD FIT. b Ik L i ... L�\--MARKS TO INDICATE WHERE TO PLACE END OF SPLIT SLEEVE COUPLING. i "'1 1� 2 STEP 5 PLACE PSECTION OF ICEMENTAS REQUIRED, CONDUIT AND SNAP THE INTERLOCKING • SECTIONS TOGETHER. APPLYPVC PVC CEMENT STEP 8 SLIP SLEEVE OVER DAMAGED END AND REPAIR SECTION. WHILE CEMENT IS STILL HWET, TURN CONDUIT 1 4 TURN TO DISTRIBUTE CEMENT EVENLY AND ENSURE SNUG FIT. HOLD JOINT TOGE HER APPROXIMATELY ONE MINUTE TO ALLOW CEMENT TO SET. WIPE EXCESS OFF. _ STEP 7 REPEAT STEP 6 FOR THE OTHER SIDE OF THE REPAIR SECTION. TY-RAPS ARE OPTIONAL. . MATERIAL LIST ll M&S # SPLIT COUPLING SPLIT CONDUIT 1s4-28100-8 2" X 10' LONG 164-28200--5 2" X 6" LONG 164-28140-8 4"X 10' LONG 164-28300-1 4" X 8" LONG 164-28150--5 5" X 10' LONG 164-28400-8 5" X 8" LONG - 6" X 10' LONG 184-28160-2 F P U 3r I 164-28500-4 6 X 1O LONG 522-14100-.7 PVC CEMENT 594-40600-7 18" HAND sAW OH & UG DISTRIBUTIONSYSTEM STANDARDS N ORIGINATOR: RN DRAWN BY: RAS 1 7/16/01 UPDATE MATERIAL LIST RAP JEs dm DATE: a-9-56 APPROVED: J,J,HHMM/CEVOY NO SCALE SUPSU AORRT, SERYIUCESRODUCT NO. DATE REVISION ORIG, DRAWN APPR, CAC) G 16012 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 RUSHING POSITION ON VISTA SWITCH MODEL 422 SHOWN F""FEEDER L=LATERAL I . -4" 7-1/2" B _ 1/2-13 NC -2-3/4" ��, 1J —34-1/2' INSERT W/ LIFTING C " EYEBOLT (4X) • TANK 34-1/2" DOWN (4X) 37l' ti F(o PAD/EXTENSION BOLT f /1 DOWN INSERT LOCATION (4X) I I SEE NOTE 17 j �I i 1 7-1/4" A R A 1 ILA L4 L4 L3 L3 L3 F2 F2 F2 F1 F1 Fl " i 23-1/2" 2-6" FEEDER CONDUIT 22-1/2 DEGREE SWEEP PREFERRED LOCATION ;I CC�O O O SEE NOTE 16 " ADJUSTABLE BRACKET -, _-_____-_ T- -------- FOR FOR RACKING CABLES GROUND ROD62 12, CHAMBER PREFERRED LOCATION F EXTENSION 8_1/4" OUTLINE 7e" TOP VIEW OF PAD AND CHAMBER LOOP LOOP FEEDER FEEDER CABLES CABLES CABLES CABLES FROM F2 FROM F1 PAD BOLT DOWN PAD BOLT DOWN 79-1 2■._.._�_ SEE NOTE 17 SEE NOTE 17 62".1111111..111111.-111■ jWj _ I - • ;::..l1 / 11 / 11 !,11,,,- ,•`:.•.Pan ii ii sit iimiNI si mum as am ., ' sEE NOTE 5 • 7.;�i�i�iIIII rli�i�� ii g TO NEUTRAL BOND ' • �j4/0 CU MACS 012-938-000 . ,• i D� 6-2" LOOP CONDUII . . 45 DEGREE BEND ' - • ' ' 2-8" FEEDER CONDUIT 22-1/2 DEGREE SWEEP SECTION A-A: FRONT VIEW OF PAD INSTALL DUCT SEAL PER NOOTEE 3 GROUND ROD 1' 1 AND C} d@EB SEE N UN CABLE TERMINATIONS SWITCH SIDE i t p "( L PREFERRED LOCATION OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR; A. PANTOURIS DRAWN BY: E. SCHILLING 1 11/14/12 LOOP CABLE IDENTIFICATION JGV ELS VIM PATE:5/29/09 APPROVED: ARI LIMA NO SCALE NO DATE REVISION ORIG, DRAWN APP R. LEAD SUPERVISOR. UG SERVICES £t Alf is • 16012 C-46.0.1 TYPICAL INSTALLATION OF 25KV S&C VISTA C_46.6,1 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 0 © FEATURES IN THIS ASSEMBLY C A. OVERCURRENT CONTROL B. GAS FILL PORT MIMI% C. PRESSURE GAUGE • d • - D. WINDOW FOR VIEWING OPEN GAP AND • ' t) © GROUNDED POSITION OF LOAD—INTERRUPTER SWITCH OR FAULT INTERRUPTER • I E. 200—AMPERE M ® F. AUL—I ERE BU TER SWFORS FOR �■ LOAD—INTERRUPTER SWITCH H G. TWO—HOLE GROUND PAD H. 600—AMPERE THREE—POLE =,wee_,4-_- i m li LOAD—INTERRUPTER SWITCH WITH GROUND POSITION TOP VIEW TERMINATION SIDE I. OPERATING MECHANISM J. MANUAL OPERATING HANDLE K. NAMEPLATE L. SUBMERSIBLE SF6—INSULATED TANK SEE NOTE 18 M. 600—AMPERE ALUMINUM BUS N. BASE BRACKET • 0 © A-4---:\ 1 04'000.$ OCcoitimea - - TERMINATION SIDE ® 11111 FRONT VIEW TERMINATION SIDEI RIIIIIIIIIIIINIIIIMNIIIIIMIIIIII0 --0° CI® OPERATION SIDE • CONNECTION DIAGRAM .r �rif IIIINtillitryt, inialigrikg : -\----- ,iiis---, ( ill .\116:11.1-1-11 sem 34_5/16 IIii 28_34 \f______i______ �OSEE NOTE 19 & 20 y e ilia SECTION A--Al FEEDER SWITCH F P L fi OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A. PANTOURIS DRAWN BY: E, SCHILUNG 1 11/14/12 CHANGE 0-46,0,2 TO 0-46,0.1 JGV ELS WM DATE;7/27/09 APPROVED: ARI MAA 140 SCALE It N0. DATE REVISION ORIG. DRAWN APPR, LEAD SUPERVISOR, UG SERVICES •{` 1 6 D 1 2 C-46.0.2 TYPICAL INSTALLATION OF 25KV S&C VISTA 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 FFEEDER L=LATERAL -4"[i •-.•- 7-1/2" 2-3/4" 1/2-13 NO • / �--�" 34-1/2" INSERT W/LIFTING C EYEBOLT (4X) " • 1------ j . TANK BOLT —— -- ^',_ �} 34-1/2" DOWN (4X) 37 I r@ D/ -�i F' \ PAD/EXTENSION BOLT 1 I DOWN INSERT SEENOTE LOCATION (4X) I I 77" Q 7 41/4" A - A . 11,• 1 11 4 L4 L4 F3 F3 F3 f L 23-1/2' 3-8" FEEDER CONDUIT i` D!I 22-1/2 DEGREE SWEEP PREFERRED LOCATION I! SEE NOTE 16 I '<l�J ADJUSTABLE BRACKET — -- — T j 7 1/4" FOR RACKING CABLES NGROUND ROD 82� 2» CHAMBER • PREFERRED LOCATION / EXTENSION • L8-1/4" — OUTLINE r 79» TOP VIEW OF PAD AND CHAMBER 1 B-- FEELOOP FEEDER ER FEEDER FEEDER CABLES FROML F3 CABLES CABLES FROM F2 FROM Fl PAD BOLT DOWN PAD BOLT DOWN 713-1/2L SEE NOTE 17 SEE NOTE 17 � 82" - SEE NOTE 6 ■ ■ ■ ■ ■ ■ , '? • TO NEUTRAL BOND `I�� �+ 1j4/0 OU MdcS X112-338-000 is - f3sial it ■ ''_'..QU OUOt L•.:. 3-2" • LOOP CONDUITa ' , 45 DEGREE BEND . • 68' - ' 3-8" FEEDER CONDUIT 22-1/2 DEGREE SWEEP = SECTION A-A: FRONT VIEW OF PAD3e TNSTALt. DUCT SEAL PER UN-29.0.0 AND CHAMBER SEE NOTE 3 GROUND ROD CABLE TERMINATIONS SWITCH SIDE • ' •F P L PREFERRED- OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: J. VALDES DRAWN BY: E. SCHILLING . [: 1 11/14/12 NEW PAGE OF C-48 Joy as WM DATE:3/16/2012 APPROVED: WILLIAM MONZON NO SCALE NO. DATE REVISION ORIG. DRAWN APPR,- LEAD SUPERVISOR, UG SERVICES • `CA fJ 3 I. 6 D 1 2 C-46.0.3 TYPICAL INSTALLATION OF 251(V S&C VISTA C-46 0 3 THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS - 77-1/2 23----- DPAD OWN roar-\\ • :.',...,:;:.i:;.•••••,.:.!%,.;;;./..i.r.,1,1 4 -!,4.;:I.:,,:. C . ;q1 • .7.1--..: -,...- • ....- •, .•.. •••.'''.--::•-:'.• •-: . . . • • . il .•:,..::-:.....:,::•••:•:.• :...-•••:•• ,..,:-:••:•,..-:••:•!,..-•:-•::%:. . NI ie., . .— \-1/0 DIA, Nt SOLT TO SEE NOTE 6(.. I 7 • I RETAIN LIFT SUNG (4x) oo • og . -. -. • . -.: .-::'::•1 , -• -. --. • ...., -... . •.• 1:.. .......... . .•,:.:.;.•":..::••••:.1:•:',:.: 1 . lik r.,..„1 ....•:,.....•.:.:;.:•.;:. • • • • . • .. . . . ••..•. .....•• . • SECTION B-B: SIDE VIEW OF' • • P...Mista...0:1AMBER .• , I , I\ 1 A;;........,. . "....,.... 1.1•VIMOTI.,..... .".•100....... /1,- ---0-----11L;4&LIIIIIIIIIMEMS PM 1 N E 1 1 .o. 1 .. 1 43 I II . .1 0 II 1 :-,::•--••-^7'..:=.7,:=----------------------"'7=114 iiiimiummiliiiw R 1 ..... IIIIIEIIIIIIIIIIIIIIIIIIIIIIIIIIIE11 li ..;_,i_,... nrazragsa-....teatazzsg.-a.-4-.4,7,; :ss..-- t-%.7.- 11 • I 73 I SWITCH ENCLOSURE SIDE VIEW 1 . (4)1/2" SS BOLT ANCHOR ----------------- , & WASHER \1\31\RACKET 11.• :'.".....—=-27..... BY S&C ENCLOSURE L 172 . 1 -- GASKET SWITCH ENCLOSURE TOP VIEW i 1,5" MIN, — POLYMER-CONCRETE PAD ENCLOSURE ANCHOR DETAIL 31 FPLL OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A. PANTOURIS DRAWN By; E, SCHILLING 1 11/14/12 CHANOE 0-46,0,1 TO 0-40.0.3 ,IGV ELS WM DATE 7/27/09 APPRoVED: ARI LIMA NO SCALE NO. DATE REVISION ORio, DRAWN APPR. LEAD SUPERVISOR, UG SERVICES -- - ,CAO i . \-.. 16012 C-46.0.4 TYPICAL INSTALLATION OF 25KV S&C VISTA THREE C--46.0.4 PHASE SWITCH FOR USE IN 13101 OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS MATERIAL LIST ITEM - DESCRIPTION QUANTITY M&S NUMBER WMS CU R VISTA 422 (4 "WAYS'. 2-THREE PHASE FEEDER GANG SWITCHES AND TWO-THREE PHASE, INDIVIDUALLY 279-209-050 SW-VISTA-422-PAD G, PROTECTED LOAD TAPS, WITH A STAINLESS STEEL ENCLOSURE , 1 • 1 VISTA 431 (4 "WAYS', 3-THREE PHASE FEEDER GANG ' SWITCHES AND ONE-THREE PHASE, INDIVIDUALLY 279--211-050 SW-VISTA-431-PAD PROTECTED LOAD TAPS, WITH A STAINLESS STEEL ENCLOSUREI PAD AND CHAMBER FOR PM DF VISTA SWITCH 162-690-790 PD-SW-W/CC-VISTA 2 (77"X 79"X 40" DEEP) 3 600 AMP T-BODY ELBOWS (25KV) VARIES 163-639-007 TM-PDF-600-1K 4 200 AMP BUSHINGS (25KV) VARIES 183-864001 SW-PD-BSH 5 200 AMP LOADBREAK ELBOWS (25KV) VARIES 163-502-001 TM-PDF--1/0 6 PROTECTIVE CAP (15KV ONLY) VARIES 163-022-000 TM-PDF-GC 7 ELBOW SURGE ARRESTERS (25KV ONLY VARIES 334-015-005 TM-PDF-LA 8 GROUND ROD CONNECTOR, CLAMP TYPE 1 120-036-108 DG-CLP-5/8 9 GROUND RODS, AS NEEDED VARIES 130-614-005 DG-PKG-6/8 10 GROUND ROD COUPLINGSVARIES 130-405-104 DG-C-5/8 11 14 COPPER WIRE, SDB 6 112-309-000 12 #4/D CU CABLE, 600V 27 110-101-169 SW-PMD^GC 13 WO CABLE CONNECTORS 6 120-871-005 (QTY - 1) 14 COPPER TO COPPER BOLTED CONNECTORS 22 102-800-002 1 15 STANDARD LOCKS 2 546-246-011 SW-PMD-LOCK 160-310-000 i 16 CABLE MOUNTING BRACKET, STAINLESS 0-000 1 17 BOLTS, SS, 1/2"X 1-1/2" FOR CABLE BRACKET 42 140-3161-515-500 SW-VISTA-MT-HOW I 18 SPRING. SS, FOR 1/2" BOLT FOR CABLE BRACKET 165-463-000 I NUTS,19 LOCK WASHER, 1/2", FOR CABLE BRACKET VARIES 145-294-010 P-CL-FCI-800 I 20 800 AMP FAULT INDICATOR 6 163-250-002 SW-VISTA-422-PAD 21 ROTATABLE FEEOTHRU DEVICE, 200AMP, 25KV 3 163-250-002 SW-VISTA-431-PAD NOTES: 1. THE INTERRUPTERS MUST BE PRE-SET BY THE ERG PRIOR TO BEING ISSUED TO THE JOB. CALL 863-4921 OR 663-4900 TO MAKE ARRANGEMENTS. 2. THE PAD MOUNTED VISTA SWITCH MAY BE INSTALLED 114 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-41.4.1 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 ROOS. 10. APPLY CAULKING COMPOUND TO THE SEAM BETWEEN THE ENCLOSURE AND THE PAD TOP. 11, DUST CAPS USED FOR COVERING BUSHINGS AND BUSHING WELLS DURING SHIPMENT MUST BE REMOVED PRIOR TO ENERGIZING THE SWITCH, 12. UNUSED LOAD TAPS MUST HAVE BUSHINGS AND PROTECTIVE CAPS INSTALLED, 13. UNUSED FEEDER POSITIONS MUST HAVE 800 AMP PROTECTIVE CAPS INSTALLED (M&S [f163-845-007). 14, AFTER THE SWITCH ENCLOSURE HAS BEEN INSTALLED, THE LIFTING BRACKETS MUST BE REMOVED AND STORED INSIDE THE ENCLOSURE FOR FUTURE USE. 15, ENSURE THAT THE WARNING LABEL (M&S {548--560-104) IS INSTALLED ON BOTH THE CABLE COMPARTMENT AND THE OPERATOR SIDES OF THE ENCLOSURE. 16. INSTALL FEEDER CONDUITS AS SHOWN IN C-48.0.0 AND 0-46.0.2 ON LEFT AND/OR REAR SIDE OF CABLE CHAMBER TO ALLOW FOR BENDING RADIUS OF CABLE, 17. BOLTS FOR SECURING PAD TO CHAMBER ARE INCLUDED FROM VENDOR. THERE ARE 4 BOLTIN� LOC4ATION,0.1,&ASVSHN ON DRAWINGS. 18.INSTALL B00 AMP 30 FAULT INDICATORS ON EACH SET OF FEEDER CABLES. SEE UV-14.0.0, V 19, FOR PAD MOUNTED APPLICATIONS, THE BASE BRACKETS ("FEET"). "N" AS SHOWN 1N 0-46.0.1 ARE REQUIRED, 20.THE BASE BRACKETS ARE NOT REQUIRED FOR BELOW GRADE ("UNDER-COVER") APPL1CATIONS, BUT SHOULD BE KEPT WITH THE SWITCH 114 THE POSSIBLE EVENT OF FUTURE RE-USE IN A PAD MOUNTED APPLICATION. 21. INSTALL ROTATABLE FEED-THRU DEVICE ON THE LOAD SIDE OF THE VISTA SWITCH (M&S #163-250-002) 40 F P L OH & UG DISTRIBUTION SYSTEM STANDARDS UPDATE NOTES 16 AND 19 ADD ORIGINATOR: A. PANTOURIS DRAWN DRAWN B�CNILLING 2 11 14 12 NOTE 21 AND ITEM 21 JON/ ELS WM AM LIMA Na SCALE —f- 2/10 UPDATE ITEM 16 GAP ELS 130 DATE;a/I/03 APPROVED: ORIG. DRAWN APPR. LEAD SUPERVISOR, UG SERVICES N0.1 DATE REVISION CA° II 16012 i • U 202.0.0 + -- PRECAST HANDHOLE (32"X 50" UX-202.0.0 • DRIVEWAY LOADING DESIGN M&S 1 2 22892 1"0 COUNTER SINK HOLE FOR 1/2" s „ • TAPERED BOLT (ONE ON��.\`�" �'?„ 5/8ER INSERT B ERT FOR EACH SIDE) \ 4#11110111 11P; sow • 3-1 j2" • NOTCH FOR -:0,-.>,7 ;'�' , .. . y COVER ;: : .. -.• • il2 11 ,t / {c. NOTCH DETAIL. i Ilk . 14"X12"X3-1/4" RO EACH END 43" , -. 61" ' 5-1/2" r A 32" ' 1 5-1/2"- 60" } r 1 ai .., i i:`" ,'A' I • At 1-3/4" 11111111111111111 � �11111Z11i� 1-3/4'=- 'II I "� 4 -1 52" 4" . I4°� 34" ••4 TRANSVERSE SECTION 60" LONGITUDINAL SECTION .REINFORCEMENT SCHEDULE II MARK SJ_7 .LENGTH QTl' DETAIL '�� N0,3 2'-6" 14 STRAIGHT r/ NO.3 1'-5" 2 STRAIGHT WEIGHT; Z663 POUNDS CO NO.4 3'-2" 6 STRAIGHT cu. FT, - 16 OCT* NO.4 5'-0" 8 11"i 38" 1 Cu. YDS. - .66 NOTES: 1. CONCRETE COMPRESSION STRENGTH 5000 PSI. ( 2. REINFORCEMENT ASTM A-615 (GRADE 60). 3. WHEEL LOADING 16,000 LBS, H2O VEHICLE LOADING (FULL TRAFFIC LOADING). �I4i 4. FOR STEEL COVER DETAILS, SEE UX-202.0.1 •P P L i6 10/16/18 ADD NOTE 4 ARR ELs RDH OH & UG DISTRIBUTION SYSTEM STANDARDS 5 10/26116 UPDATE NOTES ARR ELS RDH ORIGINATOR: SMS DRAWN 8Y7 E. SCHILUNC II 4 1/17/13_ UPDATE NOTES ARR ELS BXN 3 10/21/1D UPDATE NOTES ARR ELS BXN DATE: APPROVED: J.J M.EVOY NO SCALE 2, 10/10/98 REPLACE OLD DORDI=H SMS, BILL SMS SUPERVISOR, OH/UG PRODUCT No. DATE REVISION OR10. DRAWN APPR. SUPPORT SERVICES C'st3 1 6012 1 • UN-18.0.0 FEEDER SPLICE BOX UN--18.0.0 EYE BOLT FOR LIFTING 1" DIA HOLE FOR ALTERNATE WHEN EYE BOLT IS FOR SPLICING DETAILS GROUND ROD LOC OT IN USE, PLACE SEE DOS UE-19.0.0 LIDS SEE NOTE 4 THE BRA,qSS PLUG IN NATURAL GRADE POSITION. l V • IP o . puillr4 '-" 6" ID PVC ENALTERNATE OMETH00 �....-" [ C �- a ""tl — EN 10 PVC END BELLS OF CONSTRUCTION 41...,.41...,... ., ' i '._..L_____..............=0- PULL-IN-IRONS / 4 PER BOX STEP RACK WITH B" STEP TYPE I GROUNDING - AND 2-4" INSULATORS INSTALL COPPERWELD GROUND ROD SEE G-17.0.0 FOR GROUNDING SPLICES. 1-44 10' ► TYPICAL WALL SECTION 1 J II — j I 1 1T--�'T - I T! 3' I I 4.%-24. I 4i„ I L I I O O I � 11 I I I4 END VIEW SIDE VIEW TOP VIEW TYPICAL FEEDER SPLICE BOX M&S NUMBER DESCRIPTION 162-240-003 CONCRETE FEEDER SPLICE BOX & LIDS. (SEE NOTE 5) CONCRETE FEEDER SPLICE BOX & LIDS COMES WITH SPECIAL BRUSHED SIDEWALK FINISH . 162241-000 LIDS AND FLUSH INSERTS SUITABLE FOR PEDESTRIAN TRAFFIC. (SEE NOTE 5) I 162-242-203 POLYMER CONCRETE FEEDER SPUCE BOX. TO BE INSTALLED IN AREAS NOT SUBJECT TO ANY VEHICULAR I TRAFFIC SUCH AS STREETS, PARKING LOTS, OR DRIVEWAYS. NOTES: I. LEAVE SUFFICIENT EXPOSED GROUND ROD TO INSTALL B EACH #4/0-#2 CONNECTIONS M&S #120-118-005. 2. GROUND ALL SPICES PER DISTRIBUTION STANDARD 0-17.0.0. 3. GROUND CABLE RACKS. 4, EACH SPUCE BOX IS SUPPLIED WITH 2-1" DIA HOLE FOR ALTERNATE GROUND ROD LOCATION. MAKE ALL GROUNDING CONNECTIONS INSIDE THE BOX, RUN SUFFICIENT AMOUNT OF 4/0 TO MAKE CONNECTION TO ALT. GROUND ROD LOCATION. RESEAL 1" DIA HOLE WITH AQUASEAL. . S. REFER TO UX-233.0.1 FOR DRIVEWAY LOADING SPLICE BOXES (H20 RATED), M&S #182--240-003 AND 162-241-000, (1-120 RATED A 32,000LBS). 6. WEIGHT OF SPLICE BOX WO LIDS) = 6700 LBS. DIMENSIONS{ARE 10' X 4'--2.5" X 41" DEEP. 7.8, URD FEEDERS CABLELID SPLICESOMLBS. 'TWO UST BE BONDESD TO(DRIVEN GED. ROUNDS LID ONLY i82-240-011. ; 9. REFER TO UE-19.0.0 FOR SPLICE ASSEMBLY. A WATER TIGHT SEAL MUST BE MADE WHERE INSULATED. . 10. CONDUCTORS CONNECT TO SYSTEM NEUTRAL. SEE 0-17,0,0. 11. THE MAXIMUM PERMISSIBLE IMPENDENCE TO SYSTEM NEUTRAL FOR A DRIVEN GROUND IS 25 OHMS, 12, As sHOWN ABOVE, THE PVC MAY ENTER UNDERNEATH THE SPLJCE BOX BY USING A 45 DEGREE SWEEP, SEAL CONDUIT WITH DUCT SEAL. 13. IN AREAS SUBJECT TO WATER INTRUSION, INSTALL A SUFFICIENT AMOUNT OF PEARCCK 1/4"-3/4" SIZE ROCK TO ALLOW FOR THE PERCOLATION OF THE WATER. 14.IF FEEDER SPLICE BOX IS TO BE INSTALLED IN A SIDEWALK, A SEPARATION WILL BE NEEDED BETWEEN THE CONCRETE AND THE LIDS, THE D.O.T. INDEX 310 SPECIFIES THE USE OF A 1/2" EXPANSION JOINT (PREFORMED JOINT FILLER) FOR THIS SEPARATION. ALSO CONSULT YOUR LOCAL MUNICIPALITY FOR ANY ADDITIONAL REQUIREMENTS, 15. THE MAXIMUM SEPARATION BETWEEN FEEDER SPLICE BOXES 15 050', THIS IS TO ALLOW FOR PROPER CABLE PULLING TENSIONS. 16. UX-233.0.1 AND UX-233.0.3 FOR MORE DETAIL. I 17, WHEN SETTING A PAD/MANHOLE OR FEEDER SPLICE BOX, THE AREA MUST BE LEVELED WITHIN 1 INCH IN 8 FEET IN ALL DIRECTIONS, AND THOROUGHLY COMPACTED WITH A VIBRATORY PLATE COMPACTOR. THIS STEP WOULD PROVIDE A SMOOTH AND LEVEL SURFACE. N _ 7 8/8/18 ADO NOTE 17 MR E ROH f.-- U •F P L 6 _6/12/17 UPDATE DRAWING AND NOTES ARR as RDH OH & UG DISTRIBUTION SYSTEM STANDARDS 5 5/18/17 ADD NOTE 15 ARR ELS RON ORIGINATOR: RAP DRAWN 8Y: J,SHOUP 4 3117/17 UPDATE NOTE 5 ARR ELS RDH J.J McEVOY 3 11/21/16 UPDATE DRAWING .SRR ELS ROH DATE:B/27/90 APPROVED: NO SCALE. 2 6/6/O8 UPDATE NOTE 14 GAP ELS JJM SUPERVISOR, OH/UG PRODUCT iNO, DATE REVISION ORIG, DRAWN APPR, • SUPPORT SERVICES t , CAO I 16012 UN-18.0.1 [ UN--18.0.1 FEEDER SPLICE BOX 1-a 1 Or r T ( 1 l AM WA__..__LI j_ Wi 3' I 1 5' . / I + 6' 1 TOP VIEW TYPICAL FEEDER SPLICE BOX 1 >�#ii��irr T ___ i 11..1111 41" I I • • I r[D 1'S . 1 SIDE VIEW END VIEW NOTES: 1. LEAVE SUFFICIENT EXPOSED GROUND ROD TO INSTALL 6 EACH #4/O-#2 CONNECTORS M&S #120--11900-5. . 2, GROUND ALL SPLICES PER DISTRIBUTION STANDARD G-17.0.0. 3. GROUND CABLE RACKS. 4. EACH SPLICE BOX IS SUPPLIED WITH 2-1" DIA HOLE FOR ALTERNATE GROUND ROD LOCATION. MAKE ALL GROUNDING CONNECTIONS INSIDE THE BOX. RUN SUFFICIENT AMOUNT OF 4/0 TO MAKE CONNECTION TO ALT. GROUND ROD LOCATION. RESEAL 1" DIA HOLE WITH AQUASEAL. 5. DISTRIBUTION SPLICE BOX AND LIDS ARE DESIGNED FOR H-20 VEHICLE LOADING, (FULL TRAFFIC LOADING) 6. WEIGHT OF SPLICE BOX (W/o LIDS) 1=46700 LBS.DIMENSIONS ARE 10' X 5' X 41" DEEP 7. WEIGHT OF EACH LID"1400 LBS. TWO LIDS REQUIRED. M & S # FOR LID ONLY 162--24001-1. B. URD FEEDER CABLE SPLICES MUST BE BONDED TO DRIVEN GROUNDS. 9. REFER TO UE-19,1.1 & UE-19.1,2 FOR SPLICE ASSEMBLY. A WATER TIGHT SEAL MUST BE MADE WHERE INSULATED 10. CONDUCTORS CONNECT TO SYSTEM NEUTRAL, SEE G-17.0.0 11. THE MAXIMUM PERMISSIBLE IMPEDENCE TO SYSTEM NEUTRAL FOR A DRIVEN GROUND IS 25 OHMS. 12. AS SHOWN ABOVE, THE PVC MAY ENTER UNDERNEATH THE SPLICE BOX BY USING A 45 DEGREE SWEEP, SEAL CONDUIT WITH DUCT SEAL. 13, IN AREAS SUBJECT TO WATER INTRUSION, INSTALL A SUFFICIENT AMOUNT OF PEAROCK 1/4"-3/4" SIZE ROCK TO ALLOW FOR THE PERCOLATION OF THE WATER, 14. IF FEEDER SPLICE BOX IS TO BE INSTALLED IN A SIDEWALK. A SEPERATION WILL BE NEEDED BETWEEN THE CONCRETE AND THE LIDS, 15, REFER TO UX-233.6.1 FPL 1-3 u OH & UG DISTRIBUTION SYSTEM STANDARDS N ORIOINATOR: RAP OWN BY: J, SHOUP 1 1l/1S/03 UPDATE NOTES RJO ELS JJM 0 9/09/99 ORIGINAL DRAWING RAP JES JJM DAM B/27/69 APPROVED: J.1A4EVOY NO SCALE SUPERVISOR OH UO PRODUCT N0. DATE REVISION ORIG. DRAWN APPR, SUPPORT SERVICES 16012 . UI UX- 114,0.2 DEADCFRONTT PAD MOTS TEDTRANSF'OSRMERS UX--114.0.2 WITH SECTIONALIZING (CABLE THRU) UP TO .. 500KVA USING 6--2" DUCTS FOR PRIMARY CABLE 7 . ALTERNATIVE 1 80' ' • • • 80" P � 38" ' 1 1 19" '1 PRIMARY 5" SEC 9" 13" 000000-1/ 00000 3 „ 0-----...�AETERING CONDUIT 9 (IF REQUIRED) ' MAX 8 1/2" 1 4 1/2" SPACING BETWEEN CONDUITS (FRONT OF PAD) NOTES: 1)REFERENCE 170.0.1 OF THE DCS 2)PAD M&S 162.-24680-0 3)ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL 4)ALL SECONDARY /CUSTOMER CONDUITS MUST FIT WITHIN THE 19"X13" • AREA INDICATED, WILL HOLD 8-4" CONDUITS MAX, 5)ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT 8)MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD, ` .` F P L 4H & UG DISTRIBUTION SYSTEM STANDARDS ORIOINATOR; S)tS DRAYlN BY; aLL 05/ /02 UPDATE CRA'MNO(NOTE 4) RAP ,tes DAM APPROVED: J4. 510EVOY NO SCALE SUPERM$OR =row NO, DALE RE%StON URIC. ORANN APFR, &UPPORf SE YfCES CM). . 16012 CONDUIT LOCATIONS FOR 3 PHASE UX-114,0.1 DEAD FRONT PAD MOUNTED TRANSFORMERS LUX- 5001NA USING 5' DUCTS FOR PRIMARY CABLES • • • • 8D" • t ! • • • 6 0" I 38" -i I 10' -I T PRIMARY 5" SEG 9" '13" r 0 O ,METERING CONDUIT I S" (IF REQUIRED) MAX " . 9, -7744 14 (FRONT OF PAD) NOTES; 1)REFERENCE 170.0.1 OF THE DCS 2)PAD M&S 182-24680-0 3)ALL CONDUITS TO EXTEND 3"MAX ABDVE GROUND LEVEL 4)ALL SECONDARY /CUSTOMER CONDUITS MUST FIT WITHIN THE 19"X13" • AREA INDICATED. WILL HOLD 8-4" CONDUITS MAX. 5)ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT I 6)MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE • • FROM SIDES AND REAR OF TRANSFORMER FAD. • F P L • OH & UG DISTRIBUTION SYS'T'EM STANDARDS DRGINATDR:5515 DRAWN DY: HIL!. I ; 05/29/02 DPDATE DRAWING(ram.1) RAP JES J.PA OATE APPROVED: JJ.MCEVOY DO SCALE SUPEsvS6R,4H/UR PRODUCT HO. DATE RENSIOH CRIO. DRAWN^APPR. SUPPORT SERYYJES [�../,, 4 CAO • 16012 I ' u1-116.1.1 dONCRETE FOUNDATION OONSTRUdTION UX-116.1 .1 I. DETAILS FOR 750 TO 2,500 IKVA 30 RADIAL & LOOP TYPE PAD MOUNTED TRANSFORMERO -+�,_ __TRAFFIC BARRIERS-..y G1 0 0 ,� - � I eir 1 . DAYTON SUPERIOR • THREADED INSERT 1/2" 61&S #501-71859-3 i _. 83i r 111 .. .• .• F,P,L, CUSTOMER PRIo CONDUITS SECONDARY CONOUlTS 9 I ; CE D IITSP� D r i yT " x ' /RI RY IND W -.1 0 +► E r•6 --af--s-- 0 DFTAfI. A" , I 000 F I ' IO O 0o METERING CONDUIT " \ 2"��<6"1.- 1S0 Y I ' V INSERTS-SEE DETAIL "A" REMOVABLE o 0 0 "{ BARRIERS PLAN V EW FIGURE 1 6,6"-6" :.4t:1%.1;, ii 4,'?L.' FINAL GRADE *17:o.a i r-�--- `n n r�i o°..�; Z.I A /< N . • 1 Nr i0' 0" MIN, , 10, 0" }AlN, i�q END } M.- 1 , ' \ \ \ CUSTOMER CONDUITS 11END1 • ENDUF.P.L. CONDUIT ���36" RADIUS pp PROFILE FIGURE 2 _ TRANKYQRI ,IER SECONDAEY CONDUCTORSE& SZE C N UITS SltParERI�ES A B C D l F 0 760 277/480 V 8 SETS 750KCMIL AL B - 5A MAX, 78 78 18 60 25 16 9 750KCMIL CU* V 12 SETS 750KCA(IL AL 12 -- 6" MAX, 78 78 18 60 26 21 9 750 120/208 750Ko1,iIL CU* 1000 277/.4208 80 y 12 SETS 750KCMIL CU* 12 5" MAX. 88 88 18 60 25 21 14 12Aja• 600-75�cCMILYM ' u12 - 5" MAX_94 94 18 64 26 21 15 1500-2000 27080 V 4 SETS 5O0KCMIL 5A LESS 5 MAX I 2600 277/480 V 12 SEMS 600--75oKCMIL* :_-_5' MAX_105 106 is 66 28 26 20 16 16 SETS 500KCMIL OR LESS - 5 MAX _ NOTES: • 1. SEE UX-116,1.2 FOR CONSTRUCTION DETAILS AND UX-116,1,3 FOR INSTALLATION GUIDEUNEs AND RESPONSIBILITIES 2, (*) CABLES LARGER THAN 600 CO WILL REQUIRE MULTITAP CONNECTOR SUPERSEDES UX-116,1,1 LAST REVISED ON 01/18/01 103--80605-9. 3, FOR ANY NEW INSTALLATION WHICH HAS MORE THAN 8 SETS OF 750 KCMIL,K,AdU1 OR MORE 111A.11-12 SETS OF A SMALLER SIZE CONDUCTOR, L t IT, RECONb0END D3TAS SH01N IDCS THREE THREE-PHASE SECONDARY CABINET, P tit(' 181 OH & UGI DIOTRI13UTION OYOTEM OTANDARDO I ORIGINATOR; 1k/ DRAWN BY; DILL 2 04/10/01 UPDATE CHART AND NOTES RAP JES JJ1,1 1 10-0-GO GENERAL REVISION 1,W BILL JJ1,1 9fi hPPROYEn; J.J, 1ICEVOY 0 0-9-90 REVISED TABLE AND PAD DIMENSIONS 6N RAS JA: DATE;10-9- NO SCALE SUPERVISOR, OHAID PRODUCT NO. DATE REVISION ORIG, DRAWN APPR. SUPPORT SERVICES :AO 1 6 D 1 2 PROTECTIVE BARRIER AND PLANTING CLEARANCES UN-21.0.0 FOR PAD MOUNT TRANSFORMERS AND SWITCHES UN-21 .0.0 ALL FRONT ALL REAR BARRIERS REMOVABLE BARRIERS FIXED FIXED BARRIER /BARRIERS PAD �� CONCRETE PAD j CONCRETE PAD 6( LOJ ®`t (� Q r_Cg �" Q z LJ a MAX f TX, Q TX, z a TX. 111 Za -nOR zo o OR 0 X b OR , .. a C LTJ SWITCH x ®, SWITCH SWITCH Q o 9 MIN. a a Q a. IV.,IIIIIIMF c lriji. nii e'S FRONT fl INSTALL ADDITIONAL REMOVABLE BARRIER BARRIERS AS REQUIRED DRILL 1/2" THRU PLAN HOLE FOR LIFTING 4" STD. G.I, PIPE WITH THREADED G.I. FILL 4 STD. G.I. PIPE WITH CAP. THREADS MAY BE SPRAYED WITH ~CONCRETE. LEAVE CROWN OF 10" M&S 504-14450-4.) CONCRETE. • PAINT PIPE TO MATCH 3'-6" MIN. TRANSFORMER '' PAINT PIPE TO MATCH 3'-6" MIN. TRANSFORMER 3" 5" STD. G.I. PIPE SLEEVE SLOPE CONCRETE FOR SLOPE CONCRETE FOR WATER SHED WATER SHED MEM31-3" It 2-0" 12JACH. BOLT 2._0.. WELL TAMPED EARTH 3/4„ X 6„ 16" GALVANIZED 16" WELL TAMPED EARTH REMOVABLE BARRIER SECTION FIXED BARRIER Z1WALL/TREES/BUSHES/HEDGE/FENCE CONCRETE SEE NOTES 1A & 18 PAI NOTES; TX. 1A. PADMOUNTED SWITCHES AND CAPACITOR BANKS REQUIRE OR SWITCH 8' MIN. CLEARANCE ON ALL SIDES. FRONT 1B, PADMOUNTED TRANSFORMERS REQUIRE 3' MIN. SEE NOTES SEE NOTES CLEARANCE ON EACH SIDE AND BACK AND 8' 1A & 1B 1A & 1B CLEARANCE IN THE FRONT, SEE NOTES 2. FRONT ACCESS CLEARANCE SHOULD BE 8' FOR ALL 8' MIN. 1A & 18 EQUIPMENT. ISEE NOTE 2 3. "ELECTRIC EQUIPMENT - KEEP OUT" DECAL THAT SHOWS THE MINIMUM SEPARATION DISTANCES FOR BUSHES FROM TRANSFORMERS IS M&S #548-560-101. OPENING FOR HOT STICK OPERATION 4 7- I PLAN F P L U OH & UG DISTRIBUTION SYSTEM STANDARDS N 5 3/3/17 UPDATE DRAWING (NOTES) ARR ELS RCN 4 9/13/16 UPDATE DRAWING (NOTES) ARR ELS ROH ORIGINATOR: CJM DRAWN BY: PTH 3 9/17/13 UPDATE DRAWING NOTES JJR ELS WM 2 7/16 01 UPDATE DRAWING NOTES RAP JES JJM 1 5/27/99 UPDATE DRAWING NOTES RAP JES JJM DATE:9/30/94 APPROVED: R,J. SALESKY NO SCALE 0 9/30/94 ORIGINAL DRAWING CJM PMG RJS DIRECTOR, DISTRIBUTION ENGINEERING 1 NO. DATE REVISION ORIG. DRAWN APPR. AND OPERATIONS SERVICES CAO 1 6 D 1 2 ; .1 - . 4,i! r t , A. -12 141 !IJ )7 / / _____.:.....___„-,-_-_—_---..---_-.-_._,--...:::41•.iii 1 LI i e-Ng ., • / / / 1" F 1' X11 o z iI illi 4141 cL • ` % _ z & ii it' R 3 lilt hill'4f Tni1111 i g ,i 1 1 1, 11 t 011.1ril h 1 111 II I t i 111 1111111 kft y�� )1 li 01 i q IA A � m `PT .. ;1 -----• }j 011)§. .. 1 `t i c w ytWtYl-Yr�,µTTMm��y� ! , b_ 5C Z §� �-�__ _ f , Lu FF97g IFS . k , ,1t :) ' "i Ei !llI 1 1 gg Lj a 11111 111 I ';i " 9I 3 ilii ei ) g. $ kA a€ nil,I1 1 4111E itis" 3% . � -----J''4 _ �—. [ I w `li} L { 5 III 11 0 0111 illi iiii iih, ,iiii ‘1' ff .11 qkS11 it i 1 p`I ' -'' iJ"(2j 1 'til l 6 t >41 i r ''' ,.Ill' s 11 i`i f.;---'.:' - 'II ilii ty 11 ii 11 i 1 - - 11 ploilizi 4 . ,IJ 11 - 1 ,i / .1 li'11 II li i I ' 'II { ili ,t Iii iii A , E ;' illi L )i _ ;.�„„tong.]=— 1 — — L Y 00ta 133HS d3s'AQ+£Oi�J1S 3Nfl Ha1.VW ! h ��_._ .-t..r...w..w..u.4w4�+...+sw.... -...+•-rp. tiNr..a r.u�...rwrr. +w uni.�}ww rr.-�..� wrnr,44,.r..nu.n,rv-V e.-...W.,..h. 40 _._....._..., ____. ____ ____ cA0 i i