Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Resolution - 2012-R0199 - Contract - Advanced Communications USA Inc.- Fiber Optic Cable Installation - 05_30_2012 (2)
Resolution No. 2012—RO199 May 30, 2012 Item No. 5.14 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Contract No, 10498 for fiber optic cable installation services and materials, by and between the City of Lubbock and Advanced Communications USA, Inc., and related documents. Said Contract is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council on ATTEST: Rebecca Garza, City Secret APPROVED AS TO CONTENT: �L a, Marsha Reed, P.E., Chief Operating Officer APPROVED AS TO FORM: Chad Weaver, Assistant City Attorney vw:ccdocs/RES.Contract-Advanced Communications April 27, 2012 30. 2012 BID SUBMITTAL FORM UNIT PRICE BID CONTRACT DATE: April 10, 2012 PROJECT NLIMBER: ITB 12-10498 -RH, Fiber Optic Cable Installation Sen,iecs and Materials Bid of ADVANCED cOMUNICATroNs USA, INC (hereinafter called Bidder) To the Honorable Mayor and Citv Council City of Lubbock. Texas (hereinafter called Owner) Ladies and Gentlemen: The Bidder, in compliance with your invitation to Bid for the Fiber Optic Cable Installation Services and Materials, having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies: and to construct the project in accordance with the plans, specifications and contract documents. within the time set forth therein and at the price stated below. The bidder binds himself on acceptance of his bid to execute a contract and any required bonds, according to the accompanying forms, for performing and completing the said work within the time stated and for the prices stated below. 21 BID SUBMITTAL OPTION D: AVENUE A, 19"1° STREET, & 50"H STREET COMBINED FIBER OPTIC 25 BID FORM CITY OF LUBBOCK, TEXAS OPTION D: AVENUE A 19TH STREET, 50TH STREET COMBINED FIBER OPTIC llem No TxD01 4em No DESefipUpn Est I Quantity Unit Unit Bid Price Extended Face BASE BID. t 0420 CL A CONC (MISC1 140 CY 618.00 $ 665.20 $ F$I 2 0500 MOBIL IZATION 3 LS 1V000,OU $ 30,OOC.u� $ F&I 3 0502 BARRICADES, SIGNS, AND TRAFFIC CONTROL 9 MO 1450.00 $ 13,050.00 $ F&I 4 0506 SAND BAGS FOR EROSION CONTROL 60 EA 12,50 S 750,00 $ F&I 5 0506 TEMPORARY SEDIMENT CONTROL FENCE 1,271 LF 3,24 $ 4,118.04 $ F&I 6 0618 CONDUIT (FVC) (SCHD 40) (7) (TRENCH) 135 LF 9.90 $ 1, 336. SU $ F&{ 7 0616 CONDUIT (PVC) (SCHD 40) (2') (BORE) 140 LF 13.74 $ 1,923.60 $ F&I 8 01618 CONDUIT (PVC) (SCHD 40) (3") (TRENCH) 4.385 LF I 6.76 S 29,642.63 $ F&I 9 0fi18 CONDUIT (PVC) (SCHD 40) (3") (BORE) 3.430 LF 11.00 $ 37,730.00 $ F&I T061:8CONDUIT (PVC1 (SCHD 40) (4") (TRENCH) 4,065 LF 7.7s $ 31,503.76 $ F&I 11 0618 CONDUIT IPVC) (SCHD 40) (4") (BORE) 2 525 LF 12 74 $ 32,168.50 $ F&1 12 0618 CONDUIT (RM) (2") 1.290 LF 1-68 $ 15,067.20 $ F&I Avenue A 19th Street, 501h Street Fiber Optic Bid Form Combined xls BID FORM CITY OF LUBBOCK, TEXAS OPTION 0: AVENUE A 19TH STREET SOTH STREET COMBINED FIBER OPTIC Rem Nc TxDOT Item NO Descnptlon Est Quantity Unit Unit Bid Price Extended Price 13 G618 CONDUIT (STEEL) (6") (BORE) 160 LF 49.78 $ 7,964.80 $ F&I 14 0520 ELECTRIC CONDUCTOR (NO 8) INSULATED ;TRACE) 19,220 LF 1.29 $ 24,793.80 $ F&I 15 062Q ELECTRIC CONDUCTOR (NO 8) INSULATED (GRIND) 975 LF 1.04 $ 1,014.00 $ F&T 16 0620 ELECTRIC CONDUCTOR (NO 8) INSULATED 1,950 LF 1.04 $ 2,028.00 $ F&P 17 p62a GROUND BOX TY D 10 EA 1491.50 $ 3.4,915.00 $ F&I j t GROUND BOX TY D WITH APRON 41 EA 1706.50 $ 69,966.50 $ F&I 19 0624 GROUND BOX TY 1 18 EA 1176.50 $ 21,177.00 $ F&I 20 0624 GROUND BOX TY 1 WITH APRON 44 EA 1368.50 Is 60,214.00 $ F&I 21 0626 ELEC SERV TY D (120Y240) 070 (NS) GS (N) EX 10) 4 EA 1641.26 $ 6,565.04 $ F&I 22 L001 FIBER OPTIC CABLE (SM) 112 FIBER) 13,990 LF 93 $ 13,010.70 s F&I 23 L001 FIBER OPTIC CABLE ISM) (12 F1BER}(AERIAL1 18.910 LF 1.65 $ 31,201.50 $ F&I 24 LCQ1 F113FR OPTIC CABLE (SM} (36 FIBER) 9.705 LF 1.11 $ 10,772.55 $ F&I I Averue A, 191h Street, 50th Street Fiber Optic Bid Form GOITlbined-x)6 BID FORM CITY OF LUBBOCK, TEXAS OPTION Q, AVENUE A 19TH STREET, 50TH STREET COMBINED FIBER OPTIC Item No TxDOT Item No. Oesenplion Est 4uantit Und Unit Bid Price Extended Price 25 L001 FIBER OPTIC CABLE ISM) (36 FIBER)(AERIAL) 61,295 LF 1.94 $ 118,912.30 $ F&T 26 L001 FIBER OPTIC CABLE ISM) (96 FIBER) 9,040 LF 1.64 $ 14,825.6C $ F&I 27 L001 FIBER OPTIC CABLE ISM) (96 FIBER) (AERIAL) 22,580 LF 2.37 $ 53,514.60 $ F&I 28 L001 FIBER OPTIC SPLICE ENCLOSURE 40 EA 554.54 $ 22,181.60 $ F&i 29 L001 FIBER OPTIC SPLICE (IN CABINET) 3 EA 2640,32 $ 7,920,96 $ F&I 30 L001 FIBER OPTIC PATCH PANEL (12-PORT) 45 EA 776,17 $ 34,927.65 $ F&I 31 L001 FIBER OP7iC PATCH PANEL (36-PORT) 6 EA 1707.38 $ 10.244.28 $ F&1 32 L001 FIBER OPTIC PATCH PANEL (96-PORT) 2 EA 3901.20 $ 7,902.56 $ F&I 33 L001 FIBER OPTIC CABLE ROAD MARKER 36 EA 55,93 $ 1,481.08 $ F&I 34 8366 CONDUIT (PREPARE) 5.445 LF 1.13 $ 6,152.85 $ I 35 8368 GROUND BOX (PREPARE) 29 FA 431.80 5 12,522.2C $ I 36 L002 CAT5E ETHERNET CABLE 340 LF 2,70 $ 918.00 $ F81 Avenue A. 191h Street, 501h Street Fiber Optic Bid Form Combined As BID FORM CITY OF LUBBOCK, TEXAS OPTION D: AVENUE A, 19TH STREET, 50TH STREET COMBINED FIBER OPTIC Item TxDOT Description Est Unit Bid Extended No Item No. Quanpty Unit Price Price 37 LOOJ ITS HUB CABINET 6 EA 10746.44 $ 64,478.64 S FM F = FURNISH. f =INSTALL F&I - FURNISH AND INSTALL TOTAL PROJECT COST: $ —a2 4"-C 0.1' i4' BIDDERS INITIALS A's,omie A, 19th Street 50th Street Fiber Optic Bid Form Combined xls 60 (In case of a discrepancy between the Unit Price and the extended total for a bid item, the unit price will be taken.) 1 Bidder's Initials Bidder hereby agrees to commence the work on the above project on a date to be specified in a written "Notice to Proceed I" of the Owner and to substantially complete the project within ONE IIUNDRED EIGHTY 1 " (185) CALENDAR DAYS FOR SUBS"rANTIAL COMPLETION following "Notice to Proceed 2" as identified under Item 13.1 of the General Instructions to Bidders. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of SEVEN HUNDRED TWENTY FIVE DOLLARS ($725.00) for each calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 24 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of THIRTY (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within ten (10) business days after notice of award of the contract to him. Enclosed with this bid is a Cashier's Check or Certified Check for Dollars (S ) or a Bid Bond in the sum of E'Oh' Hundred Twenty Eight Thousand Eighty oqa otuso Dollars (S B28,081.50 ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents, insurance certificates, and the required bond (if any) with the Owner within ten (10) business days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Bidders. Pursuant to Texas Local Government Code 252.043(a), a qRonald competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CO t' F -.]TONS Ttl'I HE S1D PRICE ign ure MUST BE MADE [l ' ^' 3MITTAL FORM PRIOR ejm n -- CFO & Treasurer TO DID OPENI: a Name) a' Advanced_ Communications USA, Inc. Company (Seal if Bidde 2440 44th Street #123 ATTEST: Address r Lubbock Lubbock y 26 City, County TX 79412 State Zip Code 1 Secretary orMi a C. Hisey Bidder acknowledges receipt of the Following addenda: Addenda No. Date Y- 5-aaiA Addenda No. Date Addenda No. Date Addenda No. Date !4 AVRE Pim: Woman Black American Native American Hispanic Americana Asian Pacific American Other (S ecifv) 27 X&!SO►-.+r1 0" *16)• 2o(Z. - RZ Dv aeq BOND CHECK BEST RATING LICEN E BW TEXAS DATY:_IZ_-, CONTRACT AWARD DATE: May 30, 2012 CITY OF LUBBOCK SPECIFICATIONS FOR FIBER OPTIC CABLE INSTALLATION SERVICES AND MATERIALS ITB 12-10498-RH CONTRACT: 10498 PROJECT NUMBER: 92216 Plans & Specifications may be obtained from THE REPRODUCTION COMPANY www.thereproductioncompany.com Phone: (806) 763-7770 ; cO t2- 90 l99 lubbock' iF%AS CONTRACT PREPARED BY: PURCHASING AND CONTRACT MANAGEMENT OFFICE ADDENDUMS I t Page Intentionally Left Blank ADDENDUMN&I RFP 12-10498-RH Fiber Optic Cable Installation Services and Materials DATE ISSUED: April 5, 2012 CLOSE DATE & TIME: April 12, 2012 @ 3:00 PAL Offerors are invited to review the following: During the Pre -Bid meeting, attendees asked several questions whereby dialog took place in response to multiple questions. The City has attempted to capture the core questions and 1-J resulting answers provided during the meeting. The questions identified below (shown in italic font) are a summary of the questions asked and the response of the City. 1. Will the use of ADSS Fiber be acceptable? Yes, the City specified ADSS Fiber Optic Cable in the General Notes, pg GN-9, Item L001. 2. Will the use of BDPE (rolled) instead of PVC (rigid conduit) be acceptable in the buried applications? Yes, the City will accept HDPE. 3. Where are the anchoring locations on existing poles? The anchoring will be on every existing timber poles. Instructions and locations of each are identified in the plans. 4. For cable clamping, would "straight through" clamping be acceptable rather than the snow shoe design in the specifications? Yes, the City will accept "straight through" clamping. 5. Will the contractor be allowed to move existing copper cable to make room for fiber optic cable? Yes, as long as it is coordinated with the Traffic Engineering Department and doesn't disrupt the usage of the copper twisted pair. Vendor should be able to follow the current copper line. Refer to the General Notes for instructions on removing and salvaging the existing copper twisted pair. 6. In the Avenue A plans, Print 4, R0403, will a Y-out or splice "Y" connection be an acceptable means of intercepting existing conduit? Yes. 7. On the I Vh Street Plans, L30, the line crossing over the Marsha Sharp Freeway shows in Yellow, indicating new. Is this correct? No. This should be indicated as existing conduit. 8. When removal of concrete sidewalks is necessary, how large of a section, or what square footage will need to be removed/replaced? Sidewalks must be joint -to -joint. If using a tool joint, must re -tool joint. Please see the attached Utility Excavation Manual for additional instructions for cuts on City streets. Any removals on TXDOT Right -of -Way must conform to TXDOT specifications. 9. Are there limitations on the hours of work, or are there certain times of the day that work will not be allowed. And if lane closures are necessary or contractor needs to bring traffic signals down, are there certain hours that this will not be allowed? This is addressed in the specifications. Page GN-7, ITEM 502, BARRICADES, SIGNS AND TRAFFIC HANDLING. 10. Since there isn't a classification for some of the workers on this project, such as Lineman, do we need to complete a form FSI444 and turn in to the City? Yes. According to the Davis Bacon Act, the Contractor initiates the request by preparing an SF1444, Request for Authorization of Additional Classification and Rate, at the time of employment of the unlisted classification. The Contractor submits the request to the Contracting Officer (City of Lubbock, Purchasing Director). 11. Was there an addendum issued on BidSync prior to the pre -bid meeting? No, the only addition to BidSync was the zipped files of the plans to try to make it easier for them to be downloaded because of the size of the files. 12. Please use the attached "REVISED" specifications for the ITS Hub Cabinet. This REVISED specification replaces pages 24 through 29 of the original specifications. The changes have been highlighted. All requests for additional information or clarification can be posted as a question on BidSync or submitted in writing and directed to: City of Lubbock, Purchasing and Contract Management Robin Holder, Senior Buyer P.O. Box 2000 Lubbock, Texas 79457 Questions may be E-mailed to rholder@Mylubbock.us or faxed to (806)775-2164. THANK YOU, ,Ram `wd;*% Senior Buyer It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the bidder's responsibility to advise the City of Lubbock Director of Purchasing & Contract Management if any language, requirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source. Such notification must be submitted in writing and must be received by the Purchasing Manager no later than five (5) business days prior to the bid close date. A review of such notifications will be made. CITY OF LUBBOCK �� SPECIFICATION s L003 ITS Hub Cabinet 1. Description. Fumish and install rack mountable communication cabinet to include the installation of the inundation, cabinet, and all electrical and mechanical devices. These cabinets shall accommodate and house the various types of communication equipment required with the City of Lubbock fiber optic network and ATMS system, as shown on the plans. This equipment will include: Hardened Ethernet Switch Media Converter Drop/Insert Multiplexor/Demultiplexor Fiber Optic Transceivers Modular Fiber Distribution Housings CCTV Field Equipment Provide and install all necessary wiring, harnesses and/or cable assemblies, as directed by the Engineer, for the above mentioned systems/devices, whether or not the actual systems/devices are called for in this project. 2abirle0n and Regrtrementsr�ovtde a 332 base mount cabi►ettwthe folllivit?q esternl wows Dept1( 11 Provide a"standard EIA 19 in. rack cage, as detailed in tfie plans, accessible'from"both front and. rear doors: � Provide vertical shelf support channels to`perm t adjustment"of shelf location ithe field, Equip each cabinet with ani extra set o f keyhole; six�ts "on either side of the front section of the cabinet to pernit the mounng of additional equipment as necessary > i Equip the cabinet with 3 adjustable, removable shelves Ensure the shelves be at least 10! --inr deep and be located"in the cabmet to provide a 1/2 in. clearance between the back of theshelf i Arid the_ back. of the cabinet Fit the bottom shelf with a slide out worktable. The table shall be.l4 m: aide and shall-have'a Pi 10 ins minimum extension, The -table shall be o£ 0.125 m . thick aluminum with rolled edges for. rigidity, and shall lock izt ilieextericied position: E ui the cabinet wttli interconiiectiori oriel s .:Panels shall -have 4 25 air unch down q p .. p �)• p � p_ ,. terminal blocks (S66IYI1-50 With Quick clip stylo 571}, uniquely miarked with a silk screen diagram.or permanent; stencil as shown on,the plans. Include _oircuit breakers; grounding bar; radio interference filters, lightning; arrestors, fails and fluorescen-_-I ghting in the eal?inetr Provide the cabmet with 2 doors, 1 front ar�d:1 rear, that will provide access to the cabinet. Provide each,door with a ininiinum 4 hinges, or a full length stainless steel piano bulge,vitl sfamless steel pills spot welded at the top: Mount the.huiges so that it is not possible to„remove them fi6o the doors.or cabinet without first opening the doors. acea removable center support • r t in flee middle of each.set of doors to ensucab re inet rigidity: (i Brace the doors and hinges to withstand a 1001b per verticat foot of door height -load applied vertically to the outer edge of the door when standing open _ Ther6 shall be iio perrrianent deformation or. "impairment°Pf any part of the door cir cabineti body, when tt e load ., reznoved< Design two retainers (top and bottom} to hold flee door open at approxunately 90 degree and" 180 degree positionsr Fit the.cabinet doors With Number, 2 Corbin locks and aluminum prom ome plated handles with a 3/8 in. (minunu n) dxive pin and a three point latch The lock "if latch design shall be such that the handle cannot be released until the lock is released. Provide the handle wish a locking ring so a padlock can be installeclin=ndctition to theoxbin lock Provide two keys:foreacli cabinet: Locate the lock to lie clear of the 'ortho handler f ,arc Provide a gasket to acf as a permanent dust and weather resistant seal at the controller cabinet door facing 'The gasket material shall be of a non absorbent material (rubber) and shallinainfain �1 its resiliency after exposure to the�outdgor environment The gasket` shall Have. a ,minimum 1 thickness of 3 , m ,and shall be Ideated lit a chazinel provided forth s purpose, either on :the cab�iiet"or on the dozer: A channel formed by an t`L" bracket and the door lip is acceptable, In any case the gasket must show no sign ofrollmg=or sagging and must Insure a unforni,dust and weather resistant seal around flee entire zioor facing: Any other method must be approved by the Engirieer �_- 'i. I_� I Pa$1 i.01-Lqtb1nen {NitrT-TaQk-ii +nu11tC4t �+11$IfiVC Ir.0 1p3urtsln)yje,�- 3�.4 (T1f7�V. I'Trxv jrl. 'i hIo,yrrf gwrfltlly. witb 10C, [' In ki-0-1 0NV Uaf4 olty. TAVLIT-1I JU-, bI1%Wtr 1-n ftjk ,;,,Ii rlie rant, T[Qj imrfccing evilh tLtc t'cgLlifod 0 iii.11�dCht 01 u;ab113 LkjUJj311 N)( 1nuiitsf tLL; gArIKIc. �;;� ii lh. f kjmr tep-ifimke oir frfjm;l} frc.r,t C)HIIQ o'.vk Hml OiPcJiwgo it Qp'wa cl�-rItJ O 61+11Qau a;F-R. f'ruv ide o ?°S wit, Lii ijrilt.#�r X A Iff, r;.v-p tur c-.40 zneol -gi-ound ipd to the for, i do)lion of -i� C:(.l L)1i11111It;il110m cAiifid- FTo 0 * L—upper grt31-r.r1Ll btir c-1 iol-bI.Yi-h dia. Pokvcf ::Lq.)ply fieust,-al ('rwoiz t%u rr} .311d ch;[SE.; ,i rmvicJii bu.� fxir F3 i6nirpiirp of itr4Nl(11 9 ir'. - Fitt Ial'9Gr.Nclkti*'w I)v jfmjl lt'ip (be Ad' �JG�LJTij ,'jr1(J.C11fi551� �a'irki�lr] �Ii . 1C+�;�t Jl t-. 1&.sAai'2-tliz liIgr1(: uroulid tMn did AC ruett<lt;il aid wT1MS1i1w�l iiii it Wgit got. BAhm Ftuf1icterr>i. co _ Unless o#h&WIsch ealltod tor on thn plans, Mount onfl v*0 S "IFC134 b(*;AKeVs In (110 cal2koet. iU&o 11%-amoare t: rtimkws to dlsm"bute circuit dower artil pratocifon fm. helralwam ISSWIB rJh* Itlinst. fiot-aO 16 amp own boa -a +erR mny brd 1 sed Z n►a will 0sprnk art fkA101.0r. Iarml' w-; af<d hrretwaro nowds. IProvid• $quuTo LLD'" QQU 130 eisrtAsr Od 7#iUC 1'l14V I sr►ries, or oquavalant bresker4aj. E40p thip cir+cui# hraultor4s5 wO sal"Oerrs car"soct9m at Id I04A p1h th#m on the sldewadl bribwwt r19# 1 hanO-side of 149 6uck p,'v el In-sida t#W #4r;4bl *1 In Binh a mnt n*y khnrl $Wr fntiog mprKngra ore via Wit, and the bweakier is wasir}r acomsfiUilO, Ail 5 dUpje7t �rt.cu}�r�l;��'-� i�+f'I �-iVin grovt;dkig fypc' whic-h witl a C J-pi it ,Itirk,J;jid 2-prrrnpv'43 rings ��VC l'fI&rlUkL�, NJIWI bC lnOUPtt II EMd 3 iN0 tT} [1-1c CfshiJ}C- f- %VL'o rbbQ fAEf,.tj 6 r I ffik 'Go r)d side c,r,i3c i s.ihfiljwivt I-jrczLe- r InrihaII T1ic duple\ rt�copt I o s w 4h +i ir,, 1111(1iri il11Tj cei4wr {--Ula t fillhfri Elyfgrd ifs n i >l� �`itrt r"' l l Rpgulat�d Vgltg output4 VDT 5°nnnmc[yutnent range Ou�t� ripple '����o �o�tpeak to pe�l� and S00 millivo]ts rzns_a��full lc�acl out��t currer►�t��ameres, rr�inmum Operating �ernp��ature range cant�rauous_���y from= 17°C,to "�A°�' I. iIoiYPjJ tr:icPi cmbinr!.f 'ii3, wmlcYyfimibi! 6 allWtnou111r4ftk%.Vi e.`Pr071?Ir-rft, .. IIrr,I+lc 1 0A iisi-kid EireA igwt+v :oriiiLt. 1i _Pi 'M tJir tuiu ionar-.1oi (bw v,'low'1 Fr.&vidt Ohe-fleutrgI wdI(= .-%,IjIF tuifj-��,d IF,-D;.1k3kviy c,.,,nnectnP. fnF.OII I LxFC.9k4 sy CIO rMPk'-IC+f5 1.11 jC11 s(3 jheTn&n'P^k-x r I tlse L itl t, be wi aiv!oteql liy 04 V.1* aver. Thrasbew "64ahelhp, Mt)inil 4 LIL4ppn�w" elec#rf r4PoWAP► f+V WIP4 fit+ llio roar of tht eybiw t fof lhu #lt vilw6od 9# 12011AC pa+wer. Use 4 Rap sbMo to distrlbrdte is sawma of LWAtorTupubis power llupply IUPSJ and et"r le ais.#nbots a souec*-4f 60ndelyd trlartri"i swrWas, I,ab+i #hn top s#rjpx- 11 r1sr UP..r* Is soppllw44 bath top WIPS dixtributo 0andard alaa(kai sarWc %_ P rat*art tap filrip with a IS mtM aitatrbt bmmg". Avvide a rrtullitwwil *I! OUNW(V on +WaIrtirop ithip.irgoAppod 1th a J2-#L rJL MPPr*"d AC cola'. oa tort esil+ctelt' rrtay u09"o 1 of tho CK11 rfa 9)" thA tata strip, 11. Mf1r1*)W C.U4 wir#'^ T1- pFr,?IF;f 4q*iVib. On nor# *l tP 14N "c* 4�4wes to tA" up #6cK. �fovldot :*urea++ Iuona fu feo911Mte.t6v lamov111 aw Mplac omerrt-of assomblFC6, gmgwqw s,,*nd ":WIAM for m+rMtier4nA.;C% $eaiif* oahl" With nYlart 4861fr eloMdx. Irplrl JhO gw-oorrN#&RI Aida of tho otoctfle s trAs lluraUghaut the cabinsol withnrr# a Weak- Lab9l-00. wires. Wig Mg C0111Iu iilg 111�t, v01LKgt' AC will'bc ,'oLaud aiid'L- odI VA Reparz sty 90d/of SW3 .A Pd frpin E�If 1. Ow vol E� ge, ie„ U1�11tral c-WAIiIS. trL'N'r.all C-__Og4t101-+rw: acid 1,4! W.))Mi 60)J11 6iV fialai ]010 W i1W11UDans±a tXOM& l Wi L] ;R1fObitt fIL!sLdatkg!Ifu,i; a-ia1, ,nbient temperatu rang.of 0°1 to 158° •� Moisture condensation orL all surfaces caused';by tempreratLire, changes: 3. Construction. A. General. Utilize the latest available techniques with a minimum number of different parts, subassemblies, circuits, cards, and modules to maximize standardization and commonality for the equipment, design, and construction. Place cabinets on an Interior floor as shown on the plans. Ground the cabinet to an equipment ground circuit using a number 12 AWG wire. Provide a 5/8 in. diameter X 8ft. copper clad steel ground rod in the foundation of each cabinet. Provide copper ground buses for both the power supply neutral (common) and chassis ground. B. Electronic Components. Provide electronic components in accordance with Special Specification 6013, "Electronic Components." 4. Documentation Requirements. Provide 3 copies for the following items: A. Complete and accurate final cabinet wiring diagram. B. Complete parts list including names of vendors for parts not identified by universal part numbers such as JEDEC, RETMA or EIA. Place 1 set of the documentation in a heavy-duty plastic envelope in the cabinet. Deliver the other documentation to the Engineer. 5. Warranty. Provide a warranty detailed within the General Notes for the project 6. Measurement. This Item will be measured as "each" ITS Hub Cabinet, complete in place including foundation. 7. Payment. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit bid price for "ITS Hub Cabinet" of the size specified. This price shall be full compensation for all labor, services, materials, tools, equipment, and incidentals. 11 lubboc'k UTILITY EXCAVATION MANUAL (UEM) GENERAL REQUIREMENTS AND PROCEDURES FOR EXCAVATION IN THE CITY OF LUBBOCK PUBLIC RIGHTS -OF -WAY CITY OF LUBBOCK PUBLIC WORKS DATE: DECEMBER, 2011 u rrcity of libbkk TEXAS NOTICE TO ALL EXCAVATORS IN THE CITY OF LUBBOCK PUBLIC RIGHT-OF-WAY The Utility Excavation Manual (ITEM) has been prepared as a guide for City agencies, utility companies, contractors, Right -of -Way (ROW) Users and other excavators in the public right-of-way in the City of Lubbock, Texas. The primary purpose of the Manual is to compile the various details, drawings, rules and regulations governing excavations in the public right-of-way into a single document- The primary regulation related to these excavations is Article 36.09 of the City of Lubbock Code of Ordinances, "Utility Construction in Public Rights -of -Way". To assist the ROW Users, Article 36.09 is copied in its entirety, and is a part of this Manual. Certain specifications, such as materials and methods of concrete and asphalt construction, are not a part of this manual, but are available in the "City of Lubbock Public Works Engineering Design Standards and Specifications". The primary issues of concern related to these regulations and this manual are: • Public health, safety and welfare • Protection of the traveling public • Improve coordination of work in the ROW • Reduce damages to paved and unpaved streets and alleys due to utility excavations Before obtaining an excavation permit or excavating in any public right -of --way within the City, ROW Users are encouraged to familiarize themselves with the requirements of this manual. If you have any questions regarding work in the public right-of-way, please contact the City ROW Management Coordinator at 806-775-3157. )2- 1 Date Marsha Reed, P.E. Chief Operation Officer, City of Lubbock 2 Utility Excavation Manual Table of Contents Description Page Notice to Excavators 2 Table of Contents 3 Contact Information 4 Plate 36,09.1 — Asphalt Pavement Cut Repairs 5 f Plate 36.09.2 — Concrete or Brick Street and Alley Paving Repairs 6 Plate 36.09.3 — Trench Backfill Requirements on Alleys to be Paved 7 Plate 36.09.4 — Trench Backfill Requirements on Unpaved Streets and Alleys 8 Plate 36.09.5 — Concrete Paving or Cap 9 Plate 0-1— Typical Locations for Utilities in Alleys 10 Compaction of Trenches 11-12 Survey of Location of Installed Utility 13-14 Sample Drawing of Permitted Work 15 Posting of Utility or Contractor Information 16 Barricade Plan & Traffic Control 17 Storm Sewers 18 ..! Section 36.09, Code of Ordinances, "Utility Constnrction in Public ROW" 19-44 3 9 0 CONTACT INFORMATION ROW Management.Coordinator 775.3157 City Engineer 775-2343 Asst. City Engineer 775-2341 Capital Projects Engineer 775-3254 Sr. Construction Inspector (Public Works Engr) 775-3751 Stormwater Management Department 7754347 Street Maintenance Department 775-2358 Water Customer Service 775-2588 Water Engineering Department 775-2351 Solid Waste Department 775-2481 Traffic Engineering Department 775-2132 LP&L Emergency Service 775-2555 TxDOT 7454411 Police Department (24 Hr #) 775-2865 Fire Department (24 Hr #) 775-2635 EMS 775-M5 Email for ROW Permit Office: utili rmitsna mylubbcck.us 4 TYPE C HMAC M/NI" OF THE UPPER IrW MINIMUM ON ' THOROUGHFARE STREETS) OF TRENCH SACKFILL- I y2 SACK CONTROLLED LOW STRENGTH MATERIAL (FLOWABLE FIWWITH PEA MWELIF USING L COMPACTED BACKFQL r - r - •.r r- �r�, r s: OF r &VISTURE CONTENTIMAXX IFULL DEPTH OF TRENCH BACKFILL IY2 SACK CONTROLLED LOW STRENGTH MATERIAL (FLOW FILL)WITH PEA GRAVEL I NO SCALE 6' It ASPHALT TACK COAT. ALL JOINTS TO BE SAWCUT. BEDDING (IN WANCE WITH ENGINEERS NOTEr ALL MATERIALS AND CONSTRUCTKN! PRACTK ES SHAG. BE IN CONFORMANCE WITH CITY OF LUBBOCK PUBLIC WORKS ENGINEERWO DESIGN STANDARDS AND SPECIFICATIONS. ASPHALT PAVEMENT DEC.( 011 CUT REPAIRS lub— Wi j ftaftwilm r"�"" 36.09.01 m CLASS B'CONCR47E 3000 PSI AT 7 DAYS DRILL AND DRNE l2' DEFORMED TAI�AC'STREETS: 15 DOWEL BARS CINiO EX15TW CLASS C'COACRETf CONC SLAB ON 3' SPACING ALL CORM JOINTS 4 BARS IZ 0G.YAK SPACING ��N TO BE SAWED. tEITH LKRECTM)!S EKISTIPACRETE • • • EXISTIAICOANCRET£ BRICK JOINTS TO BE FILLED VING WITH SANLYCEYENT AT A 5D-50 THACKNESS VARIES rq CONCRETE CAP BLENUOR AS APPROVED BY THE 'B TYPICALLY 61TO 9' L{MINIMUM CLASS CONCRETE STREET SUPERINTENDEMr. BMAAVM w 3000 PSI AT T DAYS. ��y--�-�� BACKFILL COMPACTED TO..Iut� Ir 95X STANDARD PROCTOR IASTY D 60).'PL OF 6'M/N/LWM T SAND GUSH�V • MINIMUM. OPTIAPIM MOISTURE CONTENT. IMAX.6LfFTSJ • 4 BARS12'0G PIPE BEDOING LAN MAX. SPACING IN ACCORDANCE WITH B01H L7/RE r:VS Z: M/N/MUM ATNE W.KFILL ENGINEERS AND MANUFACTURERS ALTERNATNE BACKFAL L PffTHE FULL DEPTH OF TRENCH RECW/MFNDAT/ONSL I z SACK CL)AIIROLLED BACKF/WIAj SACK LOW STR£AIGTH MATERIAL CO.VTROUED LOW STRENGTH COMTE STREET BACKFALL COMPACTED TO 1 IFLOWABLE FILUWITN YATERJAL IFLOWASLE FILL) i ALLEY PANS 95% STANDARD PROCTOR —.L PEA GRAVEL WITH PEA GRAVEL TASTY D &")_2X OF OPTIMUM MOISTURE OONIENl. ~ le IYAX,6'LJFTSJ P/PE BEDDING !IN ACCORDANCE WA1H THE EAWNE£RS AWAW �K AND MANUFACTURERS RECCOMYENDATIONSL NOTE: NOTE:, -SEE CONCRETE CAP DETA TREATER THAN 5 WIDTH WILL 0905 LPLATE A0.3G -15 DOWELS NEEDED IF TIED INTO EXISTING CONCRETE BASE, RfOUIRE a SPECIAL PAVING REPAIR DESIGN LATHE PAVING D /ALL MATERAAL.4 AND CONS NXTA'S PRACTICES SHALL BE IN £NGAIVR CONFORMANCE WITH CITY OF LUBBOCK STANDARD PAVING SPECAF)CATAGWS. CONCRETE OR BRICK ""'s`i oEc. 20>> STREET AND ALLEY CUT REPAIRS Vlulbbctdck flu$ FUR Now 36.09.02 CONCRETE ALLEY PAVING E SUBGRADE PREPARATION UNDER ALLEY PAVING. BACKFILL COMPACTED TO 0;1- STANDARD PROCTOR DENSITY (ASTR D M) PY. OF OPTIMUM MOISTURE CONTENT. (MAX. E UFrSJ ALTERNATIVE BACKFILL FULL DEPTH OF TRENCH BACKFILL 1'/z SACK CONTROLLED LAY STRENGTH MATERIAL LFLOWABLE FILUWITH PEA GRAVEL •• THE ALLEY PAVING CONTRACTOR SHALL BE REQUIRED TO OBTAIN 95X STANDARD PROCTOR DENSITY (ASTM D 698) ZY. OF OPTIMUM MOISTURE IN THE EDEPTH OF SUBGRAOE IMMEDIATELY BELOW THE ALLEY PAVING. /r Ix.-7 OR AS DIRECTED BY THE CITY ENGINEER PIPE BEDDING (IN ACCORDANCE WITH THE ENGINEERS AND MANUFACTURERS RECOMMENDATIONS). NOTEi -ALL MATERIALS AND CONSTRUCTION PRACTICES SHALL BE IN CONFORMANCE WITH CITY OF LUBBOCK PUBLIC WORKS ENGINEERING DESIGN STANDARDS AND SPECIFICATIONS. TRENCH BACKFILL REQUIREMENT ngv'No ON ALLEYS TO BE PAVED frlu-.*bW oec. tot1 WITHIN RIGHT-OF-WAY k 3RA 6 wMu .09.03 EXISTING GROUND SURFACE. BACKFILL COMPACTED TO 9V../ STANDARD PROCTOR DENSITY (ASTM D 699) 2Y- OF OPTIMUM MOISTURE CONTENT. (MAX.6' fJFTSJ 12" ALTERNATIVE BACKFILL FULL PTH TRENCH BACKFILL I/? SACK CONTROLLED LOW PIPE BEDDING (IN ACCORDANCE IN (IN ACC STRENGTH MATERIAL (FLOWABLE W?H THE AND FIW W?N PEA GRAVEL EA MANUFACTURERS RECOMMENDATIONS). OR AS DIRECTED BY THE CRY ENGINEER NOTE: .ALL MATERIALS AND CONSTRUCTION PRACTICES SHALL BE IN CONFORMAACE WITH CITY OF LUBBOCK PUBLIC WORKS ENGINEERING DESIGN STANDARDS AND SPECIFICATKINS. TRENCH BACKFILL REQUIREMENTS OEC.�[rIf201LO1 ON UNPAVED STREETS AND ALLEYS fr bb1yof Kett skam WITHIN RIGHT -OP -WAY TIM 36.09.04 8 PLACE '4 BARS BOTH WAYS ALONG PAWING CUT AT I2 MAX.SPACING.AT LEAST 2 •4 BARS EACH WAY ARE REOUIREa E �1 5 IJEt:ORNED DOWE BARS =F=� _-_-- •4 BARS CENTERED NO SCALE IN SLAB DOWEL CONCRETE PAVING TO EXISTING CONCRETE PAVING: DRILL AND DRIVE Ir DEFORMED •5 DOWEL BARS 6' INTO EXISTING SLAB ON Y SPACING. NOTES -ALL MATERIALS AND CONSTRUCTION PRACTICES SHAG. BE IN CONFORMANCE WITH CRT OF LUBBOCK PUBLIC WORKS ENGINEERING DESIGN STANDARDS AND SPECIFICATIONS CONCRETE PAVING. CAP. ■t�U[0 OEC. 2011 OR ALLEY PAVING lubMck RjkK KM. ra�r 36.09.05 9 N TYp+ LOr I 8 WATER LINE GAS UNE SEWER IM rYpxk wr I Q p. !a rs re � urIVry (ITILRY POLE PALE FINISHED GRADE 2'M/N. z ! . MI ' hWSE HOUSE BMl . TSYABDE SERVICE MlN. I � GMiN. 1 SERVICE - !N MAIN • Co PAD M SA ED OU U91ED flEC719R: CJMDIgI wnfo ATER � _ 0 MAIN elm 2 9' M/NlMUM z Kvtw TYPICAL LOCATIONS DEC. 2011 FOR UTILITIES IN ALLEYS I rI.TlbbVck -la-M G-1 10 COMPACTION OF TRENCHES General The requirement for trench compaction shown on the plates in this Manual is ninety five percent (950/9) of Standard Proctor density. However, it is not the intent of the City to require the ROW User to have Standard Proctor tests and density testing performed on all trench compaction. The discussion below outline methods the ROW User and the City can utilize in performing "quick" checks of adequate trench compaction. The purpose of allowing these "quick" checks is an attempt to secure proper backfill compaction while not being overly burdensome in requiring the ROW User to enlist a Materials Testing Laboratory to perform Proctor and density tests. Moisture Content Moisture content is a vital ingredient in the ability to make density of compacted soil. The Senior Construction Inspector, or Capital Projects Engineer, or the Assistant City Engineer of the City's Public Works Engineering Department (Streets) will be available to schedule training sessions for the ROW User to view typical soils at optimum moisture content. Probe Tests City Inspectors, as a standard, will be performing probe rod tests as a "quick" check of adequate compaction of trench backfill. The probe rod being used is a thirty six inch (36') long metal rod, having a one half inch (W') diameter, with a "tee" handle. The training sessions can include a demonstration of the procedures City Inspectors will utilize in performing these probe tests. ROW Users are encouraged to acquire a probe rod for each of their crews so they can "self" test their backfill compaction results. Properly compacted typical soils, compacted at optimum moisture content, should not have a probe rod penetrate the soil more than two inches (T ). The top layers of the trench backfill may be removed, and testing performed in the lower portions of the trench, to assure that all lifts of the backfill were properly compacted. iD ,X Density Testinx City Inspectors may also perform spot testing with a nuclear density gauge. Typical soils within the City have a Standard Proctor density in the range of one hundred eight pounds (108 lbs.) to one hundred fifteen pounds (115 lbs.) per cubic foot. This range will be used in checking ninety five percent (950/4) of Standard Proctor density on soils that a Proctor test has not been performed. Failed Tests Areas of the trench that have failed backfill compaction tests, either by the probe rod or nuclear gauge test, shall be removed and re -compacted by the ROW User at their expense. ROW User Appeal of Failed Tests The ROW User may appeal the direction to remove and re -compact the failed backfill by engaging a Materials and Testing Laboratory to re -test the failed area The City's ROW Management Coordinator shall be notified of when the Lab will be collecting samples for Proctor tests, or performing density testing, so a City Inspector may be present to view the locations of the samples or tests. Conflicting test results by the ROW User will not automatically be considered as compliance with specifications, but will be considered only as additional information to be used by the City to determine the compliance of the material or construction in question. Narrow Trenches The ability to properly compact narrow trenches, with mechanical compaction methods, is extremely difficult, and often labor intensive. However, if the ROW User can demonstrate that they have adequate equipment and methodology to properly obtain the required density of the trench backfill, mechanical backfill of narrow trenches will be allowed. Suggested practice is to utilize full depth one, and one half (l/h) sack controlled low strength material (flowable fill) for any trenches less than twelve inches (12") in width. Specialized compaction equipment will be needed if mechanical compaction is attempted to backfill narrow trenches. 12 Survey of Location of Installed Utility (Section 36.09.043(a)) The following methods will be allowed to describe the location of the utility facility installed with a permit: (1) Submit coordinates of the beginning and ending points of the permitted work by use of Geographic Positioning- System (GPS) equipment. The equipment used must have an accuracy resulting in less than one-half meter (�/z) error: (2) A survey tied to known property comers. _. (3) Submit measured distances from beginning and ending points of the permitted work from known points. For example, from lot comers or p street right-of-way (ROW) lines. Examples: The beginning point of an underground utility is located in an alley behind 4501 77°i Street. The point is seven feet (7') south of the fence line at the rear of the lot, and twenty three feet (23') east of the cross fence between 4501 and 4503 77d' Street. The beginning point would be identified as seven feet (T) south and twenty three feet (23') east of the southwest comer of the property located at 4501 77°i Street. The property could be described by either address or legal lot description (lot number and subdivision name). 2. The beginning point of an underground utility is located in a street on the east side of 4501 77 h Street. The point is twenty feet (20') east of the fence line of the property located at 4501 77" Street, or if the center line of the street is determined by measurement, it could be described as eight feet (8') west of the center line of Richmond Avenue. The north -south dimension could be described as the number of feet south of the center line of 77'" Street or the south ROW line of 77d' Street, or the number of feet north of the north.. 13 i� s:€ ROW line of the alley south of 77w Street or the number of feet north of the center line of the alley south of 77'' Street. So the beginning point in this example could be measured and identified as being eight feet (8') west of the center line of Richmond Avenue and thirty seven and one half feet (37 W) north of the center line of the alley south of 77" Street. If there are fence lines that do not appear to be on the street or alley ROW lines, other identified locations, such as center lines of paved streets, will have to be used as a reference to measure from. The City ROW Management Coordinator can assist with helping determine adequate reference points to measure from in locating the utility beginning and end points. Note: The dimensions of the beginning and ending points of the permitted work from any reference points must be measured distances usinga fifty foot (50') or one hundred foot (100') tape. Approximate or stepped off distances are not allowed. 14 J 0 Utility Excavation Manual SAMPLE DRAWING For Excavations Greater Than 25 Linear Feet Sec. 36.09.036 $-A-"* INSTALL 8" C-900 ON LOTH STREET BETWEEN UNIVERSITY AND AVE.X mom atirui Q'e' OT9 LOTH ST OMS TAM. r tx iy soa wa OHS ..t ,6TE Y�{71C ~ YM lt�l i�.� N10 Ig1ffM;60NT.0�11W,f' ` ,• 9u a �p fp{� ��pp ��pqe� �gpAsomp 6.t0 IS , I UEM- POSTING OF UTILITY/CONTRACTOR INFORMATION Sec. 36.09.042 Sec. 36.09.131(g) UTILITY OR CONTRACTOR NAME Contact Number: XXX-xl'10K WORK DONE FOR: UTILITY NAME (To be printed on 8 % " X I I "paper, inserted on one side of a plastic paper sleeve) POSTING OF UTILITY/CONTRACTOR PERMIT • Permit to be inserted on opposite side of the plastic paper sleeve. • Preferred method is to be posted at all job sites and at every pit location. 16 BARRICADE PLAN TRAFFIC CONTROL (Sec. 36.09.131 & 132) Reference the most current Texas Manual on Uniform Traffic Control Devices (TMUTCD). Texas Department of Transportation (TxDOT) htto://txdot.gov/txdot libM /publication/tmutcd.htm Training for utility and contractor personnel may be available through Texas Engineering Extension Service (TEES). Texas Engineering Extension Service hwWwwwam-gra 800-723-3811 17 F", STORM SEWERS The City does not participate in a One Call Excavation Call Center for storm sewers. Storm sewers are scattered through most of the City. ROW Users are encouraged to look closely at areas they propose to excavate for storm sewer inlets, manhole covers indicating a storm sewer system, or other indicators that may be an alert of a storm sewer in the area If the ROW User suspects there may be a storm sewer within their proposed work area, they should contact the City's Stormwater Management Department. A map is also available from the Stormwater Manageipent Department indicating the general locations of storm sewers within the. Ci . The ROW User is encouraged to furnish one of these maps to each of the crews they have excavating in the public ROW. 18 Contractor Checklist Before submitting your bid, please ensure you have completed and included the following documents in the order they are listed. The contractor is only to submit (1) one original copy of every item listed. 1. Carefully read and understand the plans and specifications and properly complete the BID SUBMITTAL FORM. Bid submittal form MUST be completed in blue or black ink or typed. Signatures must be original, in blue or black ink, and by hand. The bidder binds himself on acceptance of his bid to execute a contract and any required bonds, according to the accompanying forms, for performing and completing the said work within the time stated and for the prices stated below. In case of a discrepancy between the Unit Price and the Extended Total for a Bid item, the Unit Price will be taken. Include corporate seal and Secretary's signature. Identify addenda received (if any). Include firm's FEDERAL TAX ID number or Owner's SOCIAL SECURITY number. 2. ._ Include BID BOND or CASHIER'S OR CERTIFIED CHECK as your bid surety. Failure to provide a bid surety WILL result in automatic rejection of your bid. 3. _ Complete and sign the CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT. Contractor's signature must be original. 4. _X Clearly mark the bid number, title, due date and time and your company name and address on the outside of the envelope or container. 5. Ensure your bid is RECEIVED by the City of Lubbock Purchasing and Contract Management Office prior to the deadline. Late bids will not be accepted. 6 X Complete and sign the SAFETY RECORD QUESTIONNAIRE. All "YES" responses must be explained in detail and submitted with Bid. 7. X Complete and sign the SUSPENSION AND DEBARMENT CERTIFICATION. Include firm's FEDERAL TAX ID number or Owner's SOCIAL SECURITYnumber. 8. X Complete and submit the LIST OF SUB -CONTRACTORS. DOCUMENTS REQUIRED WITHIN SEVEN BUSINESS DAYS AFTER CLOSING: 9. Complete and submit the FINAL LIST OF SUB -CONTRACTORS. FAILURE TO PROVIDE ANY OF THE ABOVE MAY RESULT IN YOUR BID BEING DEEMED NON -RESPONSIVE AND, THEREFORE, NOT FURTHER EVALUATED. PLEASE INCLUDE THIS COMPLETED PAGE AS THE FIRST PAGE OF YOUR BID SUBMITTAL. ADVANCED COMMUNICATIONS USA, INC. (Type or Print Company Name) Paae Intentionally Left Blank INDEX I. NOTICE TO BIDDERS 2. GENERAL INSTRUCTIONS TO BIDDERS 3. BID SUBMITTAL — (must be submitted by published due date & time) 3-1. UNIT PRICE BID SUBMITTAL FORM 3-2. CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT 3-3. SAFETY RECORD QUESTIONNAIRE 3-4. SUSPENSION AND DEBARMENT CERTIFICATION 4. LIST OF SUB -CONTRACTORS 5. PAYMENT BOND 6. PERFORMANCE BOND 7. CERTIFICATE OF INSURANCE 8. CONTRACT 9. GENERAL CONDITIONS OF THE AGREEMENT 10. DAVIS BACON WAGE DETERMINATIONS 11. SPECIAL CONDITIONS (IF APPLICABLE) 12. SPECIFICATIONS 13. PLANS LJ Paae Intentionafly Left Blank NOTICE TO BIDDERS ITB 12-10498-RH Sealed bids addressed to Marta Alvarez, Director of Purchasing and Contract Management, City of Lubbock, Texas, will be received in the office of the Purchasing and Contract Management, City Hall, 1625 13th Street, Room 204, Lubbock, Texas, 79401, until 3:00 P.M. on April 12th, 2012, or as changed by the issuance of formal addenda to all planholders, to furnish all labor and materials and perform all work for the construction of the following described project: "FIBER OPTIC CABLE INSTALLATION SERVICES AND MATERIALS" The project, FIBER OPTIC CABLE INSTALLATION SERVICES AND MATERIALS, is comprised of three separate fiber projects: Avenue A, 19a' Street, and 56"' Street. Bid tabulation forms have been provided for each project as well as a complete combined project. The City of Lubbock may elect to award based on the combination of all projects or based on individual projects. Further descriptions of each project is contained in the General Notes section of this bid package and expanded upon later under Item 32 in the General Instructions to Bidders. After the expiration of the time and date above first written, said sealed bids will be opened in the Conference Room 103, located in City Hall; at 1625 13t' Street, Lubbock, TX., and publicly read aloud. It is the sole responsibility of the bidder to ensure that his bid is actually in the office of the Purchasing and Contract Management Office for the City of Lubbock, before the expiration of the date above first written. Bids are due at 3:00 P.M. on Apri112th. 2012, and the City of Lubbock City Council will consider the bids on May 3rd, 2012 at the City Hall, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $50,000. Said statutory bonds should be issued by a company carrying a current Best Rating. of "A" or better. THE BONDS MUST BE IN A FORM ACCEPTABLE TO THE CITY ATTORNEY AND MUST BE DATED THE SAME DATE THAT THE CONTRACT WAS AWARDED. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within ten (10) business days after notice of award of the contract to him. FAILURE OF THE BIDDER TO INCLUDE BID SECURITY WITH THE BID SUBMITTAL SHALL CONSTITUTE A NONRESPONSIVE BID AND RESULT IN DISQUALIFICATION OF THE BID SUBMITTAL. THE ESTIMATED BUDGET FOR THE CONSTRUCTION OF THIS PROJECT IS $1,200,000. It shall be each bidder's sole responsibility to inspect the site of the work and to inform himself regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and considered in the preparation of the bid submitted. There 4 will be a non -mandatory pre -bid conference on Ay it 4a', 2012 at 10:00 A.M. in Committee Room 103 at City Hall located at 1625 13`h Street, Lubbock, TX 79401. Ul Plans and specifications can be viewed online and downloaded from'WWW.BIDSYNC.COM at no cost. In the event of a large file size, please be patient when downloading or viewing. BUSINESSES WITHOUT INTERNET ACCESS may use computers available at most public libraries. Bidders may view the plans and specifications without charge at The Reproduction Company, 2102 Avenue Q, Lubbock, Texas 79405 or at www.thgEoroductioncoMpny.com. ONE SET OF PLANS AND SPECIFICATIONS MAY BE OBTAINED, AT THE CITY'S EXPENSE, FROM THE REPRODUCTION COMPANY WITH A $100 REFUNDABLE DEPOSIT, Phone: (806) 763-7770. Deposit Checks shall be made -s PAYABLE TO THE CITY OF LUBBOCK, and will be refunded if documents are returned in good condition within Sixty (60) days after the opening of bids. Additional sets of plans and specifications may be obtained at the bidder's expense. Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in the contract documents on file in the office of the Purchasing and Contract Management Office of the City of Lubbock, which document is specifically referred to in this Notice to Bidders. Each bidder's attention is further directed to Texas Government Code, Chapter 2258, Prevailing Wage Rates, and the requirements contained therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale. The City of Lubbock hereby notifies bidders that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises shall be afforded equal opportunities to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award. The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and bid openings are available to all persons regardless of disability. If you require special assistance, please contact the Purchasing and Contract Management Office at (806) 775-2572 or write to Post Office Box 2000, Lubbock, Texas 79457 at least 48 hours in advance of the meeting. �-R CITY OF LUBBOCK Mcwfty 4 Uvarerk PURCHASING AND CONTRACT MANAGEMENT OFFICE 0 GENERAL INSTRUCTIONS TO BIDDERS BID DELIVERY TIME & DATE 1.1 The City of Lubbock is seeking written and sealed competitive bids to famish Fiber Optic Cable Installation Services and Materials, per the attached specifications and contract documents. Sealed bids will be received no later than 3:00 P.M. on April 12th, 2012, at the office listed below. Any bid received after the date and hour specified will be rejected and returned unopened to the bidder. Each bid and supporting documentation must be in a sealed envelope or container plainly labeled in the lower left- hand comer: "ITB 12-10498-RH Fiber Optic Cable Installation Services and Materials" and the bid opening date and time. Bidders must also include their company name and address on the outside of the envelope or container. Bids must be addressed to: Marta Alvarez, Director of Purchasing and Contract Management City of Lubbock 3 1625 13th Street, Room 204 F Lubbock, Texas 79401 1.2 Bidders are responsible for making certain bids are delivered to the Purchasing and Contract Management Office. Mailing of a bid does not ensure that the bid will be delivered on time or delivered at all. If bidder does not hand deliver bid, we suggest that he/she use some sort of delivery service that provides a receipt. 1.3 Bids will be accepted in person, by United States Mail, by United Parcel Service, or by private courier service. No bids will be accepted by oral communication, telephone, electronic mail, telegraphic transmission, or telefacsimile transmission. THE CITY WILL NOT ACCEPT FAX BIDS. 1.4 The City of Lubbock reserves the right to postpone the date and time for opening bids through an addendum. 2 PRE -BID MEETING For the purpose of familiarizing bidders with the requirements, answering questions, and issuing addenda as needed for the clarification of the Invitation to Bid (ITB) documents, non -mandatory pre -bid conference on April 4th. 2012 at 10:00 A.M. in Committee Room 103 at City Hall located at 1625 13" Street, Lubbock. TX 79401. 2.1 All persons attending the meeting will be asked to identify themselves and the prospective bidder they represent. 2.2 It is the bidder's responsibility to attend the pre -bid meeting though the meeting is not mandatory. The City will not be responsible for providing information discussed at the pre -bid meeting to bidders who do not attend the pre -bid meeting. 3 ADDENDA & MODIFICATIONS 3.1 Any changes, additions, or clarifications to the ITB are made by ADDENDA information available over the Internet at www.bidWc.com. We strongly suggest that you check for any addenda a minimum of forty-eight hours in advance of the response deadline. BUSINESSES WITHOUT INTERNET ACCESS may use computers available at most ublic libraries. Y P p _ 3.2 Any bidder in doubt as to the true meaning of any part of the specifications or other documents may request an interpretation thereof from the Purchasing and Contract Management Office. At the request of the bidder, or in the event the Purchasing and Contract Management Office deems the interpretation to be substantive, the interpretation will be made by written addendum issued by the Purchasing and Contract Management Office. Such addenda issued by the Purchasing and Contract Management Office will be available over the Internet at www.bidsync.com and will become part of the bid package having the same binding effect as provisions of the original ITB. NO VERBAL EXPLANATIONS OR INTERPRETATIONS WILL BE BINDING. In order to have a request for interpretation considered, the request must be submitted in writing and must be received by the City of Lubbock Purchasing and Contract Management Office no later than five (5) calendar days before the bid closing date. 3.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock t_ _ shall not be legally bound by any amendment or interpretation that is not in writing. Only information supplied by the City of Lubbock Purchasing and Contract Management Office in writing or in this ITB should be used in preparing bid responses. All contacts that a bidder may have had before or after receipt of this ITB with any individuals, employees, or representatives of the City and any information that may have been read in any news media or seen or heard in any communication facility regarding this bid should be disregarded in preparing responses. 3.4 The City does not assume responsibility for the receipt of any addendum sent to bidders. 4 EXAMINATION OF DOCUMENTS AND REQUIREMENTS 4.1 Each bidder shall carefully examine all ITB documents and thoroughly familiarize itself with all requirements before submitting a bid to ensure that their bid meets the intent of these specifications. 4.2 Before submitting a bid, each bidder shall be responsible for making all investigations and examinations that are necessary to ascertain conditions and requirements affecting the requirements of this Invitation to Bid. Failure to make such investigations and examinations shall not relieve the bidder from obligation to comply, in every detail, with all provisions and requirements of the Invitation to Bid. 4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Purchasing and Contract Management Office and a clarification obtained before the bids are received, and if no such notice is received by the Purchasing and Contract Management Office prior to the opening of bids, then it shall be deemed that the bidder fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If bidder does not notify Purchasing and Contract Management Office before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the bid closing date. BID PREPARATION COSTS 5.1 Issuance of this ITB does not commit the City of Lubbock, in any way, to pay any costs incurred in the preparation and submission of a bid. 5.2 The issuance of this ITB does not obligate the City of Lubbock to enter into contract for any services or equipment. 5.3 All costs related to the preparation and submission of a bid shall be paid by the bidder. TRADE SECRETS CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT 6.1 If you consider any portion of your bid to be privileged or confidential by statute or judicial decision, including trade secrets and commercial or financial information, clearly identify those portions. 6.2 The City of Lubbock will honor your notations of trade secrets and confidential information and decline to release such information initially, but please note that the final determination of whether a particular portion of your bid is in fact a trade secret or commercial or financial information that may be withheld from public inspection will be made by the Texas Attorney General or a court of competent jurisdiction. In the event a public information request is received for a portion of your bid that you have marked as being confidential information, you will be notified of such request and you will be required to justify your legal position in writing to the Texas Attorney General pursuant to Section 552.305 of the Government Code. In the event that it is determined by opinion or order of the Texas Attorney General or a court of competent jurisdiction that such information is in fact not privileged and confidential under Section 552.110 of the Government Code and Section 252.049 of the Local Government Code, then such information will be made available to the requester. 6.3 Marking your entire bid CONFIDENTIAL/PROPRIETARY is not in conformance with the Texas Open Records Act. 7 LICENSES, PERMITS, TAXES '! The price or prices for the work shall include full compensation for all taxes, permits, etc. that the bidder is or may be required to pay. r 8 UTILIZATION OF LOCAL BUSINESS RESOURCES Prospective bidders are strongly encouraged to explore and implement methods for the utilization of local resources, and to outline in their bid submittal how they would utilize local resources. 9 CONFLICT OF INTEREST 9.1 The bidder shall not offer or accept gifts or anything of value nor enter into any business arrangement with any employee, official or agent of the City of Lubbock. 9.2 By signing and executing this bid, the bidder certifies and represents to the City the bidder has not offered, conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment, advantage, information, recipient's decision, opinion, recommendation, vote or any other exercise of discretion concerning this bid. 10 CONTRACT DOCUMENTS 10.1 All work covered by the contract shall be done in accordance with contract documents described in the General Conditions. 10.2 All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 11 PLANS FOR USE BY BIDDERS It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge or forfeiture of deposit. The contract documents may be examined without charge as noted in the Notice to Bidders. 12 BIDDER INQUIRIES AND CLARIFICATION OF REQUIREMENTS 12.1 It is the intent and purpose of the City of Lubbock that this request permit competitive bids. It shall be the bidder's responsibility to advise the Purchasing and Contract Management Office if anv language. requirements, etc., or any combinations thereof, inadvertently restricts or limits the reguirements stated in this ITB to a single source. Such notification must be submitted in writing and must be received by the City of Lubbock Purchasing and Contract Management Office no later than five (5) calendar days before the bid closing date. A review of such notifications will be made. NO BIDDER §IALTJ REQUEST;;ANY INFORMATION VERBALLY = ALL,REQUESTS ,FOR: ADDITIONAL; INFORMATIQN OR CLARIFICATION. CONCERNING THISINVITATION TO: BID (ITB) MUST BE SUBMITTED LN-WRITING. NO LATER ..THAN FIVE (5) CALENDAR_ DAYS PRIOR TO;THE,BID CLOSLNG DATE AND ADDRESSED TO ; „ , Robin Holder, Senior Buyer City of Lubbock Purchasing and Contract Management 1625 13t' Street, Room 204 Lubbock, Texas 79401 Fax: 806-775-2164 Email: rholder@mylubbock.us Bidsync: www.bidsvnc.com 13 TIME AND ORDER FOR COMPLETION 13.1 The construction covered by the contract documents shall be substantially completed within ONE HUNDRED EIGHTY FIVE (185) CALENDAR DAYS FOR SUBSTANTIAL COMPLETION from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. There will be two Notice to Proceed (NTP) dates. The first NTP (NTP1) will be issued by the City to the Contractor to begin the project. This will include activities such as ordering project materials, in particular the fiber optic cable. The second NTP (NTP2) will be issued by the City based upon the agreed delivery date of the fiber optic cable from the manufacturer. The Contractor shall furnish to the City within 10 working days from NTP1 the correspondence from the manufacturer stating the delivery date. From that date specified as the delivery date, the Contractor will have 185 Working Days to reach substantial completion. U` 13.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to ensure completion of the project within the time specified. 14 PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. 15 AFFIDAVITS OF BILLS PAID The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. 16 MATERIALS AND WORKMANSHIP The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality, which the Owner believes necessary to procure a satisfactory project. 17 GUARANTEES 17.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). 17.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants fault -free performance and fault -free result in the processing date and date -related data (including, but not limited to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services provided under this Contract, individually or in combination, as the case may be from the effective date of this Contract. Also, the Contractor warrants calculations will be recognized and accommodated and will not, in any way, result in hardware, software or firmware failure. The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the procedures it intends to follow in order to comply with all the obligations contained herein. 17.3 The obligations contained herein apply to products and services provided by the Contractor, its sub- contractor or any third party involved in the creation or development of the products and services to be delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and under this Contract including, but not limited to, its right pertaining to termination or default. 17.4 The warranties contained herein are separate and discrete from any other warranties specified in this Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes or 9 '; any document incorporated in this Contract by reference. 18 PLANS FOR THE CONTRACTOR The awarded contractor will, upon written request, be furnished up to (2) two sets of plans and specifications and related contract documents for use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. 19 PROTECTION OF THE WORK The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract has been awarded, to require of a bidder the following information: (a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by the intended contract and all work in progress with bond amounts and percentage completed. (b) A sworn statement of the current financial condition of the bidder. (c) Equipment schedule. 20 TEXAS STATE SALES TAX 20.1 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. 20.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. 21 PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense. 22 BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 23 EXPLOSIVES 23.1 The use of explosives will not be permitted unless written permission to do so is obtained by the n Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage, which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall fiuther use only such 10 i methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. 23.2 Explosive materials shall not be stored or kept at the construction site by the Contractor. 23.3 In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. 24 CONTRACTOR'S REPRESENTATIVE The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder shall be required to furnish the name, address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 25 INSURANCE 25.1 The Contractor shall not - commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be famished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted before contract execution. 25.2 PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS A PRIMARY ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR THE ADDITIONAL INSURED ENDORSEMENT SHALL INCLUDE PRODUCTS AND COMPLETED OPERATIONS. 26 LABOR AND WORKING HOURS 26.1 Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate that must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the requirements of Texas Government Code, Chapter 2258, Prevailing Wage Rates providing for the payment of the wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in the contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under the contract requiring an inspector shall not be performed on weekends or holidays unless the following conditions exist: 26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. 11 r 26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. 26.2 Before construction work requiring an inspector is to be performed on Sunday or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work requiring an inspector on Sunday or holidays will be made by the Owner's Representative. 26.3 In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately _ commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 27 PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than once each week. The Contractor and each of his subcontractors shall keep a record showing the name and occupation of each worker employed by the Contractor or subcontractor In the construction of the public work and the actual per diem wages paid to each worker. This record shall be open at all reasonable hours to inspection by the officers and agents of the City. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, sixty dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents 28 PROVISIONS CONCERNING ESCALATION CLAUSES Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder without being considered. 29 PREPARATION FOR BID 29.1 The bidder shall submit his bid on forms furnished by the City, and all blank spaces in the form shall be correctly filled in, stating the price in numerals for which he intends to do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the unit price and the extended total for a bid item, the unit price will be taken. A bid that has been opened may not be changed for the purpose of correcting an error in the bid price. 29.2 If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. If a bid is submitted by a firm, association, or partnership, the name and address of each member must be given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If the bid is submitted by a company or corporation, the company or corporate name and business address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. The bid shall be executed in ink. 29.3 Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: 29.3.1 Bidder's name 29.3.2 Bid for ITB 12-10498-RH Fiber Optic Cable Installation Services and Materials 29.4 Bid submittals may be withdrawn and resubmitted at any time before the time set for opening of the bids, t_ but no bid may be withdrawn or altered thereafter. 12 30 31 32 29.5 Pursuant to Texas Local Government Code 252.043(g), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR TO BID OPENING. BOUND COPY OF CONTRACT DOCUMENTS Bidder understands and agrees that the contract to be executed by bidder shall be bound and will include the following: (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Submittal. (d) Statutory Bonds (if required). (e) Contract Agreement. (f) General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates for Contractor and all Sub -Contractors. 0) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. QUALIFICATIONS OF BIDDERS The bidder may be required before the award of any contract to show to the complete satisfaction of the City of Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy the City of Lubbock about the bidder's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The bidder's bid may be deemed not to meet specifications or the bid may be rejected if the evidence submitted by, or investigation of, the bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to complete the work described therein. Evaluation of the bidder's qualifications shall include: (a) The ability, capacity, skill, and financial resources to perform the work or provide the service required. (b) The ability of the bidder to perform the work or provide the service promptly or within the time specified, without delay or interference. (c) The character, integrity, reputation, judgment, experience, and efficiency of the bidder. (d) The quality of performance of previous contracts or services. (e) The safety record of the Contractor and proposed Sub -Contractors Before contract award, the recommended contractor for this project may be required to show that he has experience with similar projects that require the Contractor to plan his work efforts and equipment needs with City of Lubbock specifications in mind. Demonstration of experience shall include a complete list of ALL similar municipal and similar non -municipal current and completed projects for the past three (3) years for review. This list shall include the names of supervisors and type of equipment used to perform work on these projects. In addition, the Contractor may be required to provide the name(s) of supervisor(s) that will be used to perform work on this project in compliance with City of Lubbock specifications herein. BID AWARD 32.1 The City of Lubbock reserves the right to reject any or all bids, reject any particular item on a bid, and to g waive immaterial formalities and to accept the offer most advantageous to the City of Lubbock in its sole discretion. Unless otherwise specified herein, the City shall award the bid(s) based on each project i_ 13 1 Ili separately (Bid Submittal Options A, B, and C) or by the bid based on the combination of all three projects (Bid Submittal Option D). 32.2 All bids are evaluated for compliance with specifications before the bid price is considered. Response to specifications is primary in determining the best low bid. Failure to comply with the specifications may result in disqualification of the bid. 32.3 In case of tie bids, preference will be given to local bidders. Consistent and continued tie bidding may be cause for rejection of bids by the City of Lubbock and/or investigation by the Attorney General to determine possible Anti -Trust violations. 32.4 Before the City may award a bid to a nonresident bidder, the nonresident bidder's bid must be lower than lowest bid submitted by a responsible Texas bidder by the same margin or amount that a Texas bidder would be required to underbid the nonresident bidder in the nonresident bidders' home state. 32.5 Any contract made, or purchase order issued, as a result of this Invitation to Bid, shall be entered into the State of Texas and under the laws of the State of Texas. In connection with the performance of work, the Bidder agrees to comply with the Fair Labor Standard Act, Equal Opportunity Employment Act, and all other applicable Federal, State, and Local laws, regulations, and executive orders to the extent that the same may be applicable. 32.6 NO INDIVIDUAL OF ANY USING DEPARTMENT HAS THE AUTHORITY TO LEGALLY AND/OR FINANCIALLY COMNUT THE CITY TO ANY CONTRACT, AGREEMENT OR PURCHASE ORDER FOR GOODS OR SERVICES, UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS INVITATION TO BID. 32.7 The estimated budget for the construction of this project is $ 1,200,000. 33 ANTI -LOBBYING PROVISION 33.1 DURING THE PERIOD BETWEEN BID SUBMISSION DATE AND THE CONTRACT AWARD, BIDDERS, INCLUDING THEIR AGENTS AND REPRESENTATIVES, SHALL NOT DISCUSS OR PROMOTE THEIR BID WITH ANY MEMBER OF THE LUBBOCK CITY COUNCIL OR CITY STAFF EXCEPT UPON THE REQUEST OF THE CITY OF LUBBOCK PURCHASING DEPARTMENT IN THE COURSE OF CITY -SPONSORED INQUIRIES, BRIEFINGS, INTERVIEWS, OR PRESENTATIONS. 33.2 This provision is not meant to preclude bidders from discussing other matters with City Council members or City staff. The policy is intended to create a level playing field for all potential bidders, assure that contract decisions are made in public, and to protect the integrity of the ITB process. Its purpose is to stimulate competition, prevent favoritism and secure the best work and materials at the lowest practicable price, for the best interests and benefit of the taxpayers and property owners. Violation of this provision may result in rejection of the bidder's proposal. 34 PREVAILING WAGE RATES 34.1 Bidders are required to comply with Texas Government Code, Chapter 2258, Prevailing Wage Rates, with respect to the payment of prevailing wage rates for the construction of a public work, including a building, highway, road, excavation, and repair work or other project development or improvement, paid for in whole or in part from public funds, without regard to whether the work is done under public supervision or direction. A worker is employed on a public work if the worker is employed by the contractor or any subcontractor in the execution of the contract for the project 34.2 A worker employed on a public work by or on behalf of the City of Lubbock shall be paid not less than y the general prevailing rate of per diem wages for the work of a similar character in the locality in which v the work is performed, and not less than the general prevailing rate of per diem wages for legal holiday and overtime work. 34.3 The State of Texas has adopted the Federal Davis -Bacon wage rates fo"r use in Texas pursuant to 14 and in accordance with the Texas Government Code, Section 2258.022. Bidders may access the U. S. Department of Labor web site at the following web address to obtain the rates to be used in Lubbock County: htty://www.wdol.gov/dba.aspx 34.4 It shall be the responsibility of the successful bidder to obtain the proper wage rates from the web site for .. the type of work defined in the bid specifications. 34.5 A contractor or subcontractor who violates Texas Government Code Section 2258.023 shall pay to the City of Lubbock $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the contract. 15 BED SUBNHTTAL FORM 20 1 Pate Intentionally Left Blank BID SUBMITTAL FORM UNIT PRICE BID CONTRACT DATE: April 10, 2012 PROJECT NUMBER: ITB 12-10498 -R-H, Fiber Optic Cable Installation Services and Materials Bid of ADVANCED COMMUNICATIONS USA, INC (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Ladies and Gentlemen: The Bidder, in compliance with your Invitation to Bid for the Fiber Optic Cable Installation Services and Materials, having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The bidder binds himself on acceptance of his bid to execute a contract and any required bonds, according to the accompanying forms, for performing and completing the said work within the time stated and for the prices stated below. 21 Pa2e Intentionally Left Blank BID SUBMITTAL OPTION D: AVENUE A,19T" STREET, & 50TH STREET COMBINED FIBER OPTIC 25 Page Intentionally Left Blank BID FORM CITY OF LUBBOCK TEXAS OPTION D- AVENUE A ISTH STREET 60TH STREET COMBINED FIBER OPTIC Item No. TxDOT Item No. Description Est, Quanti Unit Unit Bid Price Extended Price BASE BID. 1 0420 CL A CONC (MISC) 1.40 CY 618.00 $ 865.20 $ F&I 2 0500 MOBILIZATION 3 LS 10000.00 $ 30,000.00 $ F&I 3 0502 BARRICADES. SIGNS, AND TRAFFIC CONTROL 9 MO 1450.00 $ 13,050.00 $ F&1 4 1 0506 SAND BAGS FOR EROSION CONTROL 60 EA I 12.50 $ 750.00 $ F&I 5 0506 TEMPORARY SEDIMENT CONTROL FENCE 1,271 LF 3.24 $ 4,118.04 a F&I 6 0618 CONDUIT (PVC) (SCHD 40) (27 (TRENCH) 135 LF 9.90 $ 1,336.50 $ F&I 7 0618 CONDUIT (PVC) (SCHD 40) (2") (BORE) 140 LF 113.74 $ 1,923.60 $ F8d 8 0618 CONDUIT (PVC) (SCHD 40) (3") (TRENCH) 4,385 LF 6.76 $ 29,642.60 $ F&I 9 0618 CONDUIT (PVC) (SCHD 40) (T) (BORE) 3.430 LF 11.00 Is 37,730.00 $ F&I 10 0618 CONDUIT (PVC) (SCHD 40) ( 4") (TRENCH) 4,065 LF 17.75 $ 31,503.75 $ F&I 11 CONDUIT (PVC) (SCHD 40) (4") (BORE) 2,525 LF 12.74 $ 32,168.50 $ F8I EF&I 0618 CONDUIT (RM) (Z-) 1,290 LF 11.68 $ 15,067.20 $ Avenue A, 19th Street, 50th Street Fiber Optic Bid Form Combined.xis BID FORM CITY OF LUBBOCK, TEXAS OPTION D: AVENUE A. 19TH STREET, SOTH STREET COMBINED FIBER OPTIC Item No. TxDOT Item No. Description Est Ouantity Unit Unit Bid Price Extended Price 13 0618 CONDUIT (STEEL) (W) (BORE) 160 LF 49.78 $ 7,964.80 $ F&! 14 0620 ELECTRIC CONDUCTOR (NO. 8) INSULATED (TRACE) 19,220 LF 1.29 $ 24,793.80 $ F&I 15 0620 ELECTRIC CONDUCTOR (NO. 8) INSULATED (GRND) 975 LF 1.04 $ 1,014.00 $ F&I 16 0620 ELECTRIC CONDUCTOR (NO 8) INSULATED 1,950 LF 1.04 $ 2,028.00 $ F&i 17 0624 GROUND BOX TY D 10 EA 1491.50 $ 14,915.00 $ F&I 18 0624 GROUND BOX TY D WITH APRON 41 EA 1706.50 $ 69,966.50 $ F&I 19 0624 GROUND BOX TY 1 18 EA 1176.50 $ 21,177.00 $ F&I 20 0824 GROUND BOX TY 1 WITH APRON 44 EA 1368.50 $ 60,214.00 $ F&I 21 0628 ELEC SERV TY D (120/240) 070 (NS) GS (N) EX(0) 4 EA Is 1641.26 6,565.04 $ F&J 22 FIBER OPTIC CABLE (SM) (12 FIBER) 13,990 LF .93 $ 13,010.70 $ F&I 23 1-001 FIBER OPTIC CABLE (SM) (12 FIBER)(AERIAL) 18,910 LF 1.65 $ 31,201.50 $ F&I 24 L001 FIBER OPTIC CABLE ISM) (36 FIBER) 9.705 I LF 1.11 $ 10,772.55 $ F&1 Avenue A, 19th Street. 50th Street Fiber Optic Bid Form Combined.xls BID FORM CITY OF LUBBOM TEXAS OPTION D: AVENUE A. 19TH STREET, 50TH STREET COMBINED FIBER OPTIC Item No. TxDOT Item No. DescAption Est. Quantity Unit Unit Bid Price Extended Price 25 1-001 'FIBER OPTIC CABLE (SM) (36 FIBER)(AERIAL) 61,295 LF 1.94 S 118,912.30 $ F&I 26 1-001 FIBER OPTIC CABLE (SM) (96 FIBER) 9,040 LF 1.64 $ 14,825.60 $ F&I 27 L001 FIBER OPTIC CABLE (SM) (96 FIBER) (AERIAL) 22,580 LF 2.37 $ 53,514.60 $ F&1 28 E FIBER OPTIC SPLICE ENCLOSURE 40 EA 554.54 $ 22,181.60 $ F&1 29 L001 FIBER OPTIC SPLICE (IN CABINET) 3 EA 2640.32 $ 7,920.96 $ F&1 30 L001 FIBER OPTIC PATCH PANEL (I 2-PORT) 45 EA 776.17 $ 34,927.65 $ F&I 31 1.001 FIBER OPTIC PATCH PANEL (36-PORT) 6 EA 1707.38 $ 10,244.28 $ F8J 32 L001 FIBER OPTIC PATCH PANEL (96-PORT) 2 EA 3901.28 $ 7,802.56 $ F&I 33 L001 FIBER OPTIC CABLE ROAD MARKER 36 EA 55.03 $ 11981.08 $ F&I 34 8368 CONDUIT (PREPARE) 5.445 LF 1.13 $ 6,152.85 $ I GROUND BOX (PREPARE) 29 EA 431.80 $ 12,522.20 $CAT LF&I SE ETHERNET CABLE 340 LF 1,2-70 918.00 $ Avenue A. 19th Street, 50th Street Fiber Optic Bid Form Combined.xls BID FORM CITY OF LUBBOCK TEXAS OPTION D: AVENUE A. 19TH STREET, 50TH STREET COMBINED FIBER OPTIC Item TxDOT Description Est. Unit Bid Extended No. Item No. Quantity Unit Price Price 37 L003 ITS HUB CABINET 6 EA 10746.44 $ 64,478.64 $ F&i F = FURNISH; I = INSTALL' F&I - FURNISH AND INSTALL TOTAL PROJECT COST: $—82I''-0&1-5-0— , BIDDERS INITIALS Avenue A. I9Ih Street. 50th Street Fiber Optic Bid Form Combined.xls M. r (In case of a discrepancy between the Unit Price and the extended total for a bid item, the unit price will be taken.) Bidder's Initials Bidder hereby agrees to commence the work on the above project on a date to be specified in a written "Notice to Proceed V of the Owner and to substantially complete the project within ONE HUNDRED EIGHTY FIVE (185) CALENDAR DAYS FOR SUBSTANTIAL COMPLETION following "Notice to Proceed 2" as identified under Item 13.1 of the General Instructions to Bidders. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of SEVEN HUNDRED TWENTY FIVE DOLLARS ($725.00) for each calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 29 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of THIRTY (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and �J execute all necessary bonds (if required) within ten (10) business days after notice of award of the contract to him. Enclosed with this bid is a Cashier's Check or Certified Check for Dollars ($ ) or a Bid Bond in the sum of Eight Hundred Twenty Eight Thousand Eighty One 00/50 Dollars ($ 828,081.50 ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents, insurance certificates, and the C required bond (if any) with the Owner within ten (10) business days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Bidders. Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY O E I NS TO THE BID PRICE MUST BE MADE- . ''i3MITTAL FORM PRIOR (Seal if C ..�; 4 t_ /�tg yi ire, Cr x �.J Ronald J. e m n -- CFO & Treasurer (Printed or Typej Name) Advanced Communications USA, Inc. Company 2440 44th Street #123 Address Lubbock City, TX State Lubbock County 79412 Zip Code Secretary ' Micfiael C. Hisey Bidder acknowledges receipt of the following addenda: Addenda No. �_ Date V-5-a01a. Addenda No. Date Addenda No. Date Addenda No. Date f M/WBE Firm: Woman Black American Native American Hispanic American I I Asian Pacific American Other (Specify) 27 i AIA Bid Bond Document A310TM - 2010 CONTRACTOR: (Name, legal status and address) ADVANCED COMMUNICATIONS USA, INC. 2833 South Cravens Road Fort Worth, TX 76119 OWNER: (Name, legal status and address) CITY OF LUBBOCK, TX 162513th St., Room 204, Lubbock, TX 79401 BOND AMOUNT: Five pent of amount bid. (5 /o of Aercmount Bid) SURETY: (Name, legal status and principal place of business) THE HANOVER INSURANCE COMPANY 440 Lincoln Street Worcester, MA 01653 This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. PROJECT: (Name, location or address, and Project number, if any) Fiber Optic Cable Installation Services and Materials - ITB 12-10498-RH; Contract Project Number, if any: 92216 10498 The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (1) enters into a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith.contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty (60) days. If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shalt be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Projeci any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so, furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and sealed this 5th day of April, 2012 AIA Document A31011 — 2010. Copyright O 190. 1970 and 2010 by The American Institute of Archilects. All rights reserved. lam. THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA I - POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, do hereby constitute and appoint Adrienne Seaford, Rosemarie Caponi, Wayne G. McVaugh, Richard A. Jacobus, Sandra E. Bronson, Elizabeth Marrero, Maureen McNeill, Annette Leuschner and/or Darella E. White of Philadelphia, PA and each is a true and lawful Attomey(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, or, if the following line be filled in, only within the area therein designated any and all bonds, recognizances, undertakings, contracts of indemnity or other writings obligatory in the nature thereof, as follows: Any such obligations in the United States, not to exceed Ten Million and No/100 ($10,000,000) In any single Instance and said companies hereby ratify and confiml all and whatsoever said Attomey(s}in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED. That the President or any Vice President, in conjunction with any Assistant Vice President be and they are hereby authorized and empowered to appoint Attorneys -In -fact of the Company, in its creme and as its acts, to execute and acknowledge for and on its behalf as Surety any and all bonds, recognlzances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys -in -fact shall be as binding upon the Company as If they had been duly executed and acknowiedged by the regularly elected officers of the Company in their own proper persons." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by a Vice President and an Assistant Vice President, this 22nd day of February, 2010. THE HANOVER INSURANCE COMPANY MASSACHUSMS BAY INSURANCE COMPANY CrnZFNS-INSURANCE COMPANY OF AMERICA Mary Jeanne ce PreVdgpt Robert K. Drennan, Assistant'Vrce President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )sq. On this 22"d day of February 2010., before me came the above named Vice President and Assistant Vice President of The Hanover insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. e+w ►.�k � r� 4C Cie+�.nwarrr ryes sueor+ras My commission expires on November 3, 2011 i, the undersigned Assistant Vice Prgsident of The Hanover Insurance Company, Massachusetts Bay insurance Company and Citizens insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers ofAttomey are still In force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company, shall be binding on the Company to the same extent as If all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 - The Hanover insurance Company; Adopted April 14, 1982 Massachusetts Bay insurance Company; Adopted September 7, 2001 - Cltizens insurance Company of America) h `, GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, thil . day of 1 Or• 20/X THE HkiOVER INSURANCE COMPANY MA$SACHUSETTS BAY INSURANCE COMPANY Cl ANYOF ERICA sia Ice Pre [I IMPORTANT NOTICE To obtain information or make a complaint: You may call Hanover Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800.608.8141 You may also write: Hanover Insurance Company Premier Place Suite 850 5910 North Central Expressway Dallas. Texas 75206 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800.252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 Web: httr)://www.tdi.state.tx.us Email: ConsumerProtection Otdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. 221-4828 (7-07) AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numbero de telefono gratis de Hanover Insurance Company para informacion or para someter una queja al: 1-800-608-8141 Usted tambien puede escribir: Hanover Insurance Company Premier Place Suite 850 5910 North Central Expressway Dallas, Texas 75206 Puede communicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas P.O. Box 149104 Austin, Texas 78714-9104 FAX # (512) 475-1771 Web: http://www.tdi.state.tx.us Email: ConsumerProtection@tdi.state.tx.us DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concemiente a su prima o a un reciamo, debe comunicarse con el agente o is compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE A VISO A SU POLIZA: Este aviso as solo para proposito de informacion y n se convierte an parts o condicion del documento adjunto. Hanover Insurance Group'0 1 the Tfie Hanover Insurance Company 1 440 Lincoln Street. Worcester, AAA 01653 Hanover clu - Insurance Company of America 1645 West Grand River Avenue, Howell, MI 48843 Insurance Group.- Massachusetts Bay Insurance Company 1440 Lincoln Street, Worcester, MA 01653 Financial Statement The Hanover Insurance Company, Bedford, New Hampshire Financial Statement as of December 31, 2011 ASSETS 2011 Cash in Banks (Including Short -Term investments).................................................................... $ 24,406,790 Bondsand Stocks................................................................................................................... $ 4,168,059,643 Other Admitted Assets.........................................................................................:................ $ 1,096,119,264 Total Admitted Assets............................................................................................... $ 5,288,585,697 LIABILITIES, CAPITAL AND SURPLUS Reserve for Unearned Premiums................................................................................................. $ 1,226,423,542 Reserve for Loss and Loss Expense........................................................................................ $ 1,902,741,199 Reservefor Taxes ................................... :............................................................................ $ - Funds held under reinsurance treaties.................................................................................... $ 2,272,380 Reserve for all other liabilities ................ Capital Stock $1.00 par ................................................. $ 51000,000 Net Surplus............................................................... $ 1,573,275,307 Policyholders' Surplus........................................................................................................... $ 1,578,275,307 Total Liabilities, Capital and Surplus....................................................................................... $ 5,288,585,697 COMMONWEALTH OF MASSACHUSETTS COUNTY OF WORCESTER I 5.5.: Martin D. Kelly, Asst. Treasurer of The Hanover Insurance Company, being duly sworn deposes and says that he Is the above described officer of said Company, and certifies that the foregoing statement is a true statement of the condition and affairs of the said Company on December 31, 2011. MARTIN D. KELLY Asst. Treasurer CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT To Be Completed by Bidder Must be submitted with Bid I, the undersigned Bidder certify that the insurance requirements contained in this bid document have been reviewed by me and my Insurance AgentBroker. If I am awarded this contract by the City of Lubbock, I will be able to, within ten (I0) business days after being notified of such award by the City of Lubbock, furnish a valid insurance certificate to the City meeting all of the requirements defined in this bid. Contractor ( CONTRACTOR'S CONTRACTOR'S FIRM ADDRESS: Ronald J. Lejman - Chief Financial Officer & Treasurer Contractor's Name (Print) ADVANCED COMMUNICATIONS USA, INC. (Print or Type) 2440 44th Street #123 Lubbock, TX 79412 NOTE TO CONTRACTOR If the time requirement specified above is not met, the City has the right to reject this proposal and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Director of Purchasing & Contract Management for the City of Lubbock at (806) 775-2572. BID 12-10498-RH — Fiber Optic Cable Installation Services and Materials SAFETY RECORD QUESTIONNAIRE The City of Lubbock City Council desires to avail itself of the benefits of Section 252.0435 of the Local Government Code,'and consider the safety records of potential contractors prior to awarding bids on City contracts. Pursuant to Section 252.0435 of the Local Government Code, City of Lubbock has adopted the following written definition and criteria for _1 accurately determining the safety record of a bidder prior to awarding bids on City contracts. The definition and criteria for determining the safety record of a bidder for this consideration shall be: The City of Lubbock shall consider the safety record of the bidders in determining the responsibility thereof. The City may consider any incidents involving worker safety or safety of the citizens of the City of Lubbock, be it related or caused by environmental, mechanical, operational, supervision or any other cause or factor. Specifically, the City may consider, among other things: a. Complaints to, or final orders entered by, the Occupational Safety and Health Review Commission (OSHRC), against the bidder for violations of OSHA regulations within the past three (3) years. b. Citations (as defined below) from an Environmental Protection Agency (as defined below) for violations within the past five (5) years. Environmental Protection Agencies include, but are not necessarily limited to, the U.S. Army Corps of Engineers (USACOE), the U.S. Fish and Wildlife Service (USFWS), the Environmental Protection Agency (EPA), the Texas Commission on Environmental Quality (TCEQ), the Texas Natural Resource Conservation Commission (TNRCC) (predecessor to the TCEQ), the Texas Department of State Health Services (DSHS), the Texas Parks and Wildlife Department (TPWD), the Structural Pest Control Board (SPCB), agencies of local governments responsible for enforcing environmental protection or worker safety related laws or regulations, and similar regulatory agencies of other states of the United States. Citations include notices of violation, notices of enforcement, suspensionfrevocations of state or federal licenses or registrations, fines assessed, pending criminal complaints, indictments, or convictions, administrative orders, draft orders, final orders, and judicial final judgments. C. Convictions of a criminal offense within the past ten (10) years, which resulted from bodily harm or death. d. Any other safety related matter deemed by the City Council to be material in determining the responsibility of the bidder and his or her ability to perform the services or goods required by the bid documents in a safe environment, both for the workers and other employees of bidder and the citizens of the City of Lubbock. In order to obtain proper information from bidders so that City of Lubbock may consider the safety records of potential contractors prior to awarding bids on City contracts, City of Lubbock requires that bidders answer the following three (3) questions and submit them with their bids: QUESTION ONE Has the bidder, or the firm, corporation, partnership, or institution represented by the bidder, or anyone acting for such firm, corporation, partnership or institution, received citations for violations of OSHA within the past three (3) years? YES NO X if the bidder has indicated YES for question number one above, the bidder must provide to City of Lubbock, with its bid submission, the following information with respect to each such citation: Date of offense, location of establishment inspected, category of offense, final disposition of offense, if any, and penalty assessed. 3AL Bidder's Initials f` OUESTION TWO Has the bidder, or the firm, corporation, partnership, or institution represented by the bidder, or anyone acting for such firm, corporation, partnership or institution, received citations for violations of environmental protection laws or regulations, of any kind or type, within the past five years? Citations include notice of violation, notice of enforcement, s sus nsion/revocations of state or federal licenses or registrations, fines assessed pending criminal complaints, suspension/revocations g p g plaints, indictments, or convictions, administrative orders, draft orders, final orders, and judicial final judgments. YES NO X If the bidder has indicated YES for question number two above, the bidder must provide to City of Lubbock, with its bid submission, the following information with respect to each such conviction: Date of offense or occurrence, location where offense occurred, type of offense, final disposition of offense, if any, and penalty assessed. QUESTION THREE Has the bidder, or the firm, corporation, partnership, or institution represented by bidder, or anyone acting for such firm, corporation, partnership, or institution, ever been convicted, within the past ten (10) years, of a criminal offense which fresulted from serious bodily injury or death? YES NO X If the bidder has indicated YES for question number three above, the bidder must provide to City of Lubbock, with its bid submission, the following information with respect to each such conviction: Date of offense, location where offense occurred, type of offense, final disposition of offense, in any, and penalty assessed. ACKNOWLEDGEMENT THE STATE OF TEXAS COUNTY OF LUBBOCK I certify that I have made no willful misrepresentations in this Questionnaire nor have I withheld information in my statements and answers to questions. I am aware that the information given by me in this questionnaire shall be investigated, with my full permission, and that any misrepresentations or omissions may cause my bid to be rejected. Signature Chief Financial Officer & Treasurer Title 2 SUSPENSION AND DEBARMENT CERTIFICATION Federal Law (A-102 Common Rule and OMB Circular A-I10) prohibits non -Federal entities from contracting with or making sub -awards under covered transactions to parties that are suspended or debarred or whose principals are suspended or debarred. Covered transactions include procurement contracts for goods or services equal to or in excess of $50,000 and all non -procurement transactions (e.g., sub -awards to sub -recipients). Contractors receiving individual awards of $50,000 or more and all sub -recipients must certify that their organization and its principals are not suspended or debarred by a Federal agency. Before an award of $50,000 or more can be made to your firm, you must certify that your organization and its principals are not suspended or debarred by a Federal agency. I, the undersigned agent for the firm named below, certify that neither this firm nor its principals are suspended or debarred by a Federal agency. COMPANY NAME: ADVANCED COMMUNICATIONS USA, INC. FEDERAL TAX ID or SOCIAL SECURITY No. 27-3900091 Signature of Company Printed name of company official Date Signed: 3 - CFO & Treasurer BID 12-10498-RH-Fiber Optic Cable Installation Services and Materials LIST OF SUB CONTRACTORS Minority Owned Company Name Location Services Provided Yes No 1BRANHAM COMMUNICATIONS INC FT WORTH TEXAS AERIAL FIBER CONSTRUCTION ❑ 2, ❑ ❑ 3. ❑ ❑ 4. ❑ ❑ 5. ❑ ❑ 6. ❑ ❑ 7. ❑ ❑ 8. ❑ ❑ 9. ❑ ❑ 10. ❑ ❑ 11. ❑ ❑ 12. ❑ ❑ 13. ❑ ❑ 14. ❑ ❑ 15. ❑ ❑ 16. ❑ ❑ Company Advanced Communications USA. Inc. Address 2400 44th Street #123, Lubbock City, County Texas 79412 State Zip Code Telephone: 817 - 888-3 Fax: 817 - 888-3095 THIS FORM SHALL BE COMPLETED AND RETURNED ALONG WITH YOUR PROPOSAL IF NO SUB —CONTRACTORS WILL BE USED PLEASE INDICATE SO 2 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. BID 12-10498-RH-Fiber Optic Cable Installation Services and Materials FINAL LIST OF SUB CONTRACTORS Company Name Location Services Provided Brenham Communications Inc Fort Worth, TX Aerial Fiber Construction Company ADVANCED COMMUNICATIONS USA, INC Address 2400 44TH STREET STE 123 LUBBOCK City, County LUBBOCK, TEXAS 79412 State Zip Code Telephone: 817 _ 888 3091 Fax: 817 888 3095 Minority Owned Yes No If ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ THIS FORM SHALL BE COMPLETED AND RETURNED WITHIN 7 DAYS OF BID CLOSING. IF NO SUB —CONTRACTORS WILL BE USED PLEASE INDICATE SO. 3 U PAYMENT BOND Paae IntentionaRy Left Blank STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $50,000) Bond No. 1935690 KNOW ALL MEN BY THESE PRESENTS, that Advanced Communications USA, Inc. (hereinafter called the Principal(s), as Principal(s), and The Hanover Insurance Company (hereinafter called the Surety(s), as et� �''rsl g I �d firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount ofre l�un��red s�Xy an�o/l��an DOLLARS ($ 818,160.60 lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 30thday of May , 2012, to Fiber Optic Cable Installation Services and Materials - Contract No. 10498 and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 30th day of May , 2012. The Hanover Insurance Company Surety *B , ay e G. aug Attorney -in -Fact Advanced Communications USA. Inc. (Company Name) By: (Printed Name) gna® (Title) `(� No Text The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates Wayne G. McVaugh an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. The Hanover Insurance Company Surety * By: ( tl Tyne G. Mc augh Attorney -in -Fact Approved as to form: City of L By: City Attorney * Note: If signed by an Office of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. C No Text STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $50,000) KNOW ALL MEN BY THESE PRESENTS, that Principal(s), as Principal(s), and (hereinafter called the (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of EIGHT HUNDRED EIGHTEEN THOUSAND ONE -HUNDRED SIXTY DOLLARS AND SIXTY CENTS ($818,160.60) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 30'' day of May,. 2012, to and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WTI'NESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this day of , 2012. Surety (Company Name) *By: By: (Title) (Printed Name) (Signature) (Title) M The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. Surety * By: (Title) Approved as to form: City of Lubbock By: City Attorney * Note: If signed by an Office of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. 6 PERFORMANCE BOND Patze IntentionaRy Left Blank IK STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) Bond No. 1935690 KNOW ALL MEN BY THESE PRESENTS, that Advanced Communications USA, Inc. (hereinafter called the Principal(s), as Principal(s), and The Hanover Insurance Company (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of EIGHT HUNDRED EIGHTEEN THOUSAND ONE -HUNDRED SIXTY DOLLARS AND SIXTY CENTS ($818,160.60) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 30`h day of Mav, 2012, to Fiber OAtic Cable Installation Services and Materials — Contract No. 10498 and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this Ath day of May, 2012. The Hanover Insurance Compan Surety l *B . �,`. e Wayne G. McVaug , Attorney -in -Fact Advanced Communications USA Inc (Company Name) By: liE�%/.t� 0- ' "lc �'cfccr�.ti� (Printed Name) (Signature) �ssisr��T %rs�,et� (Title) The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designatesWayne G. McVaughan agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. The Hanover Insurance Company Surety *B (Ti e) Wayne G. Me V augh Attorney -in' -Fact Approved as to Form City of k By: City Attorney * Note: If signed by an Office of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, do hereby constitute and appoint Adrienne Seaford, Rosemarie Caponi, Wayne G. McVaugh, Richard A. Jacobus, Sandra E. Bronson, Elizabeth Marrero, Maureen McNeill, Annette Leuschner and/or Darella E. White of Philadelphia, PA and each is a true and lawful Attomey(s)-in-fact to sign, execute, seal, acknowledge and deriver for, and on its behalf, and as its act and deed any place within the United States, or, if the following line be filled in, only within the area therein designated any and all bonds, recognizances, undertakings, contracts of indemnity or other writings obligatory in the nature thereof, as follows: Any such obligations In the United States, not to exceed Ten Million and Noll00 ($10,000,000) In any single instance and said companies hereby ratify and confirm all and whatsoever said Attomey(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as its acts, to execute and acknowledge for and on its behalf as Surety any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attomeys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by a Vice President and an Assistant Vice President, this 22nd day of February, 2010. THE HANOVER INSURANCE COMPANY ' MASSACHUSETTS BAY INSURANCE COMPANY ClTl7J 3URANCE COMP Y OF AMERICA Mary Jeanne M4EAon, Vice Pres•,jdgpt Robert K. Grennan, AssistanrWccs President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) SS. On this 22nd day of February 2010., before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. WPM wMN*rawrcrr � —N mod.' t�rrt�liC ebc�wNeOWNW& AMy commission expires on November 3, 2011 I, the undersigned Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14. 1982 Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company ofAmerica) ylv /✓f GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this ?J day of / 7�y 20 /Z THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CIM5>1NSUCE COPANY OF ERICA Stq2�IL Braut , ss' an Vfce Pms d rrt No Text IMPORTANT NOTICE To obtain information or make a complaint: You may call Hanover Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-608-8141 You may also write: Hanover Insurance Company Premier Place Suite 850 5910 North Central Expressway Dallas, Texas 75206 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1.800-252-3439 You may write the Texas Department of insurance at: P.O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 Web: http:l/www.tdi.state.tx.us Email: ConsumerProtection@tdi.state.b(.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVISO 1MPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar at numbero de telefono gratis de Hanover Insurance Company para informacion or para someter una queja at: 1-800-608-8141 Usted tambien puede escribir: Hanover Insurance Company Premier Place Suite 850 5910 North Central Expressway Dallas, Texas 75206 Puede communicarse con at Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas at 1-800.252-3439 Puede escribir at Departamento de Seguros de Texas P.O. Box 149104 Austin, Texas 78714-9104 FAX # (512) 475-1771 Web: http://w_ww.tdi.state.tx.us Email: ConsumerProtection@tdi.state,tx.us DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a un reciamo, debe comunicarse con el agente o la companta primero. Si no se resuelve la disputa, puede entonces comunicarse con at departamento (TDi). UNA ESTE A VISO A SU POLIZA: Este aviso as solo para proposito de informacion y n se convierte an parte o condicion del documento adjunto. AThe n i Insurance Group 221-4828 (7-07) No Text {The The Hanover Insurance Company 1440 Lincoln Street, Worcester, MA 01653 _ ■ .a�Qve� Citizens Insurance Company of America 1 645 West Grand River Avenue, Howell, MI 48843 IriSlliclriG2 Group:. Massachusetts Bay Insurance Company 1440 Lincoln Street Worcester, MA 01653 Financial Statement The Hanover Insurance Company, Bedford, New Hampshire Financial Statement as of December 31, 2011 ASSETS 2011 Cash in Banks (Including Short -Term investments).................................................................... $ 24,406,790 Bondsand Stocks......................................................................................:............................ $ 4,168,059,643 Other Admitted Assets.......................................................................................................... $ 1,096,119,264 Total Admitted Assets............................................................................................... $ 5,288,585,697 LIABILITIES, CAPITAL AND SURPLUS Reserve for Unearned Premiums................................................................................................. $ 1,226,423,542 Reserve for Loss and Loss Expense........................................................................................ $ 1,902,741,199 Reservefor Taxes................................................................................................................ $ - Funds held under reinsurance treaties.................................................................................... $ 2,272,380 Reserve for all other liabilities............................................................................................... $ 578,873,269 Capital Stock — $1.00 par ................................................. $ 5,000,000 Net Surplus............................................................... $ 1,573,275,307 Policyholders' Surplus........................................................................................................... $ 1,578,275,307 Total Liabilities, Capital and Surplus....................................................................................... $ 5,288,585,697 COMMONWEALTH OF MASSACHUSETTS COUNTY OF WORCESTER j s.s.: Martin D. Kelly, Asst. Treasurer of The Hanover Insurance Company, being duly sworn deposes and says that he is the above described officer of said Company, and certifies that the foregoing statement is a true statement of the condition and affairs of the said Company on December 31, 2011. MARTIN D. KELLY Asst. Treasurer No Text STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) Bond No.1935690 KNOW ALL MEN BY THESE PRESENTS, that Advanced Communications USA, Inc. (hereinafter called the Principal(s), as Principal(s), and The Hanover Insurance Company (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of EIGHT HUNDRED EIGHTEEN THOUSAND ONE -HUNDRED SIXTY DOLLARS AND SIXTY CENTS ($818,160.60) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 30t" day of May, 2012, to Fiber Optic Cable Installation Services and Materials — Contract No. 10498 and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.024a of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 30th day of May, 2012. The Hanover Insurance Company Surety * gy. , %)) Wayne G. McVa g , Attorney -in -Fact Advanced Communications USA, Inc. (Company Name) By: 441e,664Ci AP (Printed Name) (Signature) Xj55r.S7-4k11— /Cc`S vile (Title) THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, do hereby constitute and appoint Adrienne Seaford, Rosemarie Caponi, Wayne G. McVaugh, Richard A. Jacobus, Sandra E. Bronson, Elizabeth Marrero, Maureen McNeill, Annette Leuschner and/or Darella E. White of Philadelphia, PA and each is a true and lawful Attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, or, if the following line be filled in, only within the area therein designated any and all bonds, recognizances, undertakings, contracts of indemnity or other writings obligatory in the nature thereof, as follows: Any such obligations in the United States, not to exceed Ten Million and Noll00 ($10,000,000) in any single instance and said companies hereby ratify and confirm all and whatsoever said Attomey(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attomeys-in-fact of the Company, In its name and as its acts, to execute and acknowledge for and on its behalf as Surety any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attomeys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by a Vice President and an Assistant Vice President, this 22"d day of February, 2010. THE HANOVER INSURANCE COMPANY - MASSACHUSETTS BAY INSURANCE COMPANY CI SURANCE COMPANY OF AMERICA Mary Jeanne AXdeAon, Vice Pressidst Robert K. Grennan, AssistanfUFce President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss. On this 22"d day of February 2010., before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. Co. or►wn �t 1�ttA11C EQOWcararueepsgor� My commission expires on November 3, 2011 I, the undersigned Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company of America) M y GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts; this Q % day of y 20/A THE.HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITI AINSU CE CO PANY4OFERICA Step L. Sraul , ssfstan Ice Pres nt IMPORTANT NOTICE To obtain information or make a complaint: You may call Hanover Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-608.8141 You may also write: Hanover Insurance Company Premier Place Suite 850 5910 North Central Expressway Dallas, Texas 75206 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252.3439 You may write the Texas Department of Insurance at: P.Q. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 Web: http://www.tdi.state.tx.us Email: Cons umerProtection @tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. 221-4828 (7-07) ..• � no er Insurance Groups AVISO IMPORTANTE Para obtener information o para someter una queja: Usted puede liamar at numbero de telefono gratis de Hanover Insurance Company para informacion or para someter una queja at: 1-800-608-8141 Usted tambien puede escribir: Hanover Insurance Company Premier Place Suite 650 5910 North Central Expressway Dallas, Texas 75206 Puede communicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas at 1-800-252-3439 Puede escribir at Departamento de Seguros de Texas P.O. Box 149104 Austin, Texas 78714-9104 FAX # (512) 475-1771 Web: http://www.tdi.state.tx.us Email: ConsurnerProtection @tdi.state.tx.us DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si time una disputa concerniente a su prima o a un reciamo, debe comunicarse con el agente o la compania primero. Si no se resueive la disputa, puede entonces comunicarse con at departamento (TDI). UNA ESTE A VISO A SU POLIZA: Este aviso es solo para proposito de informacion y n se convierte on parte o condicion del documento adjunto. {The The Hanover Insurance Company 1440 Lincoln Street, Worcester, MA 01653 ■ r Citizens; Insurance Company of America 1645 West Grand River Avenue. Howell, MI 48843 IriSLItariC2 GrOl1p,. Massachusetts Day Insurance Company 1 440 Lincoln Street Worcester, MA 01653 Financial Statement The Hanover Insurance Company, Bedford, New Hampshire Financial Statement as of December 31, 2011 ASSETS 2011 Cash in Banks (Including Short -Term investments).................................................................... $ 24,406,790 Bondsand Stocks......................................................................................:............................ $ 4,168,059,643 Other Admitted Assets.......................................................................................................... $ 1,096,119,264 Total Admitted Assets............................................................................................... 5,288,585,697 LIABILITIES, CAPITAL AND SURPLUS Reserve for Unearned Premiums................................................................................................. $ 1,226,423,542 Reserve for Loss and Loss Expense........................................................................................ $ 1,902,741,199 Reservefor Taxes................................................................................................................ $ - Funds held under reinsurance treaties.................................................................................... $ 2,272,380 Reserve for all other liabilities............................................................................................... $ 578,873,269 Capital Stock - $1.00 par ................................................. $ 5,000,000 Net Surplus............................................................... $ 1,573,275,307 Policyholders' Surplus........................................................................................................... $ 1,578,275,307 Total Liabilities, Capital and Surplus....................................................................................... $ 5,288,585,697 COMMONWEALTH OF MASSACHUSETTS COUNTY OF WORCESTER I s.s.: Martin D. Kelly, Asst. Treasurer of The Hanover Insurance Company, being duly sworn deposes and says that he is the above described officer of said Company, and certifies that the foregoing statement is a true statement of the condition and affairs of the said Company on December 31, 2011. MARTIN D. KELLY Asst. Treasurer STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) Bond No.1935690 KNOW ALL MEN BY THESE PRESENTS, that Advanced Communications USA, Inc. (hereinafter called the Principal(s), as Principal(s), and The Hanover Insurance Company (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of EIGHT HUNDRED EIGHTEEN THOUSAND ONE -HUNDRED SIXTY DOLLARS AND SIXTY CENTS ($818,160.60) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 30'h day of Mav, 2012, to Fiber Optic Cable Installation Services and Materials — Contract No. 10498 and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253'`.021(a)of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 30th day of May, 2012. The Hanover Insurance Company Surety *B � - (� i ' ) Way ffa G. Me au gfi, Attorney -in -Fact Advanced Communications USA, Inc. (Company Name) / By: �-44j1 (Printed Name) 49. (Signature) 145/51-1f411- 1 stier�- (Title) THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY kNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, do hereby constitute and appoint Adrienne Seaford, Rosemarie Capon!, Wayne G. McVaugh, Richard A. Jacobus, Sandra E. Bronson, Elizabeth Marrero, Maureen McNeill, Annette Leuschner andlor Darella E. White of Philadelphia, PA and each is a true and lawful Attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, or, if the following line be filled in, only within the area therein designated any and all bonds, recognizances, undertakings, contracts of indemnity or other writings obligatory in the nature thereof, as follows: Any such obligations in the United States, not to exceed Ten Million and Noll00 ($10,000,000) in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as its acts, to execute and acknowledge for and on its behalf as Surety any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attomeys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 - Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by a Vice President and an Assistant Vice President, this 22nd day of February, 2010. THE HANOVER INSURANCE COMPANY ' MASSACHUSETTS BAY INSURANCE COMPANY CITIZENSLINSURANCE COMPANY OF AMERICA Mary Jeanne aBEFson, tie Pr S'de t Robert K. Grennan, Assistant'Vi-ce President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss. On this 22nd day of February 2010., before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. WISM UN _ _ . ccano C4 go rwra moftyp huc My commission expires on November 3, 2011 I, the undersigned Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company, shall be binding on the Company to the same extent as if ail signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company ofAmerica) -Zh GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this 3 ©/ day of / 720 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITII 3 INSU CE CO PANY OF ERICA Step ' €reui �sist3nt Mice r rss�d€nt IMPORTANT NOTICE To obtain information or make a complaint: You may call Hanover Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-608-8141 You may also write: Hanover Insurance Company Premier Place Suite 850 5910 North Central Expressway Dallas, Texas 75206 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252.3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 Web: http:!lwww.tdi.state.tx.us Email: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. The �\ Y ■ # er Insurance Group, AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar at numbero de telefono gratis de Hanover Insurance Company para informacion or para someter una queja al: 1-800-608.8141 Usted tambien puede escribir: Hanover Insurance Company Premier Place Suite 850 5910 North Central Expressway Dallas, Texas 75206 Puede communicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas P.O. Box 149104 Austin, Texas 78714-9104 FAX # (512) 475-1771 Web: hitp://www.tdi.state.tx.us Email: ConsumerProtection @ tdi.state.tx.us DISPUTES SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a un reciamo, debe comunicarse con el agente o la compania primero. Si no so resueive la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE A VISO A SU POLIZA: Este aviso es solo para proposito de informacion y n se convierte en parts o condicion del documento adjunto. 221-4828 (7-07) The Hanover Insurance Company 1440 Lincoln Street, Worcester, MA 01653 4-,�'-\�HgnoVer Citizens insurance Company of America 1645 West Grand River Avenue, Howell, MI 49643 Insurance Group- Massachusetts say insurance Company 1 440 Lincoln Street Worcester, MA 01653 Financial Statement The Hanover Insurance Company, Bedford, New Hampshire Financial Statement as of December 31, 2011 ASSETS 2011 Cash in Banks (Including Short -Term investments).................................................................... $ 24,406,790 Bondsand Stocks.................................................................................................................... $ 4,168,059,643 Other Admitted Assets.......................................................................................................... $ 1,096,119,264 Total Admitted Assets............................................................................................... 5,288,585,697 LIABILITIES, CAPITAL AND SURPLUS Reserve for Unearned Premiums................................................................................................. $ 1,226,423,542 Reserve for Loss and Loss Expense........................................................................................ $ 1,902,741,199 Reservefor Taxes................................................................................................................ $ - Funds held under reinsurance treaties.................................................................................... $ 2,272,380 Reserve for all other liabilities............................................................................................... $ 578,873,269 Capital Stock — $1.00 par ................................................. $ 5,000,000 Net Surplus............................................................... $ 1,573,275,307 Policyholders' Surplus........................................................................................................... $ 1,578,275,307 Total Liabilities, Capital and Surplus....................................................................................... $ 5,288,585,697 COMMONWEALTH OF MASSACHUSETTS COUNTY OF WORCESTER I s.s.: Martin D. Kelly, Asst. Treasurer of The Hanover Insurance Company, being duly sworn deposes and says that he is the above described officer of said Company, and certifies that the foregoing statement is a true statement of the condition and affairs of the said Company on December 31, 2011. MARTIN D. KELLY Asst. Treasurer STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE - (CONTRACTS MORE THAN $100,000) KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and { ,- (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of EIGHT HUNDRED EIGHTEEN THOUSAND ONE -HUNDRED SIXTY DOLLARS AND SIXTY CENTS ($818.160.60) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain writtdn contract with the Obligee, dated the 30`h day of May. 2012, to r and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; - PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said FArticle to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this day of 2012. Surety (Company Name) * By: By: (Title) (Printed Name) 1 (Signature) (Title) i The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. Surety *By: (Title) Approved as to Form I X� City of Lubbock By: 1 Rj4 City Attorney * Note: If signed by an Office of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of } attorney for our files. 3 CERTIFICATE OF INSURANCE Page Intentionally Left Blank DATE (MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 6/29/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER -y'- N1ck...DiLeonardl_ Assurance Agency, Ltd. PHONE N EXt)_(847.).._4.6 73-02� One Century Centre _{ABC — - — __--- _ _,(A/c,_No)84Z-,g4Q-79126 E-MAIL 1750 E. Golf Road ADDREss_nndileonar(_iQ Schaumburg IL 60173- _ INSURER(S) AFFORDING COVERAGE NAIC 8 INSURER A:Z(JfIC�I1�f11rlCap_Lr1L1j�C��_—_ 1 6635 INSURED UNITGLO-01 INSURER. B:Amer(can-Guaran tee &-Llab—. _ 26247_____ _ Advanced Communications USA, Inc. INSURERC-American Zurich _ 40142___-__ 1777 Sentry Parkway West INSURER D: _ i Gwynedd Hall, Ste. 302 Blue Bell PA 19422 INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: 145174527q REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRT, TYPE OF INSURANCE 7ADDL3SUBR POLICY EFF POLICY EXP I LIMITS LTR i I INSR • WV0 POLICY NUMBER 3 MMIDDIYYYY MMIDD/YYYY , A GENERAL LIABILITY GLO026960401 j7/1/2012 7/1/2013 EACH OCCURRENCE $1.750,000 X i- COMMERCIAL GENERAL LIABILITY I I ,... DAMAGE TO RENTED i PREMISES_{Ea_occurrence)_ _ $750.000 ---------- CLAIMS -MADE (X OCCUR ---) -- € MED EXP (Any one person) S 10,000 -- t PERSONAL & ADV INJURY $1.750 000 GENERAL AGGREGATE $3 500,000 i GEN L AGGREGATE LIMIT APPLIES PER: i j _.. '' PRODUCTS - COMPIOP AGG I-- 1 $3,500 000 ,..— jX PRO- I I POLICY I I I LOC I i I $ A I AUTOMOBILE LIABILITY60501 �/1/201213 -- COMBINED it I I aaccden —L.. - -...._ 000 000 .. X ANY AUTO BODILY INJURY (Per person) S — — i ALL OWNED SCHEDULED AUTOS AUTOS I I I I -- BODILY INJURY (Per accident) $ .._ NON -OWNED X X i i PROPERTY DAMAGE ( S HIRED AUTOS _- AUTOS ( ; i jeer acadenl._ .....--.I. ---- i_ $ B X UMBRELLA LIAB X I OCCUR AUC931067301 7/1/2012 /l/2013 j EACH OCCURRENCE 525,000,000 -~ EXCESS LIAB ( I S CLAIMS -MADE t 1 i I j AGGREGATE s25,000,000 i DED ! X RETENTION S.O. I s C € WORKERS COMPENSATION I WCO26960201 �//1/2012 A AND EMPLOYERS' LIABILITY CO26960301 7/1/2012 7/1/2013 1X ' WC STATU I fOTN- TQRY LIMIT$ -- -— ---- YIN ; //1/2013 I ANY PROPRIETORfPARTNER/EXECUTIVE j I OFFICERIMEMBER EXCLUDED? N❑ I N I A j-- E.L. EACH ACCIDENT --- -- $1,000 000 ( -- --- --- (Mandatory in NH) E I E.L. DISEASE - EA EMPLOYE $1,000 000 I If yes, describe under ( t i DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, it more space is required) Proof of Insurance Only. It is agreed that the City of Lubbock and its officers, employees, and elected representatives are added as Additional Insureds, when required by written contract, on the General & Automobile Liability on a primary and non-contributory basis with respect to operations performed by the Named Insured in connection with this project. A Waiver of Subrogation in favor of the City of Lubbock and its officers, employees, and elected representatives applies to the Worker's Compensation, General Liability and Automobile policies, when required by written contract. CFRTIFICATF H01 nFR CANCFI I ATIONl SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Lubbock, Attn: Marta Alvarez Director of ACCORDANCE WITH THE POLICY PROVISIONS. Purchasing & Contract Management 1625 13th Street, Room 204 Lubbock TX 79401 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD No Text Endorsement 0 ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol.1 Eff. Date of End. I Producer I AddT Prem I Return Prem. BAP 0269605-01 07-01-12 07-01-13 07-01-12 02008-000 $ is THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED Name of Person or Organization: Any Person or Organization as required by written contract Description of Contract: Where required by written contract prior to a loss WHO IS AN INSURED is changed to include as an "insured" the person or organization named above for "bodily injury" or "property damage" arising out of the use of a covered "auto" while the covered "auto" is being used pursuant to a contract described in the schedule. However, the person or organization named above is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions of: You; 2. Any of your employees or agents; or Any person, except the employee or agent of the person or organization named above, operating a covered "auto" with the permission of any of the above. U-CA-388-A (07-94) Page 1 of 1 Policy Number GLO 0269604-01 ENDORSEMENT ZURICH AMERICAN INSURANCE COMPANY Named Insured: UniTek Global Services, Inc. Effective Date: 07-01-2012 12:01 A.M., Standard Time Agent Name: Assurance Agency, Ltd. Agent No. 02008-000 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: COMMERCIAL GENERAL LIABILITY COVERAG PART AMENDMENT OF OTHER INSURANCE With respect to losses to which this insurance applies, this policy does not apply to that portion of the loss for which you have other valid and collectible insurance, whether on a primary, excess or contingent basis unless such insurance was specifically purchased by you to apply excess of this policy. Notwithstanding the paragraph above, the insurance afforded by this policy is primary insurance with respect to those additional insureds to whom you are obligated by contract to provide primary and non-contributory insurance. In that event, we will not seek contribution from any other insurance policy available to the additional insureds on which the additional insured person or organization is a Named Insured. U-GL-I 114-A CW (10/02) COMMERCIAL AUTO CA 00 01 03 10 BUSINESS AUTO COVERAGE FORM Various provisions in this policy restrict coverage. Read the entire policy carefully to determine rights, duties and what is and is not covered. Throughout this policy the words "you" and "your" re- fer to the Named Insured shown in the Declarations. The words "we", "us" and "our" refer to the company providing this insurance. Other words and phrases that appear in quotation marks have special meaning. Refer to Section V — Definitions. SECTION I — COVERED AUTOS Item Two of the Declarations shows the "autos" that are covered "autos" for each of your coverages. The following numerical symbols describe the "autos" that may be covered "autos". The symbols entered next to a coverage on the Declarations designate the only "autos" that are covered "autos". A. Description Of Covered Auto Designation Symbols Symbol Description Of Covered Auto Designation Symbols 1 An "Auto" 2 Owned "Autos" Only those "autos" you own (and for Liability Coverage any "trailers" you don't own Only while attached to power units you own). This includes those "autos" you acquire ownership of after the policy begins. 3 Owned Private Only the private passenger "autos" you own. This includes those private Passenger passenger "autos" you acquire ownership of after the policy begins. "Autos" Only 4 Owned Only those "autos" you own that are not of the private passenger type (and for "Autos" Other Liability Coverage any "trailers" you don't own while attached to power units you Than Private own). This includes those "autos" not of the private passenger type you acquire Passenger ownership of after the policy begins. "Autos" Only 5 Owned "Autos" Only those "autos" you own that are required to have no-fault benefits in the state Subject To where they are licensed or principally garaged. This includes those "autos" you No-fault acquire ownership of after the policy begins provided they are required to have no- fault benefits in the state where they are licensed or principally garaged. 6 Owned "Autos" Only those "autos" you own that because of the law in the state where they are Subject To A licensed or principally garaged are required to have and cannot reject Uninsured Compulsory Motorists Coverage. This includes those "autos" you acquire ownership of after the Uninsured policy begins provided they are subject to the same state uninsured motorists Motorists Law requirement. 7 Specifically Only those "autos" described in Item Three of the Declarations for which a Described premium charge is shown (and for Liability Coverage any "trailers" you don't own "Autos" while attached to any power unit described in Item Three). 8 Hired "Autos" Only those "autos" you lease, hire, rent or borrow. This does not include any "auto" Only you lease, hire, rent or borrow from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company) or members of their households. 9 Non -owned Only those "autos" you do not own, lease, hire, rent or borrow that are used in "Autos" Only connection with your business. This includes "autos" owned by your "employees", partners (if you are a partnership), members (if you are a limited liability company) or members of their households but only while used in your business or your personal affairs. CA 00 01 03 10 © Insurance Services Office, Inc., 2009 Page 1 of 12 Wolters Kluwer Financial Services I Uniform FormST14 19 Mobile Equip- ment Subject To Compulsory Or Financial Responsibility Or Other Motor Vehicle Insur- Only those "autos" that are land vehicles and that would qualify under the definition of "mobile equipment' under this policy if they were not subject to a compulsory or financial responsibility law or other motor vehicle insurance law where they are licensed or principally garaged. B. Owned Autos You Acquire After The Policy Begins 1. If Symbols 1, 2, 3, 4, 5, 6 or 19 are entered next to a coverage in Item Two of the Declara- tions, then you have coverage for "autos" that you acquire of the type described for the re- mainder of the policy period. 2. But, if Symbol 7 is entered next to a coverage in Item Two of the Declarations, an "auto" you acquire will be a covered "auto" for that cover- age only if: a. We already cover all "autos" that you own for that coverage or it replaces an "auto" you previously owned that had that cover- age; and b. You tell us within 30 days after you acquire it that you want us to cover it for that cover- age. C. Certain Trailers, Mobile Equipment And Temporary Substitute Autos If Liability Coverage is provided by this coverage form, the following types of vehicles are also cov- ered "autos" for Liability Coverage: 1. "Trailers" with a load capacity of 2,000 pounds or less designed primarily for travel on public roads. 2. "Mobile equipment' while being carried or towed by a covered "auto". 3. Any "auto" you do not own while used with the permission of its owner as a temporary substi- tute for a covered "auto" you own that is out of service because of its: a. Breakdown; b. Repair; c. Servicing; d. "Loss'; or e. Destruction. SECTION II — LIABILITY COVERAGE A. Coverage We will pay all sums an "insured" legally must pay as damages because of "bodily injury" or "property damage" to which this insurance applies, caused by an "accident' and resulting from the ownership, maintenance or use of a covered "auto". We will also pay all sums an "insured" legally must pay as a "covered pollution cost or expense" to which this insurance applies, caused by an "acci- dent' and resulting from the ownership, mainte- nance or use of covered "autos". However, we will only pay for the "covered pollution cost or ex- pense" if there is either "bodily injury" or "property damage" to which this insurance applies that is caused by the same "accident'. We have the right and duty to defend any "in- sured" against a "suit" asking for such damages or a "covered pollution cost or expense". However, we have no duty to defend any "insured" against a "suit" seeking damages for "bodily injury" or "prop- erty damage" or a "covered pollution cost or ex- pense" to which this insurance does not apply. We may investigate and settle any claim or "suit' as we consider appropriate. Our duty to defend or settle ends when the Liability Coverage Limit of Insurance has been exhausted by payment of judgments or settlements. 1. Who Is An Insured The following are "insureds": a. You for any covered "auto". b. Anyone else while using with your permis- sion a covered "auto" you own, hire or bor- row except: (1) The owner or anyone else from whom you hire or borrow a covered "auto". This exception does not apply if the covered "auto" is a "trailer" connected to a covered "auto" you own. Page 2 of 12 © Insurance Services Office, Inc., 2009 CA 00 01 0310 (2) Your "employee" if the covered "auto" is owned by that "employee" or a member of his or her household. (3) Someone using a covered "auto" while he or she is working in a business of selling, servicing, repairing, parking or storing "autos" unless that business is yours. (4) Anyone other than your "employees", partners (if you are a partnership), members (if you are a limited liability company) or a lessee or borrower or any of their "employees", while moving property to or from a covered "auto". (5) A partner (if you are a partnership) or a member (if you are a limited liability company) for a covered "auto" owned by him or her or a member of his or her household. c. Anyone liable for the conduct of an "in- sured" described above but only to the ex- tent of that liability. 2. Coverage Extensions a. Supplementary Payments We will pay for the "insured": (1) All expenses we incur. (2) Up to $2,000 for cost of bail bonds (in- cluding bonds for related traffic law vio- lations) required because of an "acci- dent" we cover. We do not have to fur- nish these bonds. (3) The cost of bonds to release attach- ments in any "suit" against the "insured" we defend, but only for bond amounts within our Limit of Insurance. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $250 a day be- cause of time off from work. (5) All court costs taxed against the "in- sured" in any "suit" against the "insured" we defend. However, these payments do not include attorneys' fees or attor- neys' expenses taxed against the "in- sured". (6) All interest on the full amount of any judgment that accrues after entry of the judgment in any "suit" against the "in- sured" we defend, but our duty to pay in- terest ends when we have paid, offered to pay or deposited in court the part of the judgment that is within our Limit of Insurance. These payments will not reduce the Limit of Insurance. b. Out-of-state Coverage Extensions While a covered "auto" is away from the state where it is licensed we will: (1) Increase the Limit of Insurance for Li- ability Coverage to meet the limits speci- fied by a compulsory or financial re- sponsibility law of the jurisdiction where the covered "auto" is being used. This extension does not apply to the limit or limits specified by any law governing motor carriers of passengers or prop- erty. (2) Provide the minimum amounts and types of other coverages, such as no- fault, required of out-of-state vehicles by the jurisdiction where the covered "auto" is being used. We will not pay anyone more than once for the same elements of loss because of these extensions. B. Exclusions This insurance does not apply to any of the follow- ing: 1. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the "in- sured". 2. Contractual Liability assumed under any contract or agreement. But this exclusion does not apply to liability for damages: a. Assumed in a contract or agreement that is an "insured contract" provided the "bodily injury" or "property damage" occurs subse- quent to the execution of the contract or agreement; or b. That the "insured" would have in the ab- sence of the contract or agreement. 3. Workers' Compensation Any obligation for which the "insured" or the "insured's" insurer may be held liable under any workers' compensation, disability benefits or unemployment compensation law or any similar law. CA 00 01 03 10 © Insurance Services Office, Inc., 2009 Page 3 of 12 No Text 4. Employee Indemnification And Employer's Liability "Bodily injury" to: a. An "employee" of the "insured" arising out of and in the course of: (1) Employment by the "insured"; or (2) Performing the duties related to the conduct of the "insured's" business; or b. The spouse, child, parent, brother or sister of that "employee" as a consequence of Pa- ragraph a. above. This exclusion applies: (1) Whether the "insured" may be liable as an employer or in any other capacity; and (2) To any obligation to share damages with or repay someone else who must pay damages because of the injury. But this exclusion does not apply to "bodily in- jury" to domestic "employees" not entitled to workers' compensation benefits or to liability assumed by the "insured" under an "insured contract". For the purposes of the coverage form, a domestic "employee" is a person en- gaged in household or domestic work per- formed principally in connection with a resi- dence premises. 5. Fellow Employee "Bodily injury" to: a. Any fellow "employee" of the "insured" aris- ing out of and in the course of the fellow "employee's" employment or while perform- ing duties related to the conduct of your business; or b. The spouse, child, parent, brother or sister of that fellow "employee" as a consequence of Paragraph a. above. 6. Care, Custody Or Control "Property damage" to or "covered pollution cost or expense" involving property owned or trans- ported by the "insured" or in the "insured's" care, custody or control. But this exclusion does not apply to liability assumed under a si- detrack agreement. 7. Handling Of Property "Bodily injury" or "property damage" resulting from the handling of property: a. Before it is moved from the place where it is accepted by the "insured" for movement in- to or onto the covered "auto"; or b. After it is moved from the covered "auto" to the place where it is finally delivered by the "insured". 8. Movement Of Property By Mechanical Device "Bodily injury" or "property damage" resdlting from the movement of property by a mechani- cal device (other than a hand truck) unless the device is attached to the covered "auto". 9. Operations "Bodily injury" or "property damage" arising out of the operation of: a. Any equipment listed in Paragraphs 6.b. and 6.c. of the definition of "mobile equip- ment"; or b. Machinery or equipment that is on, attached to or part of a land vehicle that would qual- ify under the definition of "mobile equip- ment" if it were not subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged. 10. Completed Operations "Bodily injury" or "property damage" arising out of your work after that work has been com- pleted or abandoned. In this exclusion, your work means: a. Work or operations performed by you or on your behalf; and b. Materials, parts or equipment furnished in connection with such work or operations. Your work includes warranties or representa- tions made at any time with respect to the fit- ness, quality, durability or performance of any of the items included in Paragraph a. or b. above. Your work will be deemed completed at the earliest of the following times: (1) When all of the work called for in your contract has been completed. (2) When all of the work to be done at the site has been completed if your contract calls for work at more than one site. (3) When that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Page 4 of 12 © Insurance Services Office, Inc., 2009 CA 00 01 03 10 No Text Work that may need service, maintenance, cor- rection, repair or replacement, but which is otherwise complete, will be treated as com- pleted. 11. Pollution "Bodily injury" or "property damage" arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or es- cape of "pollutants": a. That are, or that are contained in any prop- erty that is: (1) Being transported or towed by, handled or handled for movement into, onto or from the covered "auto"; (2) Otherwise in the course of transit by or on behalf of the "insured"; or (3) Being stored, disposed of, treated or processed in or upon the covered "au- to"; b. Before the "pollutants" or any property in which the "pollutants" are contained are moved from the place where they are ac- cepted by the "insured" for movement into or onto the covered "auto"; or c. After the "pollutants" or any property in which the "pollutants" are contained are moved from the covered "auto" to the place where they are finally delivered, disposed of or abandoned by the "insured". Paragraph a. above does not apply to fuels, lu- bricants, fluids, exhaust gases or other similar "pollutants" that are needed for or result from the normal electrical, hydraulic or mechanical functioning of the covered "auto" or its parts, if: (1) The "pollutants" escape, seep, migrate or are discharged, dispersed or released directly from an "auto" part designed by its manufacturer to hold, store, receive or dispose of such "pollutants"; and (2) The "bodily injury", "property damage" or "covered pollution cost or expense" does not arise out of the operation of any equipment listed in Paragraphs 6.b. and 6.c. of the definition of "mobile equipment'. Paragraphs b, and c. above of this exclusion do not apply to "accidents" that occur away from premises owned by or rented to an "in- sured" with respect to "pollutants" not in or upon a covered "auto" if: (a) The "pollutants" or any property in which the "pollutants" are contained are upset, overturned or damaged as a result of the maintenance or use of a covered "auto"; and (b) The discharge, dispersal, seepage, mi- gration, release or escape of the "pollut- ants" is caused directly by such upset, overturn or damage. 12. War "Bodily injury" or "property damage" arising di- rectly or indirectly out of: a. War, including undeclared or civil war; b. Warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any govern- ment, sovereign or other authority using military personnel or other agents; or c. Insurrection, rebellion, revolution, usurped power or action taken by governmental au- thority in hindering or defending against any of these. 13. Racing Covered "autos" while used in any professional or organized racing or demolition contest or stunting activity, or while practicing for such contest or activity. This insurance also does not apply while that covered "auto" is being prepared for such a contest or activity. C. Limit Of Insurance Regardless of the number of covered "autos", "in- sureds", premiums paid, claims made or vehicles involved in the "accident", the most we will pay for the total of all damages and "covered pollution cost or expense" combined resulting from any one "accident" is the Limit of Insurance for Liability Coverage shown in the Declarations. CA 00 01 03 10 © Insurance Services Office, Inc., 2009 Page 5 of 12 All "bodily injury", "property damage" and "covered pollution cost or expense" resulting from continu- ous or repeated exposure to substantially the same conditions will be considered as resulting from one "accident". No one will be entitled to receive duplicate pay- ments for the same elements of "loss" under this coverage form and any Medical Payments Cover- age endorsement, Uninsured Motorists Coverage endorsement or Underinsured Motorists Coverage endorsement attached to this Coverage Part. SECTION III — PHYSICAL DAMAGE COVERAGE A. Coverage 1. We will pay for "loss" to a covered "auto" or its equipment under: a. Comprehensive Coverage From any cause except: (1) The covered "auto's" collision with an- other object; or (2) The covered "auto's" overturn. b. Specified Causes Of Loss Coverage Caused by: (1) Fire, lightning or explosion; (2) Theft; (3) Windstorm, hail or earthquake; (4) Flood; (5) Mischief or vandalism; or (6) The sinking, burning, collision or derail- ment of any conveyance transporting the covered "auto". c. Collision Coverage Caused by: (1) The covered "auto's" collision with an- other object; or (2) The covered "auto's" overturn. 2. Towing We will pay up to the limit shown in the Decla- rations for towing and labor costs incurred each time a covered "auto" of the private pas- senger type is disabled. However, the labor must be performed at the place of disablement. 3. Glass Breakage — Hitting A Bird Or Animal — Failing Objects Or Missiles If you cant' Comprehensive Coverage for the damaged covered "auto", we will pay for the following under Comprehensive Coverage: a. Glass breakage; b. "Loss" caused by hitting a bird or animal; and c. "Loss" caused by falling objects or missiles. However, you have the option of having glass breakage caused by a covered "auto's" colli- sion or overturn considered a "loss" under Col- lision Coverage. 4. Coverage Extensions a. Transportation Expenses We will pay up to $20 per day to a maxi- mum of $600 for temporary transportation expense incurred by you because of the to- tal theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes Of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expi- ration, when the covered "auto" is returned to use or we pay for its "loss". b. Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" be- comes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or agreement. We will pay for loss of use ex- penses if caused by: (1) Other than collision only if the Declara- tions indicate that Comprehensive Cov- erage is provided for any covered "au- to"; (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto'; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay for any ex- penses for loss of use is $20 per day, to a maximum of $600. B. Exclusions 1. We will not pay for "loss" caused by or resulting from any of the following. Such "loss" is ex- cluded regardless of any other cause or event that contributes concurrently or in any se- quence to the "loss". a. Nuclear Hazard (1) The explosion of any weapon employing atomic fission or fusion; or (2) Nuclear reaction or radiation, or radioac- tive contamination, however caused. Page 6 of 12 © Insurance Services Office, Inc., 2009 CA 00 01 03 10 b. War Or Military Action (1) War, including undeclared or civil war; (2) Warlike action by a military force, includ- ing action in hindering or defending against an actual or expected attack, by any government, sovereign or other au- thority using military personnel or other agents; or (3) Insurrection, rebellion, revolution, usurped power or action taken by gov- ernmental authority in hindering or de- fending against any of these. 2. We will not pay for "loss" to any covered "auto" while used in any professional or organized racing or demolition contest or stunting activity, or while practicing for such contest or activity. We will also not pay for "loss" to any covered "auto" while that covered "auto" is being pre- pared for such a contest or activity. 3. We will not pay for "loss" due and confined to: a. Wear and tear, freezing, mechanical or electrical breakdown. b. Blowouts, punctures or other road damage to tires. This exclusion does not apply to such "loss" resulting from the total theft of a covered "au- to". 4. We will not pay for 'loss" to any of the follow- ing: a. Tapes, records, discs or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment. b. Any device designed or used to detect speed -measuring equipment such as radar or laser detectors and any jamming appara- tus intended to elude or disrupt speed - measurement equipment. c. Any electronic equipment, without regard to whether this equipment is permanently in- stalled, that reproduces, receives or trans- mits audio, visual or data signals. d. Any accessories used with the electronic equipment described in Paragraph c. above. 5. Exclusions 4.c. and 4.d. do not apply to equipment designed to be operated solely by use of the power from the "auto's" electrical system that, at the time of "loss", is: a. Permanently installed in or upon the cov- ered "auto'; b. Removable from a housing unit which is permanently installed in or upon the cov- ered "auto' c. An integral part of the same unit housing any electronic equipment described in Pa- ragraphs a. and b. above; or d. Necessary for the normal operation of the covered "auto" or the monitoring of the covered "auto's" operating system. 6. We will not pay for "loss" to a covered "auto" due to "diminution in value". C. Limit Of Insurance 1. The most we will pay for "loss" in any one "ac- cident" is the lesser of: a. The actual cash value of the damaged or stolen property as of the time of the "loss'; or b. The cost of repairing or replacing the dam- aged or stolen property with other property of like kind and quality. 2. $1,000 is the most we will pay for "loss" in any one "accident" to all electronic equipment that reproduces, receives or transmits audio, visual or data signals which, at the time of "loss", is: a. Permanently installed in or upon the cov- ered "auto" in a housing, opening or other location that is not normally used by the "auto" manufacturer for the installation of such equipment; b. Removable from a permanently installed housing unit as described in Paragraph 2.a. above or is an integral part of that equip- ment; or c. An integral part of such equipment. 3. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total "loss". 4. If a repair or replacement results in better than like kind or quality, we will not pay for the amount of the betterment. D. Deductible For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen prop- erty will be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage deductible shown in the Declarations does not apply to "loss" caused by fire or lightning. CA 00 0103 10 © Insurance Services Office, Inc., 2009 Page 7 of 12 SECTION IV — BUSINESS AUTO CONDITIONS The following conditions apply in addition to the Common Policy Conditions: A. Loss Conditions 1. Appraisal For Physical Damage Loss If you and we disagree on the amount of "loss", either may demand an appraisal of the "loss". In this event, each party will select a competent appraiser. The two appraisers will select a competent and impartial umpire. The apprais- ers will state separately the actual cash value and amount of "loss". If they fail to agree, they will submit their differences to the umpire. A decision agreed to by any two will be binding. Each party will: a. Pay its chosen appraiser; and b. Bear the other expenses of the appraisal and umpire equally. If we submit to an appraisal, we will still retain our right to deny the claim. 2. Duties In The Event Of Accident, Claim, Suit Or Loss We have no duty to provide coverage under this policy unless there has been full compli- ance with the following duties: a. In the event of "accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice of the "acci- dent" or "loss". Include: (1) How, when and where the "accident" or "loss" occurred; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. b. Additionally, you and any other involved "insured" must: (1) Assume no obligation, make no pay- ment or incur no expense without our consent, except at the "insured's" own cost. (2) Immediately send us copies of any re- quest, demand, order, notice, summons or legal paper received concerning the claim or "suit". (3) Cooperate with us in the investigation or settlement of the claim or defense against the "suit". (4) Authorize us to obtain medical records or other pertinent information. (5) Submit to examination, at our expense, by physicians of our choice, as often as we reasonably require. c. If there is "loss" to a covered "auto" or its equipment you must also do the following: (1) Promptly notify the police if the covered "auto" or any of its equipment is stolen. (2) Take all reasonable steps to protect the covered "auto" from further damage. Al- so keep a record of your expenses for consideration in the settlement of the claim. (3) Permit us to inspect the covered "auto" and records proving the "loss" before its repair or disposition. (4) Agree to examinations under oath at our request and give us a signed statement of your answers. 3. Legal Action Against Us No one may bring a legal action against us un- der this coverage form until: a. There has been full compliance with all the terms of this coverage form; and b. Under Liability Coverage, we agree in writ- ing that the "insured" has an obligation to pay or until the amount of that obligation has finally been determined by judgment af- ter trial. No one has the right under this pol- icy to bring us into an action to determine the "insured's" liability. 4. Loss Payment — Physical Damage Coverages At our option we may: a. Pay for, repair or replace damaged or sto- len property; b. Return the stolen property, at our expense. We will pay for any damage that results to the "auto" from the theft; or c. Take all or any part of the damaged or sto- len property at an agreed or appraised val- ue. If we pay for the "loss", our payment will in- clude the applicable sales tax for the damaged or stolen property. 5. Transfer Of Rights Of Recovery Against Others To Us If any person or organization to or for whom we make payment under this coverage form has rights to recover damages from another, those rights are transferred to us. That person or or- ganization must do everything necessary to secure our rights and must do nothing after "accident" or "loss" to impair them. Page 8 of 12 © Insurance Services Office, Inc., 2009 CA 00 01 03 10 B. General Conditions 1. Bankruptcy Bankruptcy or insolvency of the "insured" or the "insured's" estate will not relieve us of any obli- gations under this coverage form. 2. Concealment, Misrepresentation Or Fraud This coverage form is void in any case of fraud by you at any time as it relates to this coverage form. It is also void if you or any other "in- sured", at any time, intentionally conceal or misrepresent a material fact concerning: a. This coverage form; b. The covered "auto'; c. Your interest in the covered "auto"; or d. A claim under this coverage form. 3. Liberalization If we revise this coverage form to provide more coverage without additional premium charge, your policy will automatically provide the addi- tional coverage as of the day the revision is ef- fective in your state. 4. No Benefit To Bailee — Physical Damage Coverages We will not recognize any assignment or grant any coverage for the benefit of any person or organization holding, storing or transporting property for a fee regardless of any other pro- vision of this coverage form. 5. Other Insurance a. For any covered "auto" you own, this cov- erage form provides primary insurance. For any covered "auto" you don't own, the in- surance provided by this coverage form is excess over any other collectible insurance. However, while a covered "auto" which is a "trailer" is connected to another vehicle, the Liability Coverage this coverage form pro- vides for the "trailer" is: (1) Excess while it is connected to a motor vehicle you do not own. (2) Primary while it is connected to a cov- ered "auto" you own. b. For Hired Auto Physical Damage Coverage, any covered "auto" you lease, hire, rent or borrow is deemed to be a covered "auto" you own. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". c. Regardless of the provisions of Paragraph a. above, this coverage form's Liability Coverage is primary for any liability as- sumed under an "insured contract". d. When this coverage form and any other coverage form or policy covers on the same basis, either excess or primary, we will pay only our share. Our share is the proportion that the Limit of Insurance of our coverage form bears to the total of the limits of all the coverage forms and policies covering on the same basis. 6. Premium Audit a. The estimated premium for this coverage form is based on the exposures you told us you would have when this policy began. We will compute the final premium due when we determine your actual exposures. The estimated total premium will be credited against the final premium due and the first Named Insured will be billed for the bal- ance, if any. The due date for the final pre- mium or retrospective premium is the date shown as the due date on the bill. If the es- timated total premium exceeds the final premium due, the first Named Insured will get a refund. b. If this policy is issued for more than one year, the premium for this coverage form will be computed annually based on our rates or premiums in effect at the beginning of each year of the policy. 7. Policy Period, Coverage Territory Under this coverage form, we cover "accidents" and "losses" occurring: a. During the policy period shown in the Dec- larations; and b. Within the coverage territory. The coverage territory is: (1) The United States of America; (2) The territories and possessions of the Unit- ed States of America; (3) Puerto Rico; (4) Canada; and (5) Anywhere in the world if: (a) A covered "auto" of the private passen- ger type is leased, hired, rented or bor- rowed without a driver for a period of 30 days or less; and (b) The "insured's" responsibility to pay damages is determined in a "suit" on the merits, in the United States of America, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. CA 00 01 0310 © Insurance Services Office, Inc., 2009 Page 9 of 12 We also cover 'loss" to, or "accidents" involv- ing, a covered "auto" while being transported between any of these places. 8. Two Or More Coverage Forms Or Policies Issued By Us If this coverage form and any other coverage form or policy issued to you by us or any com- pany affiliated with us applies to the same "ac- cident", the aggregate maximum Limit of Insur- ance under all the coverage forms or policies shall not exceed the highest applicable Limit of Insurance under any one coverage form or pol- icy. This condition does not apply to any cov- erage form or policy issued by us or an affili- ated company specifically to apply as excess insurance over this coverage form. SECTION V — DEFINITIONS A. "Accident' includes continuous or repeated expo- sure to the same conditions resulting in "bodily in- jury" or "property damage". B. "Auto" means: 1. A land motor vehicle, "trailer" or semitrailer de- signed for travel on public roads; or 2. Any other land vehicle that is subject to a com- pulsory or financial responsibility law or other motor vehicle insurance law where it is li- censed or principally garaged. However, "auto" does not include "mobile equip- ment'. C. 'Bodily injury" means bodily injury, sickness or disease sustained by a person including death re- sulting from any of these. D. "Covered pollution cost or expense" means any cost or expense arising out of: 1. Any request, demand, order or statutory or regulatory requirement that any "insured" or others test for, monitor, clean up, remove, con- tain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of, "pollut- ants"; or 2. Any claim or "suit' by or on behalf of a gov- ernmental authority for damages because of testing for, monitoring, cleaning up, removing, containing, treating, detoxifying or neutralizing, or in any way responding to, or assessing the effects of, "pollutants". "Covered pollution cost or expense" does not in- clude any cost or expense arising out of the ac- tual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of "pollut- ants": a. That are, or that are contained in any prop- erty that is: (1) Being transported or towed by, handled or handled for movement into, onto or from the covered "auto'; (2) Otherwise in the course of transit by or on behalf of the "insured'; or (3) Being stored, disposed of, treated or processed in or upon the covered "au- to"• b. Before the "pollutants" or any property in which the "pollutants" are contained are moved from the place where they are ac- cepted by the "insured" for movement into or onto the covered "auto'; or c. After the "pollutants" or any property in which the "pollutants" are contained are moved from the covered "auto" to the place where they are finally delivered, disposed of or abandoned by the "insured". Paragraph a. above does not apply to fuels, lu- bricants, fluids, exhaust gases or other similar "pollutants" that are needed for or result from the normal electrical, hydraulic or mechanical functioning of the covered "auto" or its parts, if: (1) The "pollutants" escape, seep, migrate or are discharged, dispersed or released directly from an "auto" part designed by its manufacturer to hold, store, receive or dispose of such "pollutants"; and (2) The "bodily injury", "property damage" or "covered pollution cost or expense" does not arise out of the operation of any equipment listed in Paragraph 6.b. or 6.c. of the definition of "mobile equipment". Page 10 of 12 © Insurance Services Office, Inc., 2009 CA 00 01 0310 Paragraphs b. and c. above do not apply to "accidents" that occur away from premises owned by or rented to an "insured" with respect to "pollutants" not in or upon a covered "auto" if: (a) The "pollutants" or any property in which the "pollutants" are contained are upset, overturned or damaged as a result of the maintenance or use of a covered "auto"; and (b) The discharge, dispersal, seepage, mi- gration, release or escape of the "pollut- ants" is caused directly by such upset, overturn or damage. E. "Diminution in value" means the actual or per- ceived loss in market value or resale value which results from a direct and accidental "loss". F. "Employee" includes a "leased worker". "Em- ployee" does not include a "temporary worker". G. "Insured" means any person or organization quali- fying as an insured in the Who Is An Insured pro- vision of the applicable coverage. Except with re- spect to the Limit of Insurance, the coverage af- forded applies separately to each insured who is seeking coverage or against whom a claim or "suit" is brought. H. "Insured contract" means: 1. A lease of premises; 2. A sidetrack agreement; 3. Any easement or license agreement, except in connection with construction or demolition op- erations on or within 50 feet of a railroad; 4. An obligation, as required by ordinance, to in- demnify a municipality, except in connection with work for a municipality; 5. That part of any other contract or agreement pertaining to your business (including an in- demnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another to pay for "bodily injury" or "property damage" to a third party or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement; 6. That part of any contract or agreement entered into, as part of your business, pertaining to the rental or lease, by you or any of your "employ- ees", of any "auto". However, such contract or agreement shall not be considered an "insured contract" to the extent that it obligates you or any of your "employees" to pay for "property damage" to any "auto" rented or leased by you or any of your "employees". An "insured contract" does not include that part of any contract or agreement: a. That indemnifies a railroad for "bodily injury" or "property damage" arising out of con- struction or demolition operations, within 50 feet of any railroad property and affecting any railroad bridge or trestle, tracks, road- beds, tunnel, underpass or crossing; b. That pertains to the loan, lease or rental of an "auto" to you or any of your "employ- ees", if the "auto" is loaned, leased or rented with a driver; or c. That holds a person or organization en- gaged in the business of transporting prop- erty by "auto" for hire harmless for your use of a covered "auto" over a route or territory that person or organization is authorized to serve by public authority. I. "Leased worker" means a person leased to you by a labor leasing firm under an agreement between you and the labor leasing firm to perform duties re- lated to the conduct of your business. "Leased worker" does not include a "temporary worker". J. "Loss" means direct and accidental loss or dam- age. K. "Mobile equipment" means any of the following types of land vehicles, including any attached ma- chinery or equipment: 1. Bulldozers, farm machinery, forklifts and other vehicles designed for use principally off public roads; 2. Vehicles maintained for use solely on or next to premises you own or rent; 3. Vehicles that travel on crawler treads; 4. Vehicles, whether self-propelled or not, main- tained primarily to provide mobility to perma- nently mounted: a. Power cranes, shovels, loaders, diggers or drills; or b. Road construction or resurfacing equipment such as graders, scrapers or rollers; 5. Vehicles not described in Paragraph 1., 2., 3. or 4. above that are not self-propelled and are maintained primarily to provide mobility to per- manently attached equipment of the following types: a. Air compressors, pumps and generators, including spraying, welding, building clean- ing, geophysical exploration, lighting and well -servicing equipment; or b. Cherry pickers and similar devices used to raise or lower workers; or CA 00 01 0310 © Insurance Services Office, Inc., 2009 Page 11 of 12 6. Vehicles not described in Paragraph 1., 2., 3. or 4. above maintained primarily for purposes other than the transportation of persons or car- go. However, self-propelled vehicles with the following types of permanently attached equipment are not "mobile equipment" but will be considered "autos": a. Equipment designed primarily for: (1) Snow removal; (2) Road maintenance, but not construction or resurfacing; or (3) Street cleaning; b. Cherry pickers and similar devices mounted on automobile or truck chassis and used to raise or lower workers; and c. Air compressors, pumps and generators, including spraying, welding, building clean- ing, geophysical exploration, lighting or well -servicing equipment. However, "mobile equipment" does not include land vehicles that are subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally ga- raged. Land vehicles subject to a compulsory or financial responsibility law or other motor vehicle insurance law are considered "autos". L. "Pollutants" means any solid, liquid, gaseous or thermal irritant or contaminant, including smoke, vapor, soot, fumes, acids, alkalis, chemicals and waste. Waste includes materials to be recycled, reconditioned or reclaimed. M. "Property damage" means damage to or loss of use of tangible property. N. "Suit" means a civil proceeding in which: 1. Damages because of "bodily injury" or "prop- erty damage'; or 2. A "covered pollution cost or expense"; to which this insurance applies, are alleged. "Suit" includes: a. An arbitration proceeding in which such damages or 'covered pollution costs or ex- penses" are claimed and to which the "in- sured" must submit or does submit with our consent; or b. Any other alternative dispute resolution proceeding in which such damages or "covered pollution costs or expenses" are claimed and to which the insured submits with our consent. O. 'Temporary worker" means a person who is fur- nished to you to substitute for a permanent "em- ployee" on leave or to meet seasonal or short-term workload conditions. P. 'Trailer" includes semitrailer. Page 12 of 12 © Insurance Services Office, Inc., 2009 CA 00 0103 10 0 ZURICH Waiver Of Transfer Of Rights Of Recovery Against Others To Us Policy No. Eff. Date of Pol.. Exp. Date of Pol. Ef. . Date of End. gency No. ddl. Prem etum Prem. BAP 0269605-01 7-01-12 7-01-13 7-01-12 �2008-000 This endorsement is issued by the company named in the Declarations. It changes the policy on the effective date listed above at the hour stated in the Declarations. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: UniTek Global Services, Inc. Address (including ZIP code): 1777 Sentry Parkway West Gwynedd Hall, Suite 302 Blue Bell, PA 19422 This endorsement modifies insurance provided under the: Business Auto Coverage Form Truckers Coverage Form Garage Coverage Form Motor Carrier Coverage Form SCHEDULE Name of Person or Organization: Only those persons or organizations for whom you are required to waive your rights of recovery under the terms of a written contract. We waive any right of recovery we may have against the designated person or organization shown in the schedule because of payments we make for injury or damage caused by an "accident" or "loss" resulting from the ownership, maintenance, or use of a covered "auto' for which a Waiver of Subrogation is required in conjunction with work performed by you for the designated person or organization. The waiver applies only to the designated person or organization shown in the schedule. Countersigned: Authorized Representative Date: U-CA-320-B CW (4l94) Page l of l i x City of Lubbock, TX Purchasing & Contract Management ITB No. 12-10498-RH Fiber Optic Cable Installation Service and Materials INSURANCE COVERAGE REQUIRED SECTION A. Prior to the approval of this contract by the City, the Contractor shall furnish a completed Insurance Certificate to the City, which shall be completed by an agent authorized to bind the named underwriter(s) to the coverages, limits, and termination provisions shown thereon, and which shall famish and contain all required information referenced or indicated thereon. THE CITY SHALL HAVE NO DUTY TO PAY OR PERFORM UNDER THIS CONTRACT UNTIL SUCH CERTIFICATE SHALL HAVE BEEN DELIVERED TO THE CITY. SECTION B. The City reserves the right to review the insurance requirements of this section during the effective period of the contract and to require adjustment of insurance coverages and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decisions, or the claims history of the industry as well as the Contractor. SECTION C. Subject to the Contractor's right to maintain reasonable deductibles in such amounts as are approved by the City, the Contractor shall obtain and maintain in full force and effect for the duration of this contract, and any extension hereof, at Contractor's sole expense, insurance coverage written by companies approved by the State of Texas and acceptable to the City, in the following types) and amount(s): TYPE OF INSURANCE COMBINED SINGLE LIMIT GENERAL LIABILITY ® Commercial General Liability General Aggregate $1,000,000 ❑ Claims Made ® Occurrence Products-Comp/Op AGG $1,000,000 ❑ W/Heavy Equipment Personal & Adv. Injury $1,000,000 ❑ To Include Products Of Complete Operation Endorsements Contractual Liability $1,000,000 IPROFESSIONAL LIABILITY u AUTOMOTIVE LIABILITY ® Any Auto ❑ Scheduled Autos ❑ Non -Owned Autos ❑ All Owned Autos ❑ Hired Autos Fire Damage (Any one Fire) Med Exp (Any one Person) General Aggregate Aggregate $1,000,000 EXCESS LIABILITY ® Umbrella Form Each Occurrence $2,000,000 Aggregate GARAGE LIABILITY ❑ Any Auto BUILDER'S RISK INSTALLATION FLOATER ❑ CARGO ® WORKERS COMPENSATION AND OCCUPATIONAL MEDICAL AND DISABILITY ❑ EMPLOYERS' LIABILITY Auto Only - Each Accident _ Other than Auto Only: Each Accident Aggregate _ ❑ 100% of the Total Contract Price ❑ 100% of the Total Material Costs 500 000 (OTHER: COPIES OF ENDOSEMENTS ARE REQUIRED ® City of Lubbock named as additional insured on Auto/General Liability on a primary and non-contributory basis. Waiver of subrogation in favor of the City of Lubbock on all coverages, except IMPORTANT: POLICY ENDORSEMENTS The Contractor will provide copies of the policies without expense, to the City and all endorsements thereto and may make any reasonable request for deletion, revision, or modification of particular policy terms, conditions, limitations, or exclusions (except where policy provisions are established by law or regulation binding upon either of the parties hereto or the underwriter of any of such policies). Upon such request by the City, the Contractor shall exercise reasonable efforts to accomplish such changes in policy coverages, and shall pay the cost thereof. Any costs will be paid by the Contractor. REQUIRED PROVISIONS The Contractor agrees that with respect to the above required insurance, all insurance contracts and certificate(s) of insurance will contain and state, in writing, on the certificate or its attachment, the following required provisions: a. Name the City of Lubbock and its officers, employees, and elected representatives as additional insureds, (as the interest of each insured may appear) as to all applicable coverage; b. Provide for 30 days notice to the City for cancellation, nonrenewal, or material change; c. Provide for notice to the City at the address shown below by registered mail; d. The Contractor agrees to waive subrogation against the City of Lubbock, its officers, employees, and elected representatives for injuries, including death, property damage, or any other loss to the extent same may be covered by the proceeds of insurance; e. Provide that all provisions of this contract concerning liability, duty, and standard of care together with the indemnification provision, shall be underwritten by contractual liability coverage sufficient to include such obligations within applicable policies. E All conies of the Certificates of Insurance shall reference the project name _or_bid number for which the insurance is beinz supplied. NOTICES The Contractor shall notify the City in the event of any change in coverage and shall give such notices not less than 30 days prior the change, which notice must be accompanied by a replacement CERTIFICATE OF INSURANCE. All notices shall be given to the City at the following address: Marta Alvarez, Director of Purchasing & Contract Management City of Lubbock 1625 13'b Street, Room 204 Lubbock, Texas 79401 SECTION D. Approval, disapproval, or failure to act by the City regarding any insurance supplied by the Contractor shall not relieve the Contractor of full responsibility or liability for damages and accidents as set forth in the contract documents. Neither shall the bankruptcy, insolvency, or denial of liability by the insurance company exonerate the Contractor from liability. 1,000,000 CONTRACTOR'S INSURANCE CHECKLIST A CONTRACTOR SHALL: X (1) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; X (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; X (3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project; X (4) obtain from each person providing services on a project, and provide to the governmental entity: (A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (B) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; X (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; X (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; X (7) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be printed in at least 19-point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS A PRIMARY ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK, OR IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS AND ALL ENDORSEMENTS THERETO, INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must (see reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment and materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at 512-305-7238 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." and X (8) contractually require each person with whom it contracts to provide services on a project, to: (A) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (B) provide a certificate of coverage to the contractor prior to that person beginning work on the project; (C) include in all contracts to provide services on the project the language in subsection (e) (3) of this rule; (D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (E) obtain from each other person with whom it contracts, and provide to the contractor: (i) a certificate of coverage, prior to the other person beginning work on the project; and (ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (F) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (G) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 10 days after the person knew or should have known, of any change that materially affects the provision of coverage- of any person providing services on the project; and (H) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they are providing services. CONTRACT I Page IntentionaUY Left Blank CONTRACT 10498 STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 30'h day of May, 2012 by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through the Mayor, City of Lubbock, thereunto authorized to do so, hereinafter referred to as OWNER, and Advanced Communications USA, Inc., of the City of Lubbock,Couty of Lubbock and the State of Texas hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as follows: BID 12-10498-RH-Fiber Optic Cable Installation Services and Materials and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Conditions of Agreement. Advanced Communication USA, Inc.'s bid dated April 12, 2012 is incorporated into and made a part of this agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the year and day first above written. CONTRACTOR: COMPLETE ADDRESS: Company -Advanced Communications USA, Inc. Address 2440 40 St #123 City, State, Zip Lubbock, TX79412 ATTEST• �u P orpora (Secretary CIT �0 ecca G a, City Secretary APPROVED AS T ONTENT: ma � V 0 MArrssha Reed, P.E., Chief Operating O c Sharmon Owens, City Traffic Engineer AP 9D AS O FORM: Chad Weaver, Assistant City Attorney Page Intentionally Left Blank GENERAL CONDITIONS OF THE AGREEMENT 1. OWNER Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co- partnership or corporation, to wit Advance Communications USA, Inc., who has agreed to perform the work embraced in this contract, or their legal representative. 3. OWNER'S REPRESENTATIVE Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to, City of Lubbock, or its representative David Bragg, TMC Engineer, so designated who shall inspect constructions; or to such other representatives, supervisors, architects, engineers, or inspectors as may be authorized by said Owner to act in any particular manner under this agreement. Engineers, supervisors or inspectors shall act for the Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor or persons acting on behalf of the Contractor. 4. CONTRACT DOCUMENTS .. The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Addenda, Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if any), Specifications, Plans, Insurance Certificates, and all other documents made available to Bidder for inspection in accordance with the Notice to Bidders. The above described materials are sometimes referred to herein as the "contract" or "contract documents". 5. INTERPRETATION OF PHRASES Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable," "Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the Owner's Representative. 6. SUBCONTRACTOR The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents, but said Subcontractors shall look exclusively to Contractor for any payments due Subcontractor. The City reserves the right to approve or disapprove the selection of any subcontractor(s). 7. WRITTEN NOTICE Written notice shall be deemed to have been dulyserved if delivered in person to the individual or to a member of the firm or to an Office of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to the party who gives the notice. 8. CONTRACTOR'S RESPONSIBILITIES t.- Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other facilities necessary for the execution and completion of the work covered by the contract documents. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative shall check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and Contractor shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress or quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. Owner's Representative shall not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor shall Owner's Representative be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the Owner's Representative's rights of entry hereunder, the Owner's Representative shall not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. 13. LINES AND GRADES All lines and grades shall be furnished whenever Owner's Representative deems said lines and grades are necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but such suspension shall be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades are needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. 2 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative has the authority to review all work included herein. The Owner's Representative has the authority to stop the work whenever such stoppage may be necessary to ensure the proper execution of the contract. The Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under the contract documents, and shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15) calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 16. CONTRACTOR'S' DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be bome by the Contractor. The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work. 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and location of the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way affect the work under the contract documents. No oral agreement or conversation with any Office, agent, or employee of the Owner, or Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's Representative and Contractor. Unless otherwise specified herein, all loss, expense or damage to Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the work, shall be sustained and borne by the Contractor at its own cost and expense. 18. CHARACTER OF WORKERS The Contractor agrees to employ only orderly and competent workers, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinion, incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such man or men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. The building of structures for the housing of men or equipment are permitted only at such places as the Owner's Representative shall consent or direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. 20. SANITATION Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's Representative and their use shall be strictly enforced. 21. OBSERVATION AND TESTING The Owner or Owner's Representative shall have the right at all times to observe and test the work. Contractor shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location wherever such work is in preparation or progress. Contractor shall ascertain the scope of any observation that may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work shall be ready for such observation. Owner or Owner's Representative may reject any such work found to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such errors and regardless of whether Owner's Representative has previously accepted the work through oversight or otherwise. If any such work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests shall be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. If any such work which is required to be inspected, tested, or approved is covered up without written approval or r consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such I_ tests or approvals but does not meet the requirements of the contract documents shall be considered defective, and shall be corrected at the Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under the contract documents to make such inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of work, and the increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for actual expenses incurred in preparation for the work as originally planned. 24. EXTRA WORK The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractor's bid, except as provided under Changes and Alterations herein. It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) - By agreed unit prices; or Method.(B) - By agreed lump sum; or Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then the Contractor shall be paid the lesser of the following: (1) actual field cost of the extra work, plus fifteen (15%) percent; or (2) the amount that would have been charged by a reasonable and prudent Contractor as a reasonable and necessary cost for performance of the extra work. r, In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of the ' actual field cost to be paid to Contractor shall cover and compensate Contractor for its profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." t._ No claim for extra work of any kind shall be allowed unless ordered in writing by Owner's Representative. In case any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra work, make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C) (1). If Contractor does not notify Owner's Representative before the commencement of any extra work, any claim for payment due to alleged extra work shall be deemed waived. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of the contract documents that all work described in the bid, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Owners' Representative and a clarification obtained before the bids are received, and if no such notice is received by the Owner's Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If Contractor does not notify Owner's Representative before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of k__ work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. 6 _i 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold harmless the Owner and all of its Offices, agents and employees against any all losses, costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject matter of this contract. The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of its subcontractors. 28. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change shall be provided ten (10) calendar days in advance of cancellation or change. All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self- insurance, rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in conformity with the provisions hereof shall establish such waiver. The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract execution. PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE ALONG WITH A COPY OF THE ADDITIONAL INSURED ENDORSEMENT. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS A PRIMARY ADDITIONAL INSURED TO INCLUDE PRODUCT-COMP/OP AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE ' CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. THE ADDITIONAL INSURED ENDORSEMENT SHALL INCLUDE PRODUCTS AND COMPLETED OPERATIONS. A. Commercial General Liability Insurance (Primary Additional Insured and Waiver of Subrogation .. required) The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000 Combined Single Limit per occurrence to include: General Aggregate Products & Completed Operations AGG Contractual Liability Personal & Adv. Injury WITH HEAVY EQUIPMENT ENDORSEMENT B. Comprehensive Automobile Liability Insurance with limits of not less than; $1,000,000 Combined Single Limit, to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and Non -owned Vehicles. C. Excess Liability to include: Umbrella Form -each occurrence $2,000,000. D. Worker's Compensation -Statutory Amounts E. Employers' Liability AND/OR Occupational Medical and Disability Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with the following endorsements: City of Lubbock named as Primary Additional Insured on a Primary and Noncontributory Basis To Include Products of Completed Operations Endorsement Waiver of subrogation in favor of the City of Lubbock on all coverages 1. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC- 82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in Section 406.096, Texas Labor_i Code) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner- t " operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. s � .. 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. The Contractor shall obtain from each person providing services on the project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity shall have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The Contractor shall contractually require each person with whom it contracts to provide services on the project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and 9 �.1 G (2) a new certificate of coverage showing extension of coverage, prior to the end of A. the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; it (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts to perform as required by paragraphs (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who shall provide services on the project shall be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date borne by such certificate. (4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such certificate. (5) A provision that the policy may be canceled only by mailing written notice to the named insured at the address shown in the bid specifications. (6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of the policies shown on the certificate. (7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job specifications. No substitute of nor amendment thereto will be acceptable. (8) If policy limits are paid, new policy must be secured for new coverage to complete project. (9) A Contractor shall: 10 E'1 (a) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (b) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (c) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project; (d) obtain from each person providing services on a project, and provide to the governmental entity: (i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (ii) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at 800-372-7713 or 512-804- 4000 (wvYw.tdi.state.tx.us) to receive information of the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage;" and (h) contractually require each person with whom it contracts to provide services on a project, to: (i) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (ii) provide a certificate of coverage to the Contractor prior to that person beginning work on the project; 11 i (iii) include in all contracts to provide services on the project the following language: 1..... "By signing this contract or providing or causing to be provided a certificate of coverage, the person signing this contract is representing to the governmental entity that all employees of the person signing this contract who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reprinting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions."; (iv) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (v) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (i)-(vM), with the certificate of coverage to be provided to the person for whom they are providing services. 29. DISABLED EMPLOYEES Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and privileges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees that it will indemnify and save the Owner and all of its Offices, agents and employees, harmless ) against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in any way, manner or form, the demands of subcontractors, laborers, workmen, mechanics, material men and furnishers of machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract 12 and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof. Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner, and all of its Offices, agents and employees harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its Offices, agents and employees harmless from any loss on account thereof. Notwithstanding anything herein to the contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's Representative prior to bidding. 32. LAWS AND ORDINANCES The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations, which in any manner affect the contract or the work, and without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall indemnify and save harmless the Owner, and all of its Offices, agents, and employees against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors. If the Contractor observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in writing prior to bidding and any necessary changes shall be adjusted as provided in the contract for changes in the work. In the absence of timely written notification to Owner's Representative of such variance or variances within said time, any objection and/or assertion that the plans and specifications are at variance with any federal, state or local laws, ordinances or regulations shall be deemed waived. If the Contractor, its employees or subcontractors perform any work contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's Representative, Contractor shall bear all costs arising therefrom. The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein. 33. SUBCONTRACTING The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as provided by the contract documents. 34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and time for completion as specified in the contract documents, of work to be done hereunder are essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced as provided in the contract documents. 13 a If the Contractor should neglect, fail, or refuse to substantially complete the work within the time herein specified, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of SEVEN HUNDRED TWENTY FIVE DOLLARS ($725.00) PER WORKING DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every working day that the Contractor shall be in default after the time stipulated for substantially completing the work It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial t ' completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality. The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and is expressly agreed to be not disproportionate to actual damages as measured at time of breach. IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS OF THE ESSENCE OF THIS CONTRACT. 35. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that when the Owner is having other work done, either by contract or by its own force, the Owner's Representative may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. 36. TIME OF PERFORMANCE The Contractor agrees that it has submitted its bid in full recognition of the time required for the completion of this project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions of paragraph 34 hereinabove set forth and expressly agrees that it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or oth er contractors employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. Any request for extension shall be in writing with the written request for same setting forth all justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the extension no later than twenty (20) calendar days of written submission by Contractor shall be deemed a denial, and final. Further, in the absence of timely written notification of such delay and request for extension, as provided herein, any request for extension by Contractor shall be deemed waived. 37. HINDRANCE AND DELAYS In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in securing material or workmen, or any other cause or occurrence. No charge shall be made by the Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this contract except 14 where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which event, such expense as in the sole judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 38. OUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown, and only when same are expressly stated to be estimates, for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their bids offered for the work. In the event the amount of work to be done and materials to be furnished are expressly stated to be estimated, and only when same are expressly stated to be estimated, it is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project. 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees to indemnify, save and hold harmless the Owner, and any of its Offices, agents and employees, against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising from or growing out of the performance of this contract. 40. PRICE FOR WORK In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the bid proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to - receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner �- and according to this agreement, the attached specifications, plans, contract documents and requirements of Owner's Representative. 41. PAYMENTS No payments made or certificates given shall be considered as conclusive evidence of the performance of the contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's agents and employees, which have not theretofore been timely filed as provided in this contract. 15 42. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall determine the amount to be partially paid. Owner's Representative shall review said application for partial payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month. The determination of the partial payment by the Owner's Representative shall be in accordance with Paragraph 14 hereof. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of the contract documents. Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said partial payment is attributable. 43. SUBSTANTIAL COMPLETION Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31) working days after the Contractor has given the Owner's Representative written notice that the work has been substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time, if the work be found to be substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete the work within the time provided in this contract. 44. FINAL COMPLETION AND PAYMENT The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final completion, the Owner's Representative shall proceed to make final measurement to determine whether final completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion, Owner shall pay to the Contractor on or before the 31st working day after the date of certification of final completion, the balance due Contractor under the terms of this agreement. Neither the certification of final completion nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or warranties implied by law or otherwise. 45. CORRECTION OF WORK Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and Contractor shall at its own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which 16 shall appear within a period of one (1) year from the date of certification of final completion by Owner's Representative. 46. PAYMENT WITHHELD The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of: (a) Defective work not remedied and/or work not performed. (b) Claims filed or reasonable evidence indicating possible filing of claims. (c) Damage to another contractor. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the amount withheld, payment shall be made for amounts withheld because of them. 47. CLAIM OR DISPUTE It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative"Mthin fifteen (15) calendar days after the Owner's Representative has given any direction, order or instruction to which the Contractor desires to take exception. Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by Owner's Representative within fifteen (15) calendar, days of receipt of notice of dispute by Owner's Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's Representative, by Contractor. 48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no further notice of such non-compliance to Contractor shall be required. After receiving said notice of abandonment or non-compliance , the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or otherwise, including, but not limited to, providing for completion of the work in either of the following elective manners: 17 (a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time become due to the Contractor under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In case of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefore. Should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. In the event the Owner's Representative elects to complete the work, as described above, when the work shall have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies that remain on the jobsite and belong to persons other than the Contractor or his Surety, if applicable, to their proper owners. The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in paragraph 34, hereinabove set forth. 18 __J F, 49. LIMITATION ON CONTRACTOR'S REMEDY The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the project which is the subject matter of this contract. 50. BONDS The Contractor is required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the Contractor is required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $50,000. All bonds shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so furnished. 51. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 53. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control its own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. 54. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case of dispute Owner may remove the debris and charge the cost to the Contractor. 55. HAZARDOUS SUBSTANCES AND ASBESTOS Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response, Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a 19 a e i 3 Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in the.. construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5) days of the receipt of said request, said request shall be deemed to be denied. In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage, disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos. 56. NONAPPROPRIATION All funds for payment by the City under this contract are subject to the availability of an annual appropriation for i this purpose by the City. In the event of non -appropriation of funds by the City Council of the City of Lubbock for the goods or services provided under the contract, the City will terminate the contract, without termination charge or other liability, on the last day of the then -current fiscal year or when the appropriation made for the then -current year for the goods or services covered by this contract is spent, whichever event occurs first. If at any time funds are not appropriated for the continuance of this contract, cancellation shall be accepted by the Seller on thirty (30) days prior written notice, but failure to give such notice shall be of no effect and the City shall not be obligated under this contract beyond the date of termination. 57. THE CITY RIGHT TO AUDIT At any time during the term of this Contract and for a period of four (4) years thereafter the City or a duly I authorized audit representative of the City, or the State of Texas, at its expense and at reasonable times, reserves the right to audit Contractor's records and books relevant to all services provided under this Contract. In the event such an audit by the City reveals any errors/overpayments by the City, Contractor shall refund the City the full .amount of such overpayments within thirty (30) days of such audit findings, or the City, at its option, reserves the right to deduct such amounts owing the City from any payments due Contractor. 58. NON -ARBITRATION The City reserves the right to exercise any right or remedy available to it by law, contract, equity, or �. l otherwise, including without limitation, the right to seek any and all forms of relief in a court of competent jurisdiction. Further, the City shall not be subject to any arbitration process prior to exercising its unrestricted right to seek judicial remedy. The remedies set forth herein are cumulative and not exclusive, and may be exercised concurrently. To the extent of any conflict between this provision and another provision in, or related to, this document, this provision shall control. 20 DAVIS BACON WAGE DETERMINATIONS Page Intentionally Left Blank General Decision Number: TX12000711/06/2112 TX7 Superseded General Decision Number: TX20100008 State: Texas Construction Types: Heavy and Highway Counties: Armstrong, Carson, Crosby, Ector, Irion, Lubbock, Midland, Potter, Randall, Taylor and Tom Green Counties in Texas. C, HEAVY & HIGHWAY CONSTRUCTION PROJECTS Modification Number Publication Date 0 01/06/2012 * SUTX2011-002 08/02/2011 Rates Fringes CEMENT MASON/CONCRETE FIMSHER (Paving & Structures) ... $ 13.55 ELECTRICIAN ...................... $ 20.96 FORM BUILDER/FORM SETTER Paving & Curb ...............$ 12.36 Structures ..................$ 13.52 fl LABORER Asphalt Raker ................ $ 12.28 Flagger.....................$ 9.30 Laborer, Common .............$ 10:30 Laborer, Utility ............ $ 11.80 Work Zone Barricade Servicer....................$ 10.30 n POWER EQUIPMENT OPERATOR: Asphalt Distributer ......... $ 14.87 Asphalt Paving Machine ...... $ 13.40 Broom and Sweeper ........... $ 11.21 Crane, Lattice Boom 80 4' Tons or Less ................$ 16.82 Crawler Tractor Operator .... $ 13.96 Excavator, 50,000 lbs or less .... $ 13.46 Front End Loader Operator,Over 3 CY.... $ 12.77 Front End Loader, 3CY or less ......... $ 12.28 LoaderBackhoe.............. $ 14.18 Mechanic .................... $ 20.14 Milling Machine ............. $ 15.54 Motor Grader, Rough ........ $ 16.15 Motor Grader, Fine .......... $ 17.49 _ Pavement Marking Machine .... $ 16.42 Reclaimer/Pulverizer........ $ 12.85 Roller, Asphalt ............. $ 10.95 Roller, Other ...............$ 10.36 Scraper .....................$ 10.61 Spreader Box.......... ...... $12.60 Servicer .........................$ 13.98 Steel Worker (Reinforcing) ....... $ 13.50 TRUCK DRIVER Lowboy -Float ................ $ 14.46 Single Axle .................$ 12.74 Single or Tandem Axle Dump..$ 11.33 Tandem Axle Tractor with Semi ........................ $ 12.49 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses 29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non -union. Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four -digit number, 0198, that follows indicates the local union number or district council number where applicable,i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2011, following these characters is the effective date of the most current negotiated ratelcollective bargaining agreement which would be July 1, 2011 in the above example. Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rate. Non -Union Identifiers Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non -union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date. Survey wage rates will remain in effect and will not change until a new survey is conducted. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination L * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling j On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)and 3.)should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in L)is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party mayt4ppeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION Patie Intentionally Left Blank SPECIFICATIONS Page Intentionally Left Blank GENERAL NOTES GOVERNING SPECIFICATIONS AND SPECIAL SPECIFICATIONS All specifications and special provisions applicable to this project are identified as follows: STANDARD SPECIFICATIONS: Adopted by the Texas Department of Transportation June 1, 2004. Standard specifications are incorporated into the contract by reference. Item 420 Concrete Structures (421)(440) Item 500 Mobilization Item 502 Barricades, Signs and Traffic Handling Item 506 Temporary Erosion, Sedimentation, and Environmental Controls Item 618 Conduit (400)(445)(476)(622) Item 620 Electrical Conductors Item 624 Ground Boxes (421) (440) Item 628 Electrical Services (618) (620) (627) (656) Item 656 Foundations for Traffic Control Devices (420) (421) (432) (440) (449) (618) SPECIAL PROVISONS: Contractor's Qualifications The bidder will be required to provide the resume(s) of the person(s) who will be in responsible charge of the installation and testing of the fiber optic cable. A minimum of two years of responsible charge experience is required with both installation and testing though the experience may have run concurrently; the installation of conduit systems for fiber optic cable, the pulling installation of fiber optic cable through conduit systems; and the testing of fiber optic cable including that with the OTDR during which time the person(s) whose resume(s) is/are being submitted was either in responsible charge of the work or was actually performing the work or both. The bidder shall provide references for at least two projects that he/she has completed and for which the person(s) who will be in responsible charge has completed over a recent two year period of time where; 1. A minimum of five (5) miles of fiber optic cable was pulled through an outdoor conduit system, or aerial installed cable; and terminated in ground boxes, field cabinets, and/or buildings. 2. The full length of each project was successfully tested and completed by the contractor and/or the projected person(s) in responsible charge and accepted by the contracting City of Lubbock GN-1 03/22/12 jurisdiction. 3. The fiber optic systems have been in successful operation for a minimum of one year. SPECIAL SPECIFICATIONS: 6013 Electronic Components 8368 Preparation of Existing Conduits, Ground Boxes, or Manholes 1,001 Fiber Optic Cable L002 Category 5e Ethernet Cable L003 ITS Hub Cabinet The above -listed specification items are those under which payment is to be made or that govern pertinent work elements that are subsidiary to other pay items. These, together with such other pertinent items, if any, as may be referred to in the above -listed specification items, constitute the complete specifications for this project. Special Specifications 1,001 through L003 are specific to the City of Lubbock. BACKGROUND — AVENUE A PROJECT: The City of Lubbock Traffic Engineering Department is procuring the equipment and services associated with the Avenue A project to install a 96-strand single mode fiber backbone to support the City's Advanced Traffic Management System (ATMS). The Avenue A project will connect the City of Lubbock Traffic Management Center (TMC) with the TxDOT TMC located on the TxDOT campus near the southeast corner of the Interstate-27 and Slaton Road intersection. Approximately 30,500 linear feet of proposed 96-strand fiber optic cable backbone will connect the City TMC with a proposed patch panel located at the Lubbock Power and Light (LP&L) power substation located just east of the TxDOT facilities. From the LP&L power substation an existing 24-strand fiber optic cable will provide a connection to TxDOT's TMC. The backbone cable will predominantly be installed aerially using existing overhead utility poles. Several segments along the project route will require new underground conduit. The anticipated route from the City TMC will be east along loth Street to Buddy Holly Avenue, south along Buddy Holly Avenue to Broadway Avenue, east down Broadway Avenue to the alley running parallel to and between Avenue G and Avenue F, south down this alley to 13th Street, west along 13th Street to the alley located parallel to and between Buddy Holley Avenue and Crickets Avenue, south down this alley to 19th Street, east along 19th Street to Avenue A, south along Avenue A, continuing south along Ash Avenue to 66th Street, and finally west along 66th Street to the Lubbock Power and Light power substation. The project route will then utilize existing conduit/fiber located between the LP&L power substation and TxDOT's campus. The final backbone cable route may be adjusted based on conditions observed in the field and in locations where minimum overhead clearance cannot be obtained. A total of three ITS hub cabinets will be installed along the project route at the three major arterial crossing (19th Street, 34th Street, and 50th Street). These ITS hub cabinets will be used City of Lubbock GN-2 03/22/12 to connect fibers running along each major arterial to the City's fiber backbone. A 12-strand fiber optic drop cable or Category 5e Ethernet cable will be installed to each intersection located _ along the project route where it will be terminated in a patch panel or network hardware located inside the traffic signal cabinet. The proposed project path crosses two existing railroads. Coordination with the entity controlling each railroad will be required to obtain approval to cross subject right-of-way. BACKGROUND —19TH STREET PROJECT: The City of Lubbock Traffic Department is procuring the equipment and services associated with the 19`h Street project to install a 36-strand single mode fiber arterial cable to support the City's Advanced Traffic Management System (ATMS). The 19`h Street arterial fiber cable will originate from an ITS Hub located at the intersection of 19`h Street and Memphis Ave. and terminate at the ITS Hub located at 191h Street and Avenue A. This arterial fiber will provide connectivity between the western and eastern ends of the proposed 96-strand single mode fiber backbone ring. Also as part of this project, a 36-strand single mode arterial cable will be installed along University Avenue. This cable will be spliced to the 19th Street fiber cable in an alley near 19`h Street and University Avenue and terminate into an ITS Hub cabinet to be installed as part of this project at Marsha Sharp Freeway. The 19`h Street arterial cable will be predominantly be installed aerially to existing overhead utility poles. Several segments along the project route will require new underground conduit. The anticipated route from Avenue A will follow the City's existing copper interconnect cable, traversing through alleys parallel to 19'h Street. Further information as to the 19`h Street fiber routing may be found in the plans. The University Avenue arterial cable will be installed underground on the west side of University Avenue. The proposed path is on property owned by Texas Tech University. Texas Tech must be notified and approve any work before it can be done on their property. The final arterial cable routes may be adjusted based on conditions observed in the field and in locations where minimum overhead clearance cannot be obtained. A total of two ITS hub cabinets will be installed along the project route, one at the intersection of Memphis Avenue and 19`h Street, and the other at the intersection of Marsha Sharp Freeway and University Avenue. These cabinets will connect fiber optic cable running along each major arterial to the City's fiber backbone ring. A 12-strand fiber optic drop cable or Category 5e Ethernet cable will be installed to each intersection located along the project route where it will be terminated in a patch panel or network hardware located inside the traffic signal cabinet. L ' BACKGROUND — 50' STREET PROJECT: The City of Lubbock Traffic Department is procuring the equipment and services associated with the 50th Street project to install a 36-strand single mode fiber cable to support the City's Advanced Traffic Management System (ATMS). The 50`h Street fiber cable will originate from an ITS Hub at the intersection of Loox 289 at Slide Road, run north along Slide Road to 50`h Street, then turn east and run along 50 Street and terminate at the ITS Hub at Avenue A. This City of Lubbock GN-3 03/22/12 fiber cable will provide a connection to the southern and eastern side of a proposed 96-strand single mode fiber backbone ring. The Mh Street fiber cable will predominantly be installed aerially to existing overhead utility poles. Several segments along the project route will require new underground conduit. The anticipated route will follow the City's existing copper interconnect cable, traversing through alleys parallel to 50t' Street. Further information as to the 50'h Street fiber routing may be found in the plans. The final fiber cable route may be adjusted based on conditions observed in the field and in locations where minimum overhead clearance cannot be obtained. A total of one ITS hub cabinet will be installed along the project route at the intersection of Loop 289 and Slide Road. This cabinet will connect fiber cables running along 50`h Street to the City's fiber backbone ring. A 12-strand fiber optic drop cable or Category 5e Ethernet cable will be installed to each intersection or minor arterial located along the project route where it will be terminated in a patch panel or network hardware located inside the traffic signal cabinet. SCOPE OF WORK: Under this contract, the contractor's work will consist of the following principal items; 1) Furnish and installation of PVC, RMC, or steel conduit/casing of the size and type as shown in the bid package. 2) Furnish and installation of fiber optic cable underground and aerial of the size and type as shown in the bid package. Prepare and make ready all aerial installations. 3) Furnish and installation of fiber optic patch panels of the size and type as shown in the bid package. Types of patch panels vary depending on type of cable used. 4) Furnish and installation of No. 8 bare and insulated conductor for use as a fiber tracer, grounding conductor, or electrical conductors. 5) Furnish and installation of Type 1 and Type D ground boxes with concrete aprons. 6) Furnish and installation of ITS Hub Cabinets and foundations of the size and type as shown in the bid package. 7) Furnish and installation of electrical services to the ITS Hub Cabinets. 8) Furnish and installation of Category 5e Ethernet cables as detailed in the bid package. 9) Verifying the usability of the existing conduit infrastructure and making the existing infrastructure ready for the installation of new cable. 10) Testing and final acceptance of fiber optic cabling and Category 5e Ethernet cabling installed on this project. 11) Providing all required construction work zone traffic control. 12) Furnishing and installing all necessary erosion control devices. 13) Furnishing and installing all other miscellaneous items essential for a complete and fully operational fiber cable network. City of Lubbock GN-4 03/22/12 m General: The contractor's representative who will be directly responsible for construction of this project will need to attend the pre -construction conference. The contractor will only be allowed to work on this project during daylight hours (dawn to dusk). No signal will be removed from operation unless directed by the City of Lubbock. For the purpose of clarification, any reference to TxDOT and/or Department within the special provisions or special specifications shall mean the City of Lubbock. The City of Lubbock will be responsible for providing and installing the traffic signal controllers, media converters, and Ethernet switches noted in the plans. Quantities of equipment and services included in this project are an estimate and represent, to the best ability of the engineer, the equipment needed for the project. Actual quantity amounts may be higher or lower than those shown in the quantity sheet. The contractor will be responsible for coordination with the building facilities manager(s) for the installation of fiber optic cable and/or conduit within each City, LP&L, or TxDOT facility. Documentation: Provide "as -built" documentation for the entire system and all of its individual components. Supply 3 copies of the following in a manual for each equipment component: • Complete and accurate schematic diagrams. • Complete and accurate cabinet, enclosure, and building wiring diagrams. • Complete installation procedures. • Complete performance specifications (functional, electrical, mechanical and environmental) on the unit. • Complete parts list including names of vendors for parts not identified by universal part numbers such as JEDEC, RETMA, or EIA. • Pictorial of component layout on circuit board. • Complete maintenance and trouble -shooting procedures. • Complete stage -by -stage explanation of circuit theory and operation. • Complete and detailed system operations manuals. Final Acceptance: City of Lubbock GN-5 03/22/12 Final acceptance is made when all work is complete, the system has successfully completed all test requirements, and the City, in writing, accepts all work for the work locations in the Contract in accordance with the Contract provisions. Warranty: Guarantee equipment furnished and installed to perform according to the manufacturer's published specifications. Warrant equipment against defects or failure in design, materials, and workmanship in accordance with the manufacturer's standard warranty. Supply equipment with no less than 95% of the manufacturer's warranty remaining on the date that equipment invoices are submitted for final payment. Any equipment with less than 95% warranty remaining will be rejected. The Contractor shall warrant or guarantee all such electronic, electrical, and mechanical equipment, materials, technical data, and products furnished and installed for a period of 1 year after final acceptance of the project by the City. The Contractor's warranty or guarantee shall provide for the "on -site" repair or replacement, at the Contractor's option, within 2 working days and at no cost to the City. Once the Contractor's warranty or guarantee expires, assign to the City any manufacturer's standard warranty or guarantee coverage still remaining on all such electronic, electrical, and mechanical equipment, materials, technical data, and products furnished for and installed on the project. Repair or replace defective equipment, at the manufacturer's option, at no cost to the City. Utilities: The contractor is responsible for verifying the location of all utilities and underground structures before making any excavations. The contractor shall take extreme care when excavating or drilling in the vicinity of utilities. The contractor may be required to probe or expose these facilities. The contractor will be responsible for all damages to utilities. The contractor shall take all precautions to protect and save harmless all utilities both seen and unseen. As a precaution to this end the Contractor shall request all utility owners to locate the position of their underground facilities before he/she proceeds with work in each area. Railroad Crossings: There are two railroad crossing within the limits of the project. The first crossing is at along 19`h Street just west of Avenue A. This crossing is maintained and operated by BNSF. Contact 1-800-832-5452 and specify DOT#0149660 for the utility locate prior to any work being done. Notify BNSF ten (10) days prior to beginning work within their right-of-way. The Engineer will provide an Exhibit A to the City for execution of a permit for the work. City of Lubbock GN-6 03/22/12" The second crossing is along Avenue A north of 34d' Street. The crossing is operated and maintained by Pyco. No permit is required for work under this crossing. Prior to beginning work, contact RW Chisum at 1-806-632-8640 and notify him when construction will be taking place. Utility locates will need to be conducted seven (7) days prior to beginning work. For both crossings, install a 6" steel casing at a minimum depth of 5 feet below bottom of rail to top of casing pipe. The steel casing must nun the entire width of the railroad right-of-way. Install 4" PVC conduit within the steel casing. ITEM 502 BARRICADES SIGNS AND TRAFFIC HANDLING: The traffic control plans (TCP) for this project shall be as detailed on traffic control plan sheets, TCP(1-1 thm 1-2) -98, TCP (2-1, 2-2) — 98 and WZ (BTS-1),(2)-99, and as directed by the engineer. The contractor is fully responsible for traffic control and will be responsible for furnishing all the necessary signs, cones, and barricades. The contractor is fully responsible for controlling traffic (including providing police officers when needed, and temporary stop signs) if it should become necessary for a signal to become inoperative due to the nature of the work involved. If at any time the existing traffic signals become inoperable, the contractor shall provide portable stop signs with two orange flags, as approved by the engineer or the City, to be used for traffic control. Thoroughfare intersections must be controlled by a Police officer if the signal becomes inoperable. Fiaggers, when used, shall have had advance training through a course certified or approved by IMSA or TxDOT or both or by an individual who has been certified as having passed courses offered by same or be under the direct supervision of a person trained accordingly. Further, flaggers shall be equipped with approved flagging vests and hard hats. They shall use a "slow - stop" paddle. The contractor shall plan his work sequence in a manner that will cause the minimum interference with traffic during construction operations. Before beginning work on this project, the contractor shall submit, for approval by the engineer, a plan of construction operations outlining in detail a sequence of work to be followed, setting out the method of handling traffic along, across, and adjacent to the work. Barricades and signs shall be placed in such a manner as to not interfere with the sight distance of drivers entering the highway from driveways or side streets. The contractor will not be permitted to commence work on the road before sunrise and shall arrange his/her work so that no machinery or equipment is within 30 ft. from the edge of travel way after sunset, except as authorized by the engineer. Equipment located within 30 ft. from the edge of travel way after sunset will require barricades or cones to provide warning. ',..., City of Lubbock GN-7 03/22/12 The contractor shall keep traveled surfaces used in his/her hauling operations clear and free of dirt or other material. The use of rubber -tired equipment will be required for moving dirt and other materials along or across paved surfaces. No lane closures will be allowed prior to 8:30 a.m. or after 4:00 p.m., Monday thru Friday unless otherwise directed by the City of Lubbock. ITEM 618 CONDUIT: The location of conductor, conduit, and ground boxes are diagrammatic only and may be shifted by the contractor to accommodate field conditions. Contractor to receive written approval from the City of Lubbock or their designated representative on all changes needed to accommodate field conditions. Conduit shall be installed at a minimum depth of 36 inches below grade. Conduit shall be placed under existing pavement by an approved jacking or boring method unless otherwise directed by the engineer. Pits for jacking or boring shall not be closer than 2 feet from the edge of the pavement unless otherwise directed by the engineer. Water jetting will not be permitted. Backfill bore pits, trenches, and any other excavation measures with appropriate backfill material in accordance with Item 400, "Excavation and Backfill for Structures" and meet City of Lubbock compaction requirements as identified in the City's compaction ordinance. When boring is used for under pavement conduit installations, the maximum allowable overcut shall be 1 inches in diameter. When conduits are bored, the vertical and horizontal tolerances shall not exceed 18 inches as t measured from the intended target point. The use of a pneumatically driven device for punching holes beneath the pavement (commonly ._ known as a "missile") will be permitted on this project for distances less than 50 feet. The contractor shall install a pull rope in conduit runs in excess of 50 feet. A cleaner -primer shall be used on all PVC to PVC joints before application of PVC cement. Conduit installed for future use shall have non-metallic pull ropes and tracer wire (See Item 620) installed and shall be capped using standard weather tight conduit caps, as approved by the engineer. This work shall not be paid for directly but shall be considered subsidiary to this item. 1_ High -density polyethylene (HDPE) pipe may be threaded and used with threaded PVC connectors or couplings. L_ City of Lubbock GN-8 03/22/12 PVC conduit systems that snap or lock together without glue that are designed and UL listed to be used for bored PVC electrical conduit applications will be allowed for bored PVC schedule 40 or schedule 80, when approved by the engineer. No additional compensation will be paid to the contractor when these specific purpose conduit systems are substituted for this purpose. All conduit elbows and rigid metal extensions required to be installed on PVC conduit systems will not be paid for separately, but will be considered subsidiary to various bid items. ITEM 620 ELECTRICAL CONDUCTORS: A continuous green insulated No. 8 AWG copper wire or larger shall be installed in every conduit throughout the electrical system, as detailed in the plans, in accordance with item 620, the electrical detail sheets, and the latest edition of the National Electrical Code. Grounding conductors that share the same conduit, junction box, ground box or structure shall be bonded together at every accessible point in accordance with the National Electrical Code. ITEM 624 GROUND BOX: All ground boxes furnished by the contractor shall have "Danger High Voltage" and "Traffic Management" imprinted on the cover. Where right-of-way, physical constraints, or field conditions do not provide adequate room for the installation of a Type 1 ground box, contractor to furnish and install a Type 1 modified ground box as detailed in the plans. All ground boxes installed on this project will include a concrete apron if installed in landscape ground. ITEM LOOL FIBER OPTIC CABLE The contractor will be furnishing and installing self supporting ADSS fiber optic cable in this project. Details as to the type and characteristics of fiber optic cable being provided can be found within this special specification and the plans. Provide a 1 foot long sample of the type of cable proposed in the bid to the City of Lubbock for approval prior to installation. All mounting equipment and materials needed to install fiber optic cable ("make ready") aerially along a line of timber poles shall be subsidiary to Item L001 and included in the price of the fiber optic cable. This also includes mounting equipment and materials associated with cable storage rack systems. Contractor shall terminate fibers into the back of the fiber patch panel as detailed in the plans. Terminate fibers using SC-APC connectors. Contractor to furnish and install fiber optic jumpers City of Lubbock GN-9 03/22/12 as detailed in the plans for the connection of City supplied network equipment. Fiber optic jumpers to be fitted with SC-APC connectors and left neatly coiled and labeled inside the cabinet for the City of Lubbock. Contractor to conduct pre -installation, post installation, and final end -to -end test as defined in SP L001 — Fiber Optic Cable. These tests shall be conducted point-to-point between ITS Hub cabinets from network equipment to network equipment as well as end -to -end between the City of Lubbock TMC and the LP&L substation from network equipment to network equipment. Provide the results of each test to the City of Lubbock for approval. Label the fiber connector modules with information pertaining to the cable identification, fiber number, and direction. Use long lasting, water proof, permanent labels for labeling. No paper labels. Labeling approach shall be discussed with the City of Lubbock and approved prior to installation. The contractor shall coil a minimum 50 feet of additional fiber optic cable slack in each Type 1 ground box or as specified in the plans. Actual slack quantities have been called out in the design and noted in the conduit and cable charts. Splice enclosures shall be neatly placed at the bottom of the ground box with excess fiber coiled and placed on the side of the ground box. All aerial fiber optic cable installation shall have a minimum vertical ground clearance of 18 feet at any point. Additionally, all aerial fiber optic cable installation shall have a minimum clearance of 40 inches between any existing electrical lines and 12 inches between any existing communication lines. The City of Lubbock's existing ATMS copper interconnect cable(s) is exempt from the 12 inch requirement. When clearance requirements cannot be met due to existing conditions, notify the City of Lubbock. An alternative mounting/installation solution will be provided by the City of Lubbock. Aerial splice enclosure and slack cable storage system installation and locations have been detailed in the plans. Construct according to details D02 and D03. Existing copper interconnect cable(s) as part of the City of Lubbock's existing ATMS system is present in some sections of the project where aerial fiber optic cable is to be installed. Contractor to install 36 strand fiber optic arterial or 96-strand fiber optic backbone along the same path as the copper interconnect cable(s) and for most locations along the same vertical alignment. To keep the existing ATMS system operational during construction, the copper cable must not be removed or damaged. Contractor to maintain cable clearance requirements from all other electrical and communications cables with the exception of the existing copper ATMS interconnect cable. Once the new fiber optic ATMS network has been installed the contractor shall remove and salvage the existing copper interconnect cable(s) at the City's discretion. Contractor is to coordinate with the City of Lubbock as to which cables can be removed and City of Lubbock GN-10 03/22/12� I salvaged. The City of Lubbock will provide the contractor with a map showing the locations of the ATMS copper interconnect system. Contractor shall not lash fiber optic cable to existing communications cables. Contractor shall provide a 12-port patch panel for each traffic signal cabinet. The patch panel may be rack mountable or wall mountable depending on the amount of space available in the cabinet. A minimum 36-port patch panel shall be provided for each ITS Hub Cabinet. The first two connector modules are reserved for future use. Connector modules 3 through 6 are for termination of the backbone cables. Consult the fiber termination sheets for further information. Contractor shall provide a wall mountable 96-port patch panel at the LP&L substation. Position the patch panel at a height to accommodate a future 96-port patch panel underneath while allowing adequate height for service on both panels. Terminate all 96 fibers inside the patch panel. Contractor shall provide a rack mountable 96-port patch panel at the City of Lubbock TMC. Position the patch panel at a height to accommodate a future 96-port patch panel underneath while allowing adequate height for service on both panels. Terminate all 96 fibers inside the patch panel. ITEM L002 CATEGORY 5E ETHERNET CABLE Install each- Category 5e Ethernet cable from the traffic signal cabinet to the ITS Hub cabinet as detailed in the plans. Provide 10 feet of slack cable inside each cabinet and within each ground box. Provide a cable with factory connectors. Perform a test on the Category 5e Ethernet cable after installation in accordance with Special Specification L002 and provide the results to the City. ITEM L003 ITS HUB CABINET Furnish and install cabinet and foundation meeting the requirements in the specifications and detailed in the construction plans. The construction of the foundation will be subsidiary to Item L003. Lill City of Lubbock GN-11 03/22/12 CITY OF LUBBOCK SPECIFICATION L001 Fiber Optic Cable 1. Description. This specification covers the requirements for single mode, all dielectric, fiber optic cable for aerial and conduit installation within the City of Lubbock. Furnish, install, splice, field terminate, and test the fiber optic cables. 2. Materials. A. General Requirements. Provide new corrosion resistant materials that comply with the details shown on the plans and the requirements of this Item. Provide splicing kits, fiber optic cable caps, moisture/water sealants, terminators, splice trays, fiber distribution housings, a fiber distribution unit, fiber interconnect housing, fiber optic jumpers, and accessories to complete the fiber optic cable system. Furnish equipment for installation, splicing, and testing. B. Cable Requirements. Furnish multipurpose fiber optic cable with all dielectric self supporting (ADSS) construction suitable for aerial or conduit installation and shall meet the requirements of IEEE 1222, Standard for All -Dielectric Self -Supporting Overhead Utility Cables. The cable shall consist of a central strength member, wrapped with single mode optical fibers in flooded, loose, buffer tubes. Splice or terminate fiber optic cables in field cabinets and buildings that comply with the details shown in the plans, and the requirements of this Item. Furnish one fiber optic cable composed of singlemode glass fibers. Use fiber optic glass from Corning, Lucent, or approved equal. Provide fiber optic cable from a single manufacturer. C. Optical Requirements. Optical Requirements Singlemode Cable Configuration: Core Diameter (microns) 8.3 ± I Cladding Diameter (microns) 125 ± 2 Attenuation (dB/an): 1310 nm 1 0.35 or less 1-10 L001 � 4 05-11 -- f _ Sin lemode 1550 nm 0.25 or less Bandwidth MHz -km 850 nm N/A 1300 nm N/A Dis ersion s/nm-km : 1310 nm 3.2 1550 nm 17 1. Cable Configuration. Provide a cor%ladding size in accordance with Table 1 "Optical Requirements." 2. Attenuation. Provide attenuation in accordance with Table 1, "Optical Requirements." 3. Bandwidth and Dispersion. Provide bandwidth and dispersion in accordance with Table 1, "Optical Requirements." D. Mechanical Requirements. 1. Fibers. Provide the number of fibers as shown on the plans. All fibers in the loose tube shall be of all silica composition and shall be continuous within the length of cable. No factory splices or repairs are permitted. 2. Core/Clad Concentricity. Provide an offset between the center of the core and cladding less than 0.8 microns for singlemode cable. The cable core shall consist of buffer tubes helically stranded, torsion free, around an all dielectric, anti -buckling, central strength member made of composite glass rod with expansion and contraction characteristics similar to the optical fiber. 3. Primary Coating. Provide fiber with a coating diameter of 250 ± 15 microns. 4. Sag and Tensile Strength. Provide a cable meeting the requirements for sag and tension data for NESC heavy loading at 200, 300, 400, 500, and 600 foot spans. 5. Bend Radius. Provide a cable withstanding a bending radius of 10 times its outer diameter during operation, and 20 times its outer diameter during installation without changing optical fiber characteristics. 6. Buffering. Use a buffering tube or jacket with an outer diameter of 1.0 to 3.0 mm containing 12 individual fiber strands that are free from holes, splits, blisters and other imperfections. The buffer tubes and interstices of the loose tube core must be gel filled to prevent the ingress of moisture. No more than twelve fibers will be permitted in any one buffer tube. The 2-10 L001 05-11 gel compound must be easily removable with a conventional non -toxic cleaning solvent and will not drip or leak at 65°C as per EIA-455-81. The fiber coatings and buffer tubes shall be removable by mechanical means throughout the operating temperature range of the cables. 7. Color Coding. Provide separate color codes for each fiber buffer tube and different color codes within unit tubes or sub -bundles. Use color codes in accordance with TIA/EIA-598. S. Cable Configuration. Provide cables with a reverse oscillation or planetary stranding structure. Group each cable in sub -bundles of 6 or 12. Jacket construction and group configuration should separate at splice points to cut and splice 1 set of fibers while the others remain continuous. Submit cable designs for approval. Strand loose buffer tubes around a dielectric central anti -buckling strength member. Provide dielectric aramid and fiber glass yam strength members with the specified strength for the cable. Provide the cable with a water -blocking material, which is non -hygroscopic, non -nutritive to fungus, non-conductive, non -toxic, and homogeneous. Apply a polyethylene inner jacket over the cable core, and enclose entire cable with an ultraviolet -stabilized polyethylene outer jacket. Provide the cable with strength members applied over the inner jacket. Apply the outer jacket directly over the strength member layer. Demonstrate crush and abrasion resistance of the final cable design, and conduit installation under tensile loads and multiple bends. Provide fiber optic cables such that the fibers do not experience any strain during sustained NESC Heavy loading and a 600 foot ruling span. 9. Diameter. Provide a maximum 17 mm outer diameter for each cable or as directed. 10. Environmental Requirements. Provide cable that functions In a temperature range from -4OOF to 1580F, is suitable for an outdoor environment, and for Immersion in water for indefinite periods of time. 3. Construction. Install the fiber optic cable without changing the optical and mechanical characteristics of the cables. Utilize available machinery, jacking equipment, cable pulling machinery with appropriate tension monitors, splicing and testing equipment, and other miscellaneous tools to install the cable, splice fibers, attachment connectors, and mounting hardware in cabinets employed with the above "Mechanical Requirements" Avoid jerking the cable during installation. Adhere to the maximum pulling tensions and bending radii as specified by the manufacturer. Use installation techniques and fixtures that provide for ease of maintenance and easy access to the components for testing and measurements. A. Installation. Install fiber optic cable aerially along a line of poles and/or in conduits as directed in the plans. If required, relocate existing cable to allow new fiber optic cable routing in conduits. When installing aerially, the cable is self supporting and secured to the pole by means of an approved mounting bracket. No lashing is allowed. 3-10 L001 05-11 Within the downtown central business district, north of 19`' Street, fiber will be installed aerially on a network of poles that may carry legacy Traffic Department copper communications lines. Where legacy copper communications lines are present, asecure the fiber optic cable along the same path and alignment as the copper cable. Coordinate with the City of Lubbock on the removal of the copper communications �¢ lines and return to the City of Lubbock. When pulling the cable, do not exceed the bending radius. Use rollers, wheels, or guides that have radii greater than the bending radius. Provide separate grooved rollers for each cable when simultaneously pulling multiple cables. Use a lubricating compound to minimize friction. Use fuse links and breaks. Measure the pulling tension. Do not exceed a pulling tension as identified by NESC heavy loading. IJ Seal conduits with a 2 part urethane after installation of cable. B. Cable Installation between Pull Boxes and Cabinets/Buildings. Do not ..J break or splice a second interconnect cable to complete a run when pulling the cable from the nearest ground box to a cabinet or building. Pull sufficient length of cable in the ground box to reach the designated cabinet or building. Pull the cable through the cabinet to coil, splice, or ? 4 terminate the cable in the cabinet or building. Avoid bending the cable beyond its minimum bend radius. Coil and secure, with industry standard cable weather proof zip tie or equivalent, the cable inside the cabinet, building, or boxes for future splicing or termination as shown in the plans. Coat the open end of the coiled cable with protective coating and provide a dust cap. 1 C. Splicing Requirements. Splice fibers as shown on the plans, in accordance with TIA/EIA-568, TIA/EIA-758, or as directed. Use the fusion technique on the splices. Use fusion splicing equipment recommended by the cable manufacturer. Clean, calibrate, and adjust the fusion splicing equipment at the start of each shift. Use splice enclosures, organizers, cable end preparation tools, and procedures compatible with the cable fiunished. Package each spliced fiber in a protective sleeve or housing. Re -coat bare fiber with a protective 8 RTV, gel or similar substance, before the application of the sleeve or housing. Perform splices with losses no greater than 0.10 dB for singlemode cable. Use an Optical Time Domain Reflectometer (OTDR) to test splices in accordance with Section 5.A.1. Record splice losses on a tabular form and submit it for approval. D. Termination Requirements. Provide matching connectors with 900 micron buffer fiber pigtails of sufficient length and terminate the corresponding optical fibers in cabinets where the optical fibers are to 4-10 L001 05-11 ri i be connected to terminal equipment. Buffer, strengthen, and protect fiber pigtails with dielectric aramid yarn and outer PVC jacket to reduce mishandling that can damage the fiber or connection. Use epoxy style 3 connectors. Do not use crimp on connectors. Terminate singlemode fiber optic cable with SC-APC connectors, unless otherwise shown on the plans. 4- Ensure connector pigtail/splice loss for complete connection at the patch panel in front of the terminal equipment does not exceed a mean of 0.4 dB mated pair with a maximum loss of 0.75 dB. Maintain this loss characteristic for a minimum of 500 disconnections and reconnections with periodic cleanings. Qualify and accept connectors by the connector -to -connector mating using similar fibers. Use connectors that meet the TIA/EIA-568 fiber optic test procedures for singlemode specifications. Test connections at the patch panel and splices made between cables to pigtails with the OTDR to verify acceptable losses. J Remove 5 ft. of unused optical fibers at the ends of the system from the buffer tube(s) r and place coiled fibers into a splice tray. Clean the water blocking compound from the Li fibers destined for splice tray usage. E. Fiber Optic Accessories. 1. Rack Mount Splice Enclosures. Provide a 19 in. rack mounted splice enclosure module to hold spliced flbers as shown in the plans. Splice or terminate fibers inside rack mounted fiber optic splice enclosures. Provide an enclosed unit enclosure designed to support a minimum of 4 cables, ranging from a minimum size of 12 fibers to a maximum of 96 fibers. Provide enclosures that support up to 96 fiber optic connectors in bulkheads. Provide splice enclosures containing mounting brackets with 4 cable clamps. Install the cable according to the manufacturer's standards for the cable distribution panel. 2. Fiber Distribution Housings. Install the cables according to the manufacturer's standards for the rack mount splice enclosure, fiber distribution housing, and splice trays. Coil and protect a maintenance loop of at least 5 & of buffer tube inside the rack mount, fiber distribution housing, or splice tray. Allow for future splices in the event of a damaged splice or pigtail. a. Hub Cabinet. Terminate or splice fibers inside the compact and modular fiber distribution housing in the cabinet. Provide a minimum 9 in. x 17 in. x 12 in. (h x w x 1) housing, each housing having 6 snap -in simplex connector panel modules, each module having 6 fiber termination/connection capabilities. Use a pre -assembled compact modular unit snap -in simplex connector panel module, with a removable cover having 6 pre-connectorized fiber pigtails, interconnection sleeves, and dust caps installed by the manufacturer. Provide a 12 fusion splice tray capability housing, each tray holding 12 fusion splices as shown in the plans. Stack splice trays on a rack to permit access to individual trays without disturbing other trays. Locate the rack on a pull- out shelf. Protect the housing with doors capable of pivoting up or down and sliding into the unit. Document the function of each terminated/spliced fiber, along with the 5-10 L001 05-11 designation of each connector on labels and charts on the housing door. Provide each housing with strain relief. Terminate singlemode fiber optic cable with SC-APC connectors, unless otherwise shown on the plans. ' b. Traffic Cabinet. Terminate ors lice fibers inside the compact and modular fiber distribution housing in the cabinet. Provide a minimum 1.75 in. x 17 in. x 12 in. (h x w x 1) housing, each housing having 6 snap -in simplex connector panel modules, each module having 6 fiber termination/connection capabilities. Use a pre -assembled compact modular unit snap -in simplex connector panel module, with a removable cover having 6 pre-connectorized fiber pigtails, interconnection sleeves, and dust caps installed by the manufacturer. Provide a 3 fusion splice tray capability housing, each tray holding 12 fusion splices as shown in the plans. Stack splice trays on a rack to permit access to individual trays without disturbing other trays. Locate the rack on a pull- out shelf. Protect the housing with doors capable of pivoting up or down and sliding Into the unit. Document the function of each terminated/spliced fiber, along with the designation of each connector on labels and charts on the housing door. Provide each housing with strain relief. Terminate singlemode fiber optic cable with SC-APC connectors, -' unless otherwise shown on the plans. Install the fiber distribution housing as an integral unit as shown in the plans. c. Building. Provide a fiber distribution unit with a modular design allowing interchangeability of connector panel module housing and splice housing within the rack, as shown on the plans. Provide the number of singlemode fibers, connector panel module housings, and splice housings for the fiber distribution unit in the building as shown on the plans. Provide a fiber distribution unit less than 7 ft. in height, capable of housing 8 connector panel module housings or 8 splice housings. Protect the housing with doors capable of pivoting up or down and sliding into the unit. Provide 12 snap -in simplex connector panel modules with each connector panel module housing, each module having 6 fiber termination/connector capabilities. Use a pre -assembled compact modular unit with a removable cover for the snap -in simplex connector panel module having 6 pre- connectorized fiber pigtails, interconnection sleeves, and dust caps installed by the manufacturer. Provide each connector panel module housing with a jumper routing shelf, storing up to 5 ft. (minimum) of cable slack for each termination within the housing. Provide the fiber distribution unit with strain relief. Provide each splice enclosure with 24 fusion splice tray capabilities, each splice tray holding 12 fusion splices. Stack splice trays on a rack to permit access to individual trays without disturbing other trays. Locate the rack on a pull-out shelf. Document the function of each terminated/spliced fiber, along with the designation of each connector on labels and charts on the housing door. Allow terminations only in the fiber interconnect housings placed in the cabinets as shown in the plans or as directed. 6-10 L001 05-11 } 3. Splice Trays. Use splice trays and fan -out tubing for handling each fiber. Provide a splice tray and 6 fan -out tubing with each housing for use with the 245 microns coated fiber. The fan -out will occur within the splice tray (no splicing of the fiber required). Allow each tube to fan out each fiber for ease of connectorization. Provide fan -out tubing with 3 layers of protection consisting of fluoropolymer inner tube, a dielectric strength member, and a 2.9 mm minimum outer protective PVC orange jacketing. 4. Jumpers. Provide fiber optic jumper cables to cross connect the cable distribution panel to the fiber optic transmission equipment as shown in the plans or as directed. Match the core size, type, and attenuation from jumper to the cable. Use yellow jumpers for singlemode fiber, and provide strain relief on the connectors. Provide fiber with a 900 micron polymer buffer, Kevlar strength member, and a PVC jacket with an outer jacket of 2.4 mm in diameter. Provide 10 ft. long jumpers, unless otherwise shown on the plans. Provide one end of each jumper with an SC connector and on the other end, a connector that is suitable to be connected to the fiber optic transmission equipment selected. F. Mechanical Components. Provide stainless steel external screws, nuts, and locking washers. Do not use self -tapping screws unless approved. Provide corrosion resistant material parts and materials resistant to fungus growth and moisture deterioration. Separate dissimilar metals with an inert dielectric material. 4. Documentation Requirements. Provide 3 complete, sets of operation and maintenance manuals with the following: • Complete and accurate schematic diagrams showing the fiber optic cable system, including splice diagrams. • Complete performance data of the cable system showing the losses at each splice joint and each terminal connector. • Installing, splicing, terminating, and testing procedures. • Complete parts list including names of vendors, reel numbers, date of manufacture, cable fiber count and customer purchase order number. • Complete maintenance and trouble -shooting procedures. A. Installation Practice. Submit for approval 10 copies of the Contractors Installation Practices 30 working days before installation. Submit practices for approval, which includes practices, a list of installation equipment, and splicing and test equipment. Detail field quality control procedures and corrective action procedures. 7-10 L001 05-11 f- B. Manufacturer's Certification. Accompany each reel of fiber optic cable with the manufacturer's test data showing the conformance to the requirements listed below: a. Fiber dimensions b. Attenuation c. Dispersion d. Mode field diameter e. Fiber proof test f. Cable bending g. Tensile Load h. Impact resistance i. Crush resistance j. Attenuation vs. temperature 5. Testing. Perform tests in accordance with testing requirements in this Item. A. Test Methods. 1. Optical Time Domain Reflectometer (OTDR) Tests. Use the OTDR to measure fiber optic cable for overall attenuation (signal loss dB/km), fiber cable length, and Identify fiber optic cable anomalies such as breaks. Perform the following 4 OTDR tests: • Acceptance test • Post installation test • Post termination test • Final end to end test OTDR Settings: a. Use the file name of the fiber scan to indicate the location or direction the test was run from, as well as the fiber number being tested. b. Set the "A" cursor at the beginning of the fiber trace and set the "B" cursor at the end of the fiber trace. The distance to cursor "B" indicates the length of the fiber cable segment being measured. C. Match the index of refraction to the index of the factory report. d. Set the loss indicator to dB's/km for the acceptance test. e. The reflectance is automatically set internally by the OTDR. f. Set the pulse width at a medium range. Change the pulse width to a slow pulse width when an anomaly occurs on the fiber trace so that it can be examined closely. g. Set the average at medium speed. Change the average to slow when an anomaly appears on the fiber trace to allow for closer examination of the anomaly. 8-10 1,001 05-11 I h. Set wavelength at 1310 rim and 1550 nm for singlemode cable so the cable is tested at both [j windows for each type of cable. - , Show the settings on the test result fiber scans. 2. Pre -installation Tests. Test and record the fiber optic cable at the site storage area before Installation. Test each optical fiber in the cable from 1 end with an OTDR compatible with wavelength and fiber type. Check testing for length, point discontinuity, and approximate attenuation. Record each measurement by color, location, and type of fiber measured. Perform a measurement from the opposite end of that fiber in case a measurement cannot be made from I end. Wait for notification if the loss per Km exceeds the manufacturer's test data by more than 0.5 dB/km or if the point discontinuity is greater than 0.2 dB. Perform this test within 3 days from receipt of the fiber optic cable. Test for overall attenuation (dB/km), total cable length, anomalies, or cable problems. Test the cable at both windows (1310 rim and 1550 rim for singlemode cable). Compare the factory test results with the field test results and return the cable if the Held test results are not identical to the factory test results. If they are identical, document the test results. Deliver documentation for future reference. 3. Post -installation Tests. Re -test and re-record each optical fiber in the cable after installation, before termination, for loss characteristics. Test both directions of operations of the fiber. Immediately perform the post installation test after the fiber optic cable has been installed. Test the cable for overall attenuation, cable segment length, and damage with the OTDR in accordance within this Item. Replace any cable segment that is damaged during the test and document the test results. Deliver the tests results for future reference. Use the same OTDR settings for the Post Installation Test as the Pre -Installation Test. B. Test Procedures. Submit test procedures and data forms for the pre - installation, post -installation, subsystem, and system integration test for approval. Test procedures will require approval before performing tests. Submit 1 copy of the data forms containing data and quantitative results, as well as an authorized signature. Submit a copy of the OTDR results as a hard or electronic copy; supply original software packages and PC for OTDR results interpretation. c. Post Termination Test. Perform the post termination test as the cable is terminated or spliced, whether there is termination of fiber cable to fiber cable or fiber cable to fiber pigtail. Check attenuation, fusion or termination point problems, and overall fiber cable segment. Determine if the attenuation and quality of the termination meets the specification; if not, repeat the termination until it meets specification requirements. Test the fiber segment for attenuation and anomalies after termination acceptance. Document and submit test results as stated in this Item after fiber segment acceptance. Test the splices at 1310 nm for singlemode and provide printouts of the splice tests. Take tests in both directions and record the average. 9-10 L001 05-11 Use a launch reel of the same type of fiber to test the fusion splices on pigtails. Use the same OTDR settings for the Post Termination Test as the Post Installation Test and Pre -Installation Test, except move the `B" cursor to the middle of the termination or splice point. After the termination, return the "B" cursor to the end of the fiber segment and measure the overall length and attenuation. D. Final End to End Test. Perform the Final End to End Test after the fiber cable segments of the system are terminated. Use the OTDR test as specified in this Item. Perform the Final End to End Test: 1. Measure the overall fiber cable system length. 2. Measure the overall system attenuation. 3. Check for anomalies. 6. Document and submit the results as stated in this Item, after test acceptance. 7. Warranty. Provide a warranty detailed within the General Notes for the project 8. Measurement. This Item will be measured by the foot of cable furnished, Installed, spliced, connected, and tested; by each fiber optic splice enclosure furnished, installed, spliced, connected, and tested; and by the foot of fiber optic pigtail furnished, installed, spliced, connected, and tested. 9. Payment. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Fiber Optic Cable" of the type, and number of fibers as applicable, "Fiber Optic Splice Enclosure" of the type specified, and "Fiber Optic Path Panel' of the type and size specified. This price is full compensation for furnishing, installing, and testing of non -cable items; furnishing and installing cable; relocating cables as required; for pulling through conduit or duct; testing, splicing, and connecting, and for materials, labor, tools, accessories, test equipment, documentation, and incidentals. 10-10 L001 05-11 CITY OF LUUBOCK SPECIFICATION L002 Category 5e Ethernet Cable 1. Description. Furnish, install, test, document, and warranty pre -terminated network cable as shown on the plans and as detailed in the Special Specifications. 2. Materials. A. Cable Type. Shielded Twisted Pair (STP) Category SE.(or equivalent) Outdoor UV resistant cable with drain wire. B. Electrical Requirements. 1. Cable Standard. Meets TIA/EIA 568E cable standards 2. Maximum Frequency. Maximum frequency shall be 100 MHz +/--1596. 3. Attenuation. Cable must not exceed an attenuation of 30 dB per 300 feet of cable at 100 MHz 4. Velocity Factor. Velocity factor, reference to the free space electromagnetic wave propagation speed, must not be less than 74% of the free space velocity. S. Impedance. Nominal impedance of the cable and connector must be 100 ohms. 6. Capacitance. Capacitance of the cable must not exceed 400 picofarads per 300 foot of cable. 7. Power Sum Equal -Level Far End Crosstalk (PS-ELFEXT) 20 dB min at 100 MHz. 8. Near -End Crosstalk (NEXT) 35 dB min at 100 MHz. 9. Continuous Spool Length Not less than 1000 feet. 3. Construction. 1-2 L002 05-11 (' A. Installation. Install cable with pre -terminated factory connectors, jumper cable, and miscellaneous hardware where indicated on the plans, necessary to make the site for ready for testing and functional operation. No splices are permitted inside conduit. Cable installation must be in accordance with the r- cable manufacturers installation instructions B. Testing. Cable testing shall consist of point-to-point continuity test for each segment. Passing test measurements will be based on the cable nominal impedance and the length of the run. one -of the four twisted pairs will be tested initially. Should a failure occur, all remaining pairs shall be tested. If more than a single pair fails continuity testing, the entire segment shall be replaced. C. Documentation. Provide 2 copies of the Test Measurements in a point-to-point table format. This table is to include the segment identifiers, the expected test result, and the actual measurement value. Identify any failures and the additional test measurements. D. Warranty. Cable warranty must be in accordance with detailed warranty information contained in the General Notes for this project. 4. Measurement This Item will be measured by the foot of cable furnished, installed, and tested. S. Payment. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" and will be paid for at the unit price bid for "Cat 5e Ethernet Cable". This price will be full compensation for furnishing and installing all cable, for pulling through conduit or duct, testing, splicing, connecting, tagging and labeling, and for all materials, labor, tools, equipment, documentation, and incidentals. 2-2 L002 05-11 CITY OF LUBBOCK SPECIFICATION L003 ITS Hub Cabinet 1. Description. Furnish and install rack mountable communication cabinet to include the installation of the foundation, cabinet, and all electrical and mechanical devices. These cabinets shall accommodate and house the various types of communication equipment required with the City of Lubbock fiber optic network and ATMS system, as shown on the plans. This equipment will include: Hardened Ethemet Switch Media Converter Drop/Insert Multiplexor/Demultiplexor Fiber Optic Transceivers Modular Fiber Distribution Housings CCTV Field Equipment 2. Cabinet Design and Requirements. Provide fully famished cabinets of identical size, shape, color, finish, and quality throughout project. Provide aluminum cabinet frames capable of withstanding a minimum load of 400 lb. Provide cabinets that meet Electronic Industries Association (EIA) for 19 in. rack mounted equipment. Provide cabinets with removable steel sides and 2 pairs of user positional steel EIA standard equipment rails. Furnish EIA rails consisting of 4 continuous, adjustable equipment angles of 0. 13 45 in. minimum thickness plated steel tapped with 10-32 threads with EIA universal spacing. Provide angles that comply with Standard EIA RS-310-B. Provide 17.75 in. clearance between rails for mounting assemblies. Wood, wood fiber product, or flammable products are not acceptable in the cabinet. Provide cabinets with a 67 in. height by 24 in. width by 30 in. depth minimum size. Provide a minimum 60 in. height of usable equipment mounting space. Furnish cabinet with rack -mounted positive pressure blower assembly. Provide a blower assembly with 100 cfin airflow capacity. Mount the blower in the lowest position of the rack not interfering with the required 60 in. height of usable equipment mounting space. Design the blower to intake air from the front of the rack and discharge it upwards through the equipment mounting area. Provide an adjustable thermostat with cabinet. Provide a manually adjustable thermostat, to turn on between 70°F and 150°F with a differential of not more than 40°F between automatic 1-3 L003 05-11 - I . turn on and turn off. Provide two cabinet fans on separate circuits that are current protected at not less than 125% of the current rating of the fan motor. Provide cabinet equipped with a ventilated top panel. Provide panel with sufficient ventilation to allow full airflow through the cabinet and blower assembly. Provide covered blank panels to maintain positive ventilation flow even with the doors open for unused rack space. Provide cabinets maintaining all contained equipment within its specified temperature range. ( Any necessary modification to the cabinet or additional equipment needed to maintain the equipment at the specified temperature range will be provided at no additional cost. Provide smooth exterior welds. File edges to a radius of 0.03125 in. minimum. Provide front and rear doors. Design front door to cover the entire equipment mounting area except the air intake for the blower assembly. Design rear door to cover the entire rear area of the rack with a vent at the top. Furnish gaskets around the doors. Furnish doors with a lock. Provide doors with steel pin -type hinges. Furnish front doors with a minimum of 0.125 in. thick framed Plexiglas and a lightly smoked color. Furnish rear doors of a minimum of 20-gauge steel as measured by United States Standard Gauge. Install two (front and back door) 15 watt fluorescent lights, with switch, in the cabinet. The light shall turn on when the cabinet door is opened, and turn off by means of a door switch when the door is closed. r. The foundation, expect for measurement and payment, shall be in conformance with Item 656, "Foundations for Traffic Control Devices", unless otherwise specified by the Engineer. A. Electrical Requirements. Mount 2 UL approved electrical power tap strips in the rear of the cabinet for the distribution of 115 VAC power. Use 1 tap strip to distribute a source of Uninterruptible Power Supply (UPS) and the other to distribute a source of standard electrical service. Label the tap strips. If no UPS is supplied, both tap strips distribute standard electrical service. Protect tap strip with a 15 amp circuit breaker. Provide a minimum of 12 outlets on each tap strip equipped with a 12 ft. UL approved AC cord. The fan circuit may utilize 1 of the outlets on the tap strip. B. Wiring. Cut wires to proper length. Do not double back wires to take up slack. Provide service loops to facilitate the removal and replacement of assemblies, panels, and modules for maintenance. Secure cables with nylon cable clamps. Carry the grounded side of the electric service throughout the cabinet without a break. Label the wires. Wiring containing line voltage AC will be routed and bundled separately and/or shielded from all low voltage, i.e., control circuits. Cover all conductors and live terminals or parts, which could be hazardous to maintenance personnel with suitable insulating material. 2-3 L003 05-11 C. Environmental Design Requirements. Furnish cabinet meeting all of its specified requirements during and after subjection to any combination of the following requirements: • Ambient temperature range of 0°F to 158°F. • Temperature shock not to exceed 30°F per hr., during which the relative humidity shall not exceed 95%. • Relative humidity range not to exceed 95% over the temperature range of 40OF to 100°F. • Moisture condensation on all surfaces caused by temperature changes. 3. Construction. A. General. Utilize the latest available techniques with a minimum number of different parts, subassemblies, circuits, cards, and modules to maximize standardization and commonality for the equipment, design, and construction. Place cabinets on an interior floor as shown on the plans. Ground the cabinet to an equipment ground circuit using a number 12 AWG wire. Provide a 5/8 in. diameter X 8ft. copper clad steel ground rod in the foundation of each cabinet. Provide copper ground buses for both the power supply neutral (common) and chassis ground. B. Electronic Components. Provide electronic components in accordance with Special Specification 6013, "Electronic Components." 4. Documentation Requirements. Provide 3 copies for the following items: A. Complete and accurate final cabinet wiring diagram. B. Complete parts list including names of vendors for parts not identified by universal part numbers such as JEDEC, RETMA or EIA. Place 1 set of the documentation in a heavy-duty plastic envelope in the cabinet. Deliver the other documentation to the Engineer. 5. Warranty. Provide a warranty detailed within the General Notes for the project. 6. Measurement. This Item will be measured as "each" ITS Hub Cabinet, complete in place including foundation. 7. Payment. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit bid price for "ITS Hub Cabinet" of the size specified. This price shall be full compensation for all labor, services, materials, tools, equipment, and incidentals. 3-3 L003 05-11 11 i ...! 2004 Specifications SPECIAL SPECIFICATION 6013 Electronic Components 1. Description. Use electronic components to manufacture electronic equipment. 2. Materials and Construction Methods. Use electronic components that comply with Electronic Industries Association (EIA) and Joint Electronic Device Engineering Council (JEDEC) Specifications. Provide industry standard electronic components available from several manufacturers. When special monolithic integrated circuits are necessary for cost- effective designs, waiving the multi -source requirements will be as directed. Design the electronic circuitry to ensure an adjustment range from normal adjustment settings of variable components. Provide a range of adjustment to compensate for composite variations in the associated circuitry due to changes in part values during the normal or specified life of the device. Ensure the range of adjustment can compensate for variations in replacement parts within the specified tolerances. Unless otherwise shown on the plans, design the components to be under operating conditions 24 hr. a day for 10 yr. Derate electronic components by 20% with regard to ambient temperature, applied voltage, and power dissipation. On electronic components weighing more than 2 oz., use supports other than the component's pins or electrical connectors. Solder electronic components of 2 or more leads in place. Mark the circuit reference symbol next to the component. Meet the above requirements and satisfy the following specific requirements for the different components: A. Capacitors. Provide industrial grade capacitors. Insulate the capacitors. Mark capacitors with their capacitance value, working voltage, and polarity. Provide capacitor encasements resistant to cracking, peeling, and discoloration due to humidity and changes in temperature. Provide electrolytic capacitors capable of operating at least 185°F. Do not use electrolytic capacitors of less than 1.0 microfarad. Use a clamp or fastener to support a capacitor to avoid damage by shock or vibration. Use a capacitor with a specific ripple or AC voltage rating, if possibly subjected to a ripple voltage in excess of 10% of the actual DC voltage across the capacitor. Use an aluminum electrolytic capacitor only when continually energized. B. Diodes. If low forward drop is required in logic circuit applications, furnish justification for use of Germanium diodes prior to incorporation in the design. Mark diodes with the JEDEC part number, using an industry approved color code or clearly legible printing. Indicate the diode polarity on the diode case by the use of the diode symbol, by the 360' band on the cathode end, or by the shape of case. 1-3 6013 09-04 it C. Indicators. Use solid-state (LED) indicators with a useful life at least 25,000 hr. D. Integrated Circuits. Print the manufacturer's part number and any information required to install the integrated circuit assembly upon the package. Test integrated circuits with at least 1 test from each group.below: 1. Group 1 • Stabilization Bake • Temperature Cycling • Power Bum -in 2. Group 2 Functional test with the device at the manufacturer's maximum specified temperature • Static and dynamic test per manufacturer's data sheet E. Potentiometers and Rheostats. Use industrial grade potentiometers. Use potentiometers with a power rating at least 100% greater than the maximum power requirements of the circuit. F. Printed Circuit Boards. 1. Design, Fabrication and Mounting. Use NEMA Grade G-10 glass epoxy or equivalent for printed circuit boards (refer to NEMA Publications No. L1 1-1982, Industrial Laminated Thermosetting Products). Provide a nominal thickness of 1/32 in. for circuit boards not exceeding 2 in. in any dimension. Provide a nominal thickness of 1/16 in. for circuit boards exceeding 2 in. in any dimension. Coat the printed circuit board assembly with a protective coating to combat ._ mildew, moisture, and fungus. Plate the through holes that carry electrical connections from one side of the board to the other. Use 1 oz./sq. ft. of copper to plate through holes. Use non -corrosive material for electrical mating surfaces. Design and fabricate printed circuit boards and the mounting of parts and assemblies in accordance with MIL-STD-275 (latest revision) except as follows: • Mount semiconductor devices on spacers or transipads if the device dissipates more than 250 mW. or if the case temperature will rise 20°F above ambient. • Remove residual flux from the printed circuit board. • Provide a resistance between any 2 isolated, independent conductor paths of at least 100 megohms when a.500 VDC potential is applied. Mark operating circuit components mounted on the circuit boards. Reference the identifying characters to their respective components in the schematic diagram and in the parts list. 2. Soldering. Hand solder in accordance with MIL-STD-55110. Use of automatic flow soldering is acceptable. 2-3 6013 09-04 G. Relays. Install diodes across the coils for transient suppression in DC relays. Provide replaceable relays that do not require special tools for replacement. H. Resistors. Use fixed composition insulated resistors in accordance with the performance requirements of MIL-R-11. Provide industrial grade resistors with a 15 yr. design life. Mark with their resistance value, using EIA color codes or industry approved marking technique. Use resistors with a 10% tolerance or better and a resistance variation of no more than 5% over the temperature range 0°F to 165°F. Do not use resistors with a power rating greater than 2 w., unless special ventilation or heat sinking is provided. Insulate these resistors from the printed circuit board. I. Transistors. Use JEDEC registered transistors. Mark the JEDEC part number on the case. Designate the emitter or collector by use of an industry approved marking technique. J. Transformers. Mark transformers with the manufacturer's part number on the case or frame, using a Radio -Electronics -Television Manufacturers Association (RETMA) color code or numbered in a manner to facilitate proper installation. K. Switches. Derate switch contacts 50% from their maximum current ratings. 3. Measurement and Payment. The work performed, materials furnished, equipment, labor, tools, and incidentals will not be measured or paid for directly, but will be subsidiary to the bid items of the Contract. I 3-3 6013 L 09-04 SHEET INDEX milm �+ SHEET COVER 001 GENERAL NOTES AND QUANTrr1ES M01 LOCATION MAP L014.37 PLAN LAYOUTS, P01 CITY MUNICIPAL BUILDING P02 LP&L POWER SUBSTATION P03 TXDOT ENGINEERING BUILDING PO4 TXDOTMAIN SULDNIG S01-S08 RBERSCFEMATICS T01-TIA RBERTE IANATIONDIAGRAW DETAILS D01 ITS GROUND BOX DUALS D01A CONDUIT TMiCHISORE DUALS DD2-D03 AERIAL FIBER NWALLATION DETAILS D04-DOS ITS CABINET DETAILS DOS-D0T 'ICP (1-1 TH5W 4,2)-98 D08 'TCP(2.1)-98 D09 'TCP(20.03 D10-D21 -SC (1THRU12)-01 D22-027 'E)(1,2,3,4,k&7)-03 D26. -EC (1)-09 020 'EPIC THE STANDARD SHEETS SPECIFICALLY IDE3NTff ED ABOVE �W�TH AN ASTERISK' HAVE BEEN SE3.ECTS1 BY ME OR UNDER MY RESPONSIBLE J9 A6 E3EM0 APPLICABLE TO THIS PROXCT• L 4�a -.901/2 KENT C. KACh% P.E. DATE v� $1iibV.ty f k IF1AS Advanced Traffic Management System Avenue A - Fiber Optic Cable Project MW RAILROAD: BURLLIINGTON NORIHEW SAWA FE CITY OF LUBBOCK ew.�wev�ar�, PLANS PREPARED BY Kimley-Horn and Assodates, Inc. 127D0 Park CSer*W Dr, SUM IBM F@m Re*&8Gon # Data, TX 7MI (972) 770.130D Number: F - 928 6OD xcl aRRmo w"WO awrA wHvO a7�0 IMAM am CD C 7 a N CD 93MHSALUNYMMUMNMOHB W S1NwmANVnoiwu.0V (L Q '9SNUMSMOlOVU.NWIVA,-MWN VJM090VI5M CD MO amgvd3M so am Not onwsNO9 dO mns3m V SV a3ovwVa 'MMIDMM1SVHMSNLLSD(3ANV'SMn1OnM1SVMdNIONUSDC3MV3 Z (Q EN =nM1.,Mf0:7 MQommvimi Nswm3m son o1MOJAVMINW (8 "p CD ( CD > � '03J3 &= NMB MW.t U MM3SNO9 VW"SINV W WINS =aMM CD MO"MUN301HUMa3J.1a.303A-3M3BQL3MVa3BM SVH1W MSHM SV3MV.Tiv 'NOLLVN&fGJM IVNOWaOdMOj J38 N Q. MWLLSIUM tV{[1�d(�' SIMNS3M11nWSVi M ,=.r NOI OM3O1tEUM 31MMkK)HcW MMM Old iDV81NWI (+ C= � ,7�✓` C Vw Assn 38 Nv 3'IBVO 9Nume MM�u1aJ,NwOLa3SSVAT46 @NO3/ DWMi 313 NVO318VO H3ddW MU WOBBIYI d0 AU0 07 p 3HLASNOWON0931BWaWVMo OSI0NVS1N3W3WWPM �JN38MONW30C MUMI3HM �. CD ("� 30NVW:nDsLSM3WWJU SV3HVNI'a361138Q1.S13184JJOUAOM381d7dIM3V3M NMSV3W 3W08.NI SLSDf3 31M H30NSSM aNV 3WO M3ddOO ONUMS If (ED/a � 3Nfi L13AMOdT?11113NANY WOMB �P9 Ll dQ 3ONVtlV3'IO VKMNMV3AVHTTMSNOILVTIVIM131MDLL OM3BtrlT M3Vl1V dO 30NVMV3'p aNMO -NaL iaA n Al1V 3o vuv U74RMV Wl V 3AVH TT/H9 NO:io ni V 3AVH MM NO HIM OtldO USB 310E&lI iWdIN0'03HLltla30V1d3MMOONVa3M 3S 1`B Tma NOILanMLSN00 dO1N183M V SVa3flVWVa 33GIIlUM Mum TN '3:NAM39 d0 NOUdnMM31W Mo aNv 30VWV0 OIOAV C L93UfD1M �+W ONUSDO aNnowONDMM NSHM NOUM 38f)'TfM WIDVMIN0O SM-V3WNOi.DrKLSNODOLLAIWOO M SM10N13BA%" xvH183W1W) ONU.Se MONS lON 00 SNvld mew OUdo Haghl3�(SZ O 11MOWOMYS31ON 3i1QL1M3j3M III LNOO U s N :5 ION WHa J TMI RM -1 !TVI Qm fMV YRMlVIa -I4J £ V3 13mm Of)H.811 ml Wal SLZ dl 3lBVO13NM3HL3 391VO I" 7A0'1 Z V3 (3NVd3Md)XOBaNMOM0 I eke 96 dl (3MVd3Md)lFmOO I oxg 9t V3 Hamm Gvw 31BV0 OLLdol939W 11:1 tool z V3 UMCtd9W l3NVd HaWd DUOM38M 19d n001 £ V3 UNOd-W'13NVdK)lVd01WO SSW I8d ml £ V3 UHM Zt) l3NVd KXVd OU dO M381d Md =I £ V3 (L3MM NO 3OIldS DUO M38W MA LOOT £ V3 3!a)samN33OPIdSOLLd0-M381d 191 to0l 089'ZL d1 MW314 (M38W 00 (WS) 31M OLLdO M313M 19d t001 0W6 dl Od38Li 96) (WS) slow OLLdO NNW IN tool OL9 dl (M3Q:j Wq (WS) 31M MAO M381d 19.4 1001 £ V3' (0)X3 (N) SO (94 OLO (OKIMIG AL AM3S OM3 IVA 9m U V3 NoadV HUM t ALXOS ONnOM0 19d mo 6 V3 L AL.XOB aNnOMO 19d KOO ON d1 a31VUtsW'(S'ON)MW.Qnm000 :U.9313 19.4 Rio S96 dl (ame) amy nsm (8'ON) MOlOMawo OR)1O313 19d I DW90 SW9 :n (3OVM1) a3LtlinsM (I 'ON) MQLOnmw of U.O313 19d oW90 0% dl (3MOB) (.9) (mmS)1RIONOO 1'11-4 %gO 9" :n (z)(WM)1DtONOO 19d Stoo 09V't dl (3M08) GO (06 mos) (OAd)11naNOO 19d em 9O9'S 31 (N� U,) (ov aH33) (OAa LMONbo I4d 8LS0 OOZ dl (3MO8)(.f)(06aHOS)(OAd)J1MON00 IVA Ingo 0% d, Wows il (x) ((r aH3s) 0".unaw)o I8d gwo tzv dl 3ON3d 102LLNOO IMM3S AMVMOdVM 19d gaSo OZ V3 IOMLNOO NOISOM3 MOd SOVS ONUS IVA � OW IOWN03OLi VHL-CNV'SNSlS'S3aVOWW8 19d MW t Sl NMVMSovi IVA a050 A1t1NtlMO' JINN NOI1dIMOS3O NOMOW 'ON M s3mmynb anyvas3 B'Y 09 oOMdt v ODL VM 0,Udg gale .W L (0)X3(N)S9(SMOLO(OVVI,OWt)GALAM320313 Ln fw3 64 oV 09fdt. V Oft VM D 49 ONE .W L (0))C3(N)SO(SN)OLO(OWJ WL)OALAM3SO313 6tl WOP3 g'4 OV OWL V flan VIM oucft 91ff .* n (0)X3(N)SO(%kMOMMt)aA.LAM3Sa313 001 WO-3 c RM/Nod nPnl Od MFON 0219 'oN peal 6Ra9O �181MO oN iqueapaol �gagou0 g8yp wt�nputl0 IPIPao0 (f0.(4)as WS �WBS tlAN 4 +8 4 'd8 711WI0 lP4i d ModbMl uKtY ZZS ao4,om"PURS19app 3 3"48 '�13 A2 MMS 33U M 9 WOM10313 r :b N z T r N T _ � N IL • r 3 � U" > I m ~ I s m VS N ' x r ip W i - t W -. C 7> =Z Cori;i _ Y iw L�0 0, 07-1 tam 6) ` --. zm . z m c7 m xr ? x AR t 3 6y x r �c r C C m. ., - .:m c a m'c) N IOT,H s: STkEET m Q to C D c � � g 197H STREET 3? a C m � i.^�. ➢ 'bra `. r, r, s , 0 f /<T=QAO �. - G1 L ' 34Thi STkEE u r t- k Q F CN r F is1 MW MAKES KACIR� $5185 its L� L rn w U LL LLI N a J �U) L N '2 CC0 Y1lfiGli�il Darla¢ oa wt r G71 Ih�+l� owes Dams 5 nl�: O®os ICyf L 1�: nwen: enmso COMMIT AND CA6LE CHART VIRtE 81� APiD TYF2 REM 818 REM 8ZQ REM L8D1 CONO[ CONDT CABLE ��KaTM ELEC RUN NOSTAjU6Uf� CONO COIpY PVC)�� STATUS �� !2 FOC DB POC 88 FOC NRJ Its 6 "�Y 4 U. KENT MUMES KACIR F 95185 �e m LE m 1SLelu1 � — %UM7 11CLU, AVENUFr LO cR+�r+aawer W (� °' m. wln�sxEAN�rn+� � � � cc E LL 'c > > Q ® Q� V mum WORM nmwt aau8 am a� rmc Aran mum L02 hA�,7 C I 4 a lids- SEE $H�.T i..a9 RUN NO tiT STATUS I ' REM 618. CONGf iavq 9p4�'s�p �E 'STATUS REM �r ITEM I.00i �� OF RUN (FEET) RUN:NO CONOT �l1i9 CONDT (pVC) �4W GO ELEC CONDR 12 FOC (NO.B) SY i(iRAOE) '36 FOC SY pe FOC 8M v�•+ ... FF= -. ••f�l - - - • .` I .�Ilale;4li/�9- •�. �`:pow A(TR I - - • }.�� I i � , 1E6 F1Llg a�8nzla�•P�+�•i.sg7�i1-,�.�Eiel,�hk.NCRrY7iYtaeE NQIfG 1uQCF OIEL6 n.5�. #1 {1.OB-0202, NCrt� 4BSOt Cf �1 F at'� it OB�3 • aoYn�erA�a arB� �� �'*�BiM4 Hwl neEN AND GB•OZO9 Hq9 BEEN NCLWED N TONAL FIBER QWINIIIY FOR p8 SY. Ndi Mn N 7DThL FE6 aaAirnri FflR a; 31L Tpi+1 +.ENciar� tri xtrt r��10 sr.+� c.�a� unr �Fa T+�+Cfi3 witTPIE 8r�:_ 77 77 77, , --- 7 - 7-7 777 F 77 77 77 :- -i - I - -1 MATCHUNE - SEE SHEET L02 r= M RON# M -------- Lu -- - ---------- KEXT COMES KACIR 95165 Lu �j :eo VOL —Z E 0 0 42 WE !� EL CD '. (D u- 0 CONDUIT AND CAME CHART E VMMSIMMDT"E < ITEM GIs ITEM 621) IT EM L001 cu (D E CABLE MEC RUN N. CONDUIT COMM WrATUS CONDT STATUS U FOC 36 Me 96 FOC LMqm OF RUN RUNMO Co E 0 AM- "37 (SCM40) MCM 40) (NO. 8) (R" M (4") INSUL. w am SM rem > URENCH) PO RR FRACE) auk ml� TOTAL 735 IWQ&tWWM TUTAL DRAW vil6un MOK RUNSTATW. E-EMSTM 1-.NSTALL.A-AERL#JNA-140TAPPLMOLE M� NOTE: 1W OF CABLE SLACK 04 GR-OWI HAS BEEN INCLUDED IN TOTAL FIBER QUANTITY FOR 96 SM. CONDUIT AND CABLE LEMM REPRESENTS TOTAL LENGTH OF RIK CONDUITANO CABLE MAY EMEND ACROSS MULTIPLE SHEETS I� s� aua rwra _ I IT9A @1B ISF.Nf d� {TElA LO01 CO!O! CWOT CABLE e.EAC R1A1 NO ETATU3 1!� ��� �4rao i47 STATIJB � � SM 8M SM c LQ!6TN O�F� RUN NO � � d i v I I i � I i 7 I � R8116 L7 7 I 1 r41� IG� fi�M HU. Lh T9G P�iUE ' "��P Wh Lri , >fl iall� r�k our f KM KACIR$ HLfiI 6-fF.11.6;E-f7QFiF:. I.{glyy,�A•hB41Nx-1Of. �flrealc NP,E' ' C>F C#d.E �i.4'Ji Pl GB-0401 BEEN RKx.UDEO N 7pTAL FIBER GUANTRY FOR'BB SM. HAS 951 B5 R whh:4P�i�LC.!mLEaLf�hNLL4R7r1Y.FNS4ilwuFn,Unsl�NYCT17iLFBEROIMN7RYFUR95"ra ' �]t�l-I� uap c.+raE I.a+�o� aa��a7� 7�a. Lc�'nl CF R�7#� �A!�I.!I! SNP cAuk.[ bl�'� +sr3 n,��=� sI�tT9'� A�'S'f•'� i SJ^-' U� V QDca 0 ca >% CO CL MATCHLi11fE . SEE SHEET LM MATCHUNE - BEET L05 m .Q C ��— E ¢ g vm v� _ E ¢W m � o � U o ozz DAMN m L04 f' J A. {7 2 r }— it x a a` F All�4��5�-Sr�s SSA t It Fp MCC .HLIA, -SEE SI+-uF7 t+iji Advanced Traffic Management System All, `�9d ❑�� ° I bb8ck �0 ,a, ,wW es,Im. N N Y 1900P�A C10d oc.ma 1000 ReeR�d- 0 Avenue A Fiber Project � + � �, D ftkummmmmm F.�. aWHO Communications Layout `�;, MP CHOF&- h A,Tr:. HUNE - SEF_ 5i-iFF_. ! {a - Advanced Traffic Management System Vr F„ 9�,�, ©�© bboCk 0 tornley-Homand Associates, Inc. Avenue A Fiber Project ,�„S i w i ''<s MW .. D�STx 796f {i1�]TOA80D 18nler: F-YtB Communications Layout jst - - -- o E a p� OF rae '`... KENT CRARIES KACIR 0� s o NO w y _ fn w W LU J J i Z h � U � a)0 LORDUP IWD CAB L.E..PAffi 0 t R+AIrmz— auor*k-- jt a J REM 618 ITEM E10 ITEM LBD1 �- CONDT COLT �EAC LENGTH _ _Q CONp1RT CABLE CF RUN RUN NC LL RUM STATUE CONDT WVq aTATUS CCNDR 12 FCC 98 FOC tIB FOC — — =a'I I° ia► frRENCn► lsoREt (T�CEI (� � � •� v LA FWM MA UkFa�ar owe r� L�rr,citf�+i as. "ry4rA Rurir s iTr1'L�+'''r-. - = NurNFTAiL4. CeR7TIN@, F.pN¢W.t,A-AEFit��w.+i7'TAP�..Gr9L£ n � aen mHaeeoe - ` WtJM" AFO CAME U31EN FMPFMENio LLnft LJI l Gig FLEE MmUff 5iM C+aLE rAv --=Em FCUaa L!uLT LL a�qM L07 4�!` �|� -■.-.■■ §!| �B §§ ®|� as 2 �� �1�� ■. _ 2§� �2| | _ §,■ I k i I Hd I I | 2 § loll :� - . ■ � � q �� ■ -- - ■� �� ��a,• .,-.■a,a�� � $ ■ ■ mks||,|| -,;. | | |_ |||| Advanced Traffic ' 4.s Em lManagemen SyS em \\ m % 5 | nu, Kh( km and AssWatml■ Avenue A Fiber prJ c �� b�OO�s |■■ %$ %¥�. ■■■| Communications Layout , �_ 14 lFr L.�l 11 o 9S1$5 iRpp ru oa '" �J = w VJ LU 2+r1 .� Li LLJ i r! �ow I TV, P, ilN r, y co Ra , a � +MY �= Cl)w REM 818 REM 83O REM L001 CONDUR CONDT CONDT CASE ELEC k TN RUN CONDRa RUN No _ NO STATUS CONOT"VP rrye)BTATUB i is FOC 86 FOG ea FCC (�J _ SM SN SN Q C +•�/� r(ECHO Y►(TRBNCFn: +m (BORE) MAC4 E/R A7Bm i c { '.i nli67'+i+4 UJ .71 i.a ...i _ - L NfA LA , VD RJD04 LK '. RIM? NW 1 1.W leA U *ARM �.'U - 7 T" MDII mower DA" a® IQtt €I{I_r.�'i=.L•C'- - frl/i 6Ti�TCk�:'�-!ITL. PIGTAU- A%'FiY4 MN -N�F/�IRT{IIGJZ 0NM1 Oa�0o0 _ -- MME= S0' OF CABLE rSLACK N 004001 HM SEEN NCLUDED N TOTAL FIBER OtMM FOR 95 SK m ' Cl'¢n"AND CABLE kFiQiM IWOMME iENi. r .01A.: L el N DF RX COMa 'I &M eA& MAN E"F W F '} WO. W :rE L10 ,., 1 y �aFp �».�..CNA5,,,,,I,,,e �ys� 9St85 r.r O to x �^V LIJ i r � �.�puifiarp cH,urr `s rrEpu e1e I � ®o rrEb L,OfH � U� C coaanr eot�r 'ter CONDO rae,e tH1aTa C) m -0 0 Rlw No BranlB colmr �s�a.) r'J� � srarus co1mR n we as Foc oe vac ,aF raw .raw lm � y O G�1 p9' { IuL SY sll 8!1 �� Qj >-. aca J MTJF r Y71 hidTC!hLJ �E _ SEE SHEET L12 �1� C .a Hrim I Y l i Ritm `1[ M Rqlm Fd%M R773 I i$ (D Q RHaG I y 111� micr 7lm 1 _ 1 1 1 1 0 - C = G N71m 1 _ S { 70 m - < CCU MTV l w�Pn i+A GITFG 7 I 1 t R�7II I } i t am o1Jum 7 20M MiTS 4 l ill SiH4A' cova m DAmxt u cam Cana IQf f'F7GiVt !- I-MakL+-AE3bAS rK-+ru Vk-LVASLE oorJime m( HEAL. #I I{ 5i1 �-+# AY Ypi Tr15U «-i iM FMl eEIIJ' Yr�7f 1Y��1kf��d.M.Nls4 PUY Itf ;Jr gYMa m¢m NOrM W OF CABLE ZAOr 11 W $4 W BGaM bAlID& R 141DLL7lV QPP41tir I UR H M- kWCkL&R LE71L'7r11ffirF&mmTL% MCALL 11r ALI L ClnnllRAW MQ B Wl o UDIWU -hXa7 JALLTrLE 9�RS - L19 w OF Wco w T CWL IR en U 85185 - 4 Z Lu Q co —J LL CONDUIT AND CABLE CHART VMM ME AND TYPE ITFM 614 REM ON ITEWL001 E 00 E RUN NO CONDUIT PVNCDT CONIPT ELEC LENGTH ) (PVC) , STATUS COMDT ( STATUS CONDR -,UN No > (RM)PI (SCKD40) (SCMD40) (NO. 8) am am am MMT) < (4") (1r) INSUL (TRENCH) (BOF04 (TRACE] N w W LiJ LLI Z 1 _ U CONOWAND CABLE CHART VARE S12FAND TYPE LTEM 618 REM 620 LrEIU L001 RUN NO CONDUIT CABLE LENGTH OF PAIN RUN No CONOT ELEC Copm STATUS (SCHO 40) (SCH13 40) STATUS ( 1 F 96 F C �� l l R (1') (41) MBUL sFOC M ill lTRa4cH� !ate (TRACE) 1 WA I LA I 1 R1302 WA I,A 1 6 R13112 R1303 WA LA 1 1 180 R1303 R1304• WA LA 1 290 1 R1304F 0 0 015 INNIIIIIIIIM IOTAL "STATUS:'E-E),*11NG, 1-INSTALL. A -AERIAL, NA-NQTAPPLICABLE NOTE: 1000F AERIAL CABLE SLACK IN RUN R1303 HAS BEEN INCLUDED IN TOTAL FIBER OUANTRY FOR BE SM. • CONDIATAND CABLE LENGTH REPRESENTS TOTAL LENGTH OF RUN. OONDUITAND CABLE MAY EXTEND ACROSS MUL 1PLE SHEETS 175 11J jKENT OHAtiLES KKAACCIR� Zs185 � � r V N O U }, O t� a N LL .a ccf Q N N E Q wi6 LRmI: mwrun: ogww OIMN1t 4/.NR Cox= me L13 E g�� J sue- ❑ d � LLI lL W m�PE F �It CWA W o'kr �tiiriii lil N PKENT Z ii'IN S5U85 ffs° V� U m 'a)?� 9� �s HE d J N rn A, W L ,. CONDLWT U aaQ m+m�t warm ao merrt oarw y.5 mm� m[ J �•r}r+fila!'hi IOMlq: ONtl7C71 �c L14 CDkDUR AtdD CABLE CHART HARE SRS 181D TYPE REIN 618 RENT 62D RENT LOD7 �� CONDT CONDT ELEC RUN � STATUS CONDT � CABLE BTATUS � � 12 FOC JB FDC 98 FOC RUN NO lRblf�"1 (SAD re� � SA0 860 891 F� (0"J (T�) (4'y laoRFl IN9UL f!•RACEI R 0 R7�02• WA I,A 1 280 R1402' RUN9TAlUS: E-E%i67ING, I-9JSTALL.A-AERWL,NA•NOTAPPLICABLE • CONlri/fTAND CABLE I.ENCTH REPRESENTS TOTAL LENBTH OF RUN. CONDUITAND CABLE MAY MEND ACROSS MULTB'LE SHEETS t=/3 to PLU p°�, y SA t�tJ � it i W `� W I CIR 6W 7 = 95185 A U AVENUEA V� LLI co IN l ` M itEr LL 'Y�ca- Qi _ f i mwet oAw4 aem� �c nsr L15 CQSlDUII' AND CABLE CHART YL'8iE >� AAID TYRE REM 816 ITEM 620 liEdA LOSt LBi6TN CONDf coNDr ELF RDN � � STATUS � � 71J8 CONDT (BCl10 40I (BC11D �O) 188 72 FOC J6 FOC BB FOC � ow) in (4�'J � IMf=�7C1 �IRpS�U�Lq SN SM SM R1501 WA R7502 WA I,A 9 285 R7602 R1503• WA 205 R7503• AL �. 0 0 0 0 RUN STAlUB: E•EbBTWO, 1-OJSTALL,A•AEFtlAI., tM-NOTAPPIICABLE NOTE: 1�' OF AERWL CABLE SLACK W RUN RiBW HAS BEEN RiCI.tIOED W TOTAL FIBER OUAtiIIfY FOR 9lf 8M. COHDFJRAND CABLE LEN'QM REPRE8ENI8 TOTAL LENGTH OF RUN. CONDIAf AND CABLE MAY EMElm ACROSS MUL1pLE 9HEEl8 . 0 48 V � � � { I r�\ ��� k. � od .] [ � r, 42- ,Oig: p� CHOP !'�'� �^. r—�i `�"_1 i^�'—� r---'--•' --^`"� �� 7-7 1 "^� r—� ri--• fD co ow oe OFLL W W co LU v? I. im % ' W w "'Es KACIR 051R5 z v iAVENUE �•� H � A a V� 0 �` = La U au s ��a ` �a co s AX.;..I.r k ► s v$ _ ,� a ' C W! c�u� MUM awMe agree k" alao®z loot �m L17 CONDUR AND CABLE CHART 11NRE'SI� JWD TYPE REM 618 REAR BZO REM L.007 CONDUIT �" LENGTH CO�NDT CONDT ELEC RUN NO STATUS CONDT STATUS � � 11 FOC 38 FOC fiB FOC O�� RLgI NO P�1 R'! � � �(� �. N•1 (4') INSUL. (�M leoRt7 (TRACq ! ! R7702 WA LA ! �' R1702 Rti'IXt N/A LA 1 170 R1703 R1704' A LA 1 230 R7704• 70TAL 0 0 0 0 0 5!0 AL RUN STATUS: E-EiA61NIG, 1-AVSTALL,A-AERIAL, NA-NOTAPPLICABLE C:OFStUtf AND CABLE LENDTH REPRESENTS TOTAL LENGTH OF RUN. CONDURAND CABLE MAY EXTEND ACROSS MULTIPLE SHEETS w ru w o. 1=itl W /aFltT CHAHLES ((ACIR Z Z �� 95185 r�> x - z U U &9 � m °� a �CO a �A (RM — r- Q CO m U 4 e4� k7'r' 1' 1, iw menso, 1 CC?IDC1R AIdO C/18LE CHRRT S;� At�TYPE II'SN 618 REM.620 R�A1 LD01 COftDIAT �� LEHC+TF1 CONDT WNDT EIEC RUN 110 STATUE COt07T STATUS O 136M 0 88SFRlW Off? RUN NO (8CF40 40) (BCFID 40) SAI mOC WSUL (rRENct9 lam) (rw�tq WA A R1802 WA I,AA 1 1E5 R1802 R7803 WA I,A 1 280 R1803 R1E04• WA I,AA '1 ZBG R1804` TOTAL "' 0 0 0 870 !+KRM TOTAL. RUN STATUS: E-EJ0.STiN0, l-INSTALLA-AERIAL, W1-NOTAPPLN:ABLE ' CONDUIT AND CABLE LENGTH REPRESENTS TOTAL LENGTH OF RUN. CONDURANo CABLE MAY EXTEND ACROSS MULTIPLE SHEETS rim' MATCHLINE -SEE s HEM L16 Advanced Traffic eal�o Management System �j ,fi��, ❑�© dry of t � ' ITS IGmley Hom and Assmdates; Inc. Avenue A Fiber Pro ect lubbock ,a�gy ��Yo ,m ftto." WWWO �,,, f TEXAS t iyF. # D b,,TX Tat M7MWD twee.. F u.= Communications Layout �`aa`6F,sr CS 1 •yR 6. = `LIj q Fq co LLI Lu T KEPT Ct1ARl E5 KA LIJ F Q nc 94185v AVENUEA ao v� w y U o A 0 a � -J m _} = Q WwIII r , r�€ Y > Q m E YIG ",'0;' i, ,�"F a Kr Qi aMJew J LGV CCNDUIi AND CABLE CHART Y� SUE tYdD TYPE REM 818 REM � IfEM LAS1 ��� CABLE LElIQ7N COND.7 CONDT EIEC A1M � RUA � STATUE COND7 OW) Cal ��� (SAD COI STATUS (NC 12 FOC 8M � FOC SM 96 FOC SM �n (4"� (4'( USIA., MUNCH) (sor+q (�q A R2002 WA 265 R2002 R2003" WA 4A 1 260 R2003' RIAi STARS: E-. ElOS71NG, 1-iNSTALI,A-AERIAL, NA-NOTAPPLICABLE "CONWRAMO CASTE LENGTH REPRESEHTS'TOTAL LENGTH OF RU/l CONDUIT AND GABLE MAY EXTEND ACROSS MULTIPLE SHEETS MATCHONE — SEE SHEET L20 rn rzpY�Z v Y Fi a m W �a its z �4 AAATCHLINE —.BEE SHEET L22 Advanced Traffic o� Management System r ' COF1 bb ck KAoy-iom and AwoWo, Inc, Avenue A Fiber P ct l���� �• rode ,E,8 Communications Layout g I o Its ts T N W W ,Kpj CHARLES KACIR j ,�► s as qti " 0 R,�` z �o a) 0 co j, a J -�CONDUITN Q aii°1•lr -f' j E _{ Q c E cC � �."�a �"� �� our: �rmu omar ais.wa oaavet oiawrt 1� 4 041ND omisme U2 AND CABLE CHART r7-7 YNRE SIZE AND TYPE ITEM 618 ITEM 620 REM L0p1 CONDUIT LENGTH COND7 CONDT ELEC RUN NO CONDT ��� �C) STATUS CONDR 12 FOC. 38 FOC 88 FOC OF RUN RUN NO )�)�„) (SCHD 40) (8CHD 40) 1�•e) SM SM 9M ��? (<'1 t� Il�u� (�+1 1�1 (�C� A LA t an R220Y WA LA 1 335 R220Y RUN STATUS: E-E�311NG, 1-RiSTALL,A-AERUIL, NA•NO7APPLX;ABLE • CONDUIT AND CABLE LENGTH REPRESENTS TOTAL LENGTH OF RUN. CONDUt7AND CABLE MAY EXTEND ACROSS MULTIPLE SHEETS § 2!!!! !§ E§^ $§ a § 4§ � �■a§- 2 %`� $§ § § i §# ■ ■§ k §/e kk% ! . § MArHL&E- ESHEET Lz� @A :HlICE .aEF, &HEEr L24 §||§� Advanced Traffic # §7N Management System. dty of E C En b� . . � - �� �#�Iflubbock a§ Venue A Fiber Project � . �7� �TM3 — ' |§||| Communications Layout k ƒ* ee•>"°„ W AL tw fo WyE1e�el w � iFVff,,CMRLES Rxa IIR� �! 95185 ; 4� s �Ole �� �M/z z to * m Q � L E a M _ _ - _� �• Q ,r �. V/ =C ! 4 C > CC C .;•,. V ,. 7YCt mx oe9pauc routNosI m l ''I. G CONDOR AN D CABLE CHART WIRE SIZE AND TYPE REM 61B REM 820 REM L001 �� CANDT CONO1' ELEC RUN NO �� WYCI (PVC) CABLE CDNDIi OF RUN RUN NO S LLI Z* OF T WN W y W W *** aq (CENT MAKES KACTR � 9BT85 Wz ' Wz csi co iZo : co cc �® a g W •C NO awon am am SM C ; 0 6 Q U aomv oaa oawt® warty c}" mwm warn mwlw mwm+ L25 ravourt �a cael.s clu►�r 1Af3tE S� AND TYPE ITEM S18 REM 820 REM L001 CONDUIT CABLE LENGTH CDNDT CONDT ELEC RUM NO 8UTU3 COlOn STATUS � 1I FOC 36 FOC BB FOG 0( E� RUN (� � � � � (TRHlCiQ !BORE) (TRACE! A LA T R2872 WA LA 1 7S R25P2 R25p0 WA LA. 1 A. R2603 WA 1 30p R2604• 0 p 0 0 1 TOTAL RUN STATUS: E-E>99TiNCir 1-INSTALL,A-AERUIL, NA-NOTAPPI.IfYtSLE NOTE; IOV OF AERIAL CABLE !RACK IN RUN R2rA9 HAS. BEEN WCLUDED W TOTAL FIBER QUANTRY FOR BB SM. CONDIIRAND CABLE LEN67tt REPRESENTS TOTAL LENGTH OF RUN. CONDURAND CABLE MAY EXTEND ACROSS MULTIPLE SHEETS c _ 1.115 w, q Qa �uF u F T,�j°aa ri f*�rP''�` ,`f s*ti0t W �KENT --1tARLES KACIR j W r � I 95785� r��e Z W Z ¢a r -I UAVENUEA U aU� In 0 W N '7It.- `rp'A%., ._ Y':•',`s't:'6' . �ti:'"i� �^'i' tv �'": (� Q Q � O i E IIf_t„ 5� f1-. •- - +7S1?';?'S.s _{s. ':rP. _ "µ�__ G9! 'LIIAO�t W}.. rv,,'rii .iT` M1 DRUM MUM2 DLYA ace Wror OWX- CONDUITAND CABLE CHART TMRE 81ZE AND TYPE rtE� ata rtEat s2o rtE�t toot LENGTH coNor coNDr eLec RUN NOCONOUR STATUS CONDT (PVC) UlmCABLE STATUS CONDR 12 FOC 7a FOC 88 FOC OF RUN RUN NO IRME.{29 � aol (SCNo aoI (NO. e� sr aM ax cal tah ta-► TNSUL. (TR@1CN) (BOW (iRACq A LA R2801 R2682' WA IA 1 225 R2802• RUN STATUS: E - E)aS71NG, I • WSTALL, A - AERt4L, NA - NOTAPPLICABLE • CONDUriANO CABLE LENGTH REPRESENTS TOTAL LENGTH OF RUN CONDURAND CABLE MAY EMEND ACROSS MULTB'LE SHEETS �\ � \� /•\ � \� } \� \ \ / / 2r.4p z � d Ea16Kh » e ■ w - 0 w y,ptE`KP CJ T RENT CHARLES RACIRS H iO 95185 w z "0 a+ U � O m m , A Y. U orrt! avmn L_ caanurc AND caeLE cwuzLL r uwRE s� MD WIPE w,> z v j&2 WE ff to J �Ui(4�XTfi1JUef�i_ECH,#grS � (� � IMAMTYPE Comm CONDT CABLE am LENOTH C) E V- _ Imuo STC KERB CONOT opvl:i {PYM STATUS 12 FOC -TIA... 0 �N hUN NO. C ow Gn M00 Ml p cm dm (NO. S) SM � On (49 iNSUL �! (TRENCH) (BOW (TW44 � C C E k C YEIk 4F t Im L — Ij4 7 R n L+ TMp •.+ - - A IJi 1 1 mm mmmx AL y 343, 0. NXIM!, A. MYPL JOA-WYrAiM%rAes.F �.xa ax em (HM. lCf YUF,i M% ram E WrW K w RN FtZM HILS SEEN NQJIDEO IN TDTAL FIBER "NTITY FORDS S&L eiw F a a Na ta+� R ra TOTr� LL#IDT! cx xel bYll R �.0 FA- M MAY Ex+of AOwjgC WWdULE &HEM L29 22 H £ ROar�ru etgyK"�Sp1 2 SKEW CHI :.3p _.i .{� 95185 iV� 0? rn a p ... Z to U 0) 0 viLw4iRr=AiGYYPE -a O — a1) 4 rrl 4r�~ ; •CD camc AI •' r'LyrtRU►AJ�11�F;�; t: ,lv�45, C E U a , was bourn �, hW; • : - ' _ W' FL - c Yaot+ec u4un EIUYY2 D.EM1R } � I ONN0.:mtitl00! Liu rrM �,8 Ta� Q RM W , RUH ND STATUE CONOT CONur CONDT (PYC) { 1�'Yw BTATU6 RUN,NO ELF OONDR '12 FOC LBIGTH 9l FOC iN<FGCOF RUN (SHo 4) 14`dCl W Yfi (NO. B) 8Y SM 9Y IFFET) (4') i (�") INSUL RA�1 , lei) tT��l fiWA LA 1 106 fn7NUv2 jai Ma _ frA 4k 1 1�G .'S�P9 IL iA 1 1,4 R3105 ippit Nk lA 1 �uwbua-e�trao, i-+9rua.RvuoP.� ' {7oYE]Lllr.kh4{'JHLE WM.7F{ERWpMM xOfAi U:py7H t3F RI.YI. G7NMIIT 14N0 dhHE MAY P3Pff A[?1R�9'J i<11LTJvLE lilGL'Ti r-�- rc•OF `u%to/ i* LLI a7k..i ....„ -- --- ---- � - ifF.IR CHARLfS i(ACIR s �� 95165 14: d u z � r = L In w0 z � J cowouRAND CABLE CHART ii a�i Q � f~ G pJl. O U arc Wrt 2 o oa+we oOM oawa d4MM M quxo: om�me a� L31 WIRE SIB AND TYPE REM 818 REM 820 REM LA01 eoNDUIr CONDT' CONDT CABLE EI.6G [.BJf:TFI RUN NO STATUS CONaR STATU8 COMM� � 12 FOG 76 FOG YB FOC � RUN � (BOND � (BCHD � SN SN 8N (1') aREnan (1'� � INSUL � to, I R31ot R31a2 WA U1 1 Za6 R31a2 R3703 WA IA t 335 R31IXi R87a0 WA IA t 19D RS704' 0 0 o a o a RUNSTA7US: E-E)aSTINO,. i-INSTALLA-AERIAL, NA-NO7APPLICABLE • CONDUITAND CABLE LENO7N REPRESENTS TOTAL LENC•7H OF RUN. CONDUlTAND CABLE MAV'EXiEND ACR053 MLk.TIPLE SPIFFY& y1P�E�� .KENT 0 AR n KAC1R J 95)0" e e L 0 W S W W Ua UI) r 1 W S W� V PP 4�* � m t 4 c� E o c� � DUrAND GABLFcaiAW.' 0' to ffm eta s REM mj rrEM Lop? COlOIRF CClDT ; CABLE E. LENGTH LL `•' . .- ,� ..._ yy RUN IIO STATUS OONDT STATUS CONDR 1 12 FOC 78 FOC 90 FOC OF RUN RUB HO C m YAW I i !F r i (�) (� ! A4F INO. S) StA SM SY (FEET) �r " - 3 ,Y,a•I)+D, (� (4'� INSUL. C - _ .��a.�' i'`+ _ R►B leoRE) (TRACE)I m G lh T Y14 Awmi IW4 :G5 hllb� C , ,m Ra2ID G U ins F* FCM@ N!A LO A 4A T .i -oar69MI6 oJa,,Ja J u I a j a p oHMMm M n_r•'{+yi�. m.R+srnRM t-eOMM 1-,aruL�n-AE+ewL+u- WrAMMULA ' �' , ..' ..3. _ } yT.. • FplK W OF AERIAL CABLE SLACK IM W1 M= HAS e02W O1FL�p ii TOTAL FUFA UWlWWFY FOR M 9M, •'C> C1aR+A�CMLLIMAL LEMEM OF M-UlL MNMFrWr UWWAYZ 7 ACM%&MULTFLF3WM L32 7—' MATCHLiME- SEEE3 L32 MATCHUNE - SEE -SHEET L34 Advanced Traffic a *�� Management System I 9� ❑�❑ dty & ; Ism �d Aseodatas, Inc. Avenue A Fiber Project Lubbock 1 TEXAS Y L� D b. 7X 7=1 pMnW= Raw F•Ym Communications Layout OF ;iKM OWEES KACIR; 95185 r/i to L A w z z 9 OUNOuri, API 13 j)IBLE r.HAR 7 ca %kRE UZE A?LD I W- a. ITEM 618 IffEM..l REM LM CONDT CONOT CA13LE ELEO (Pvq ZNDR OF RUN RUN NO RUN NO cowourr ,2 STATUS 12 FOC 36 MC 96 FM STATUS ;r (SCHD 40) fl&;�" ST SM SM SM. oqam L CR (4'1 (41 INSUL C E < c (rRENCH) (BORE) (MACE) cc 4) r_ I a) > LOL I as —T—Ruff-- E N/A I LA 1 on C CO DPA LA 1 118 CoM E WA 2 Trwa LA I mALA I 1R&MA Lh ICAV VAIM I FMM We I Qi R*lm ama� pat n am mm mum C EAUTM. I - WPAU- A- AHML %A Nm &PPj■L;AJaZ RMS: IW Of: GNU VULrK N &&Wl F" Mv *nUD� IN Lf[T.0- FRMgt %LMrri FQR IQ SM. Oawurmo rLr= unNum sEPREmKm Tu%LLBdrm cLF RLiFL ca"mu -.7BIG AKD rARLE WILY EA,-R�05 b�TIFWEFTS TS L34 u MATCHLINE - SEE SHEET L34 pwd�OF l(ENT---FIARLES IfACIR �95185� tt WLLI N W r W Z C? (D O �, 4T pURNiD Aet-C � -W a J SNR 5L #ld7'1'PE L- v) R� SIB +I tM REM 1009 _ C C UT C.ONDT COItOf CABLE no LEN6TF1 � -W RUN ND STATUB CONDTM4 STATUS !2 FOC 88 FOC 98 FOC ON)CONDR OF RUN RUN NO C LL i rf � PM040) )16e6 1 MO.8) SM SM SM IUD .�. G ('r) (4') INSUL Q •i Q I i cu U L > U MAih i 1 9h am aNimu R9FQr wA :x , Ys R7enG' m o^k. TVTAUas ,6 L,9TOTALL - R.rr8TA99A,-E7®TPC, r- ALti ..iFR.LH-%-r0r•'Pr'Lr0AU •o ixlc r-Ork 1=1W `'MLY SLAGS W 0�� HAS BEEN NCLUDED IN TarAL FIBER QUANTITY FOR 98 SM. uurw anami 'coNb.lrt ANDCABLE LEPAcrlii nE9weg6WR TS;pe LU'tnN92=iia6Lcomoii.LWYrkuLE MAv EXFiC r,Ca=S WILTPL=tl1C-2: ,qC WJ • � � II r��cr�rwaco�w�Ida, tVUWLRR 6 R eL rr; � f+ ffS �*tin,GMT OU ,ice - qNP �I?j ��1�I�r,1+,5HLS hYy,YQ rliY.�j7' _y_ollJ 1 dL - � '_ .1s_cLt--l5 li, �.-J.,Ltr,l �7�ter• JrEL'- fki� � 5HC%�4E72i0t l� UIIL t s: M * 4 IS.wu,Un .,+Lk:t•NJ�LkJ Li yOUT j wnur w„ur r wrr; ue� .�..�,., Me � CONDT (S") MC0 � STATUS �cm- 12 FOC 1A FOC W FOC � RDN NO ' (4) (41 NSUL am sa sb 1� (TR6cm Pam (TRACE) I i r I I s R�rA r I r I 1 lamr I I 5 716VIA E 'Jp7 rid T i i HSDILL. A-AFgF+k, Y5h- uff-P71.MAM c v 1 MILE SLACK N GB4M, CD-11+, AND GS4M HAS BEEN NCIAAED N TOIAL FOM AUANM FOR 88 SIL CYII r Rrr=nJ A4FFAFYIri 7o'I'�i � CYlilu K a, u fYM1n 1rr�rf, (`JCI C ue V cYrPNt eronuC V B tnr F AMFG'M , j,�----�•--, ;, f`...�� r'—•--� ram"' r"�..-t r�� '"'"'_"''! --. (�----1 r----� 7-1 IA it gol- 4i �KENT CHARDKAKA �:r[ /("y 9SIBS' HMS ?'Or ram ZdA FqR k" GRMM B06W MEEN hcuC6 W rif MD%L kklo& IT+ FOR EACH CONDURRft 1 h co+cws*+�o "I LDZrrH REPFJLSEMM-rCriuLED¢Dia- RLR COwouTM& QMLLWAV PREWDMMnX9 NULmLE 5F=s 1 U C-2 tO 0 a) 'o •� a w� L J 1 — N 2a) 0 ++ a) ¢ rn a) m = E Q CID O. U m>M mmo m DA" mvm PAWR C,P1Jm Imf 1110{110. " ®IidDY L37 SOUTH SIDE OF MUNICIPAL CENTER 0 MUNICIPAL, UARKING GARAGE CITY OF LUBBOCK TRAFFIC OPERATIONS CENTER SERVER RACK INSIDE TRAFFIC OPERATIONS CENTER ANDTDIOOflNCAn� LEGEND 13 EX nNG GROUND BOX —^ — PROPOSED CONDUIT ,PROPOSED GROUND PDX — — PROPOSED FIBER OPTS CABLE 1�I PROPOSED FIBER PATCH PANEL E r V" o 45 IF > d �. -a � �. rn Q o co Q � 2 Q .2:, U aae ar�m�z orsnnec os,xw orurRt w.wa mca� �c quw: aeimme P01 WEST SIDE OF LP&L POWER SUBSTATION 0 LEGEND AMDDTDII �I CATION ION ® EXISTING GROUND BOX © PROPOSED GROUND BOX ® PROPOSED FIBER PATCH PANEL o EXISTING POWER POLE — — EXISTING CONDOR — T PROPOSEDCONWIR -- PROPOSED FIBER OPTIC CABLE PROPOSEDF OPTIC CABLE NOTE: 96>SIBAC�IE,TnHE�dITY BB�OCKTT0JUTCH MPEERRTERMINATION OF FIBERS ONPORTS 1.4 FROM THE EXISTING 24-PORT PATCH PANELTO PORTS 19-16 ON THE 9S-PORr PATCH PANfiTO ENABLE DOMAdUNICAnONS BETWEEN TA= AND THE CRY OF LUSS= TMOACROSS THE NEW FIBER RING. PROPOSED CABINETAND 96-PORT FIBERL PATCH PANEL INSIDE LUBBOCK POWER AND LIGHT POWER SUBSTATION BUILDING EXISTING 24-PORT' FIBER PATCH PANELS W V� .0o rQ er-4� XL* E V N � La �.. (. t .r � E LL u) > Cc _J otS ¢rw- 7 a Q m�s vir®n mom oawa a�wtt oiama ®� mm aura+ os�wma P02 No Text t4r�' rh GIs } CTL` kt� x Z 0 �m Gi O �- f0 NN'`• ti} CITY OF LUBBOCK TRAFFIC MANAGEMENT CENTER FO � FIBER OPTIC rl---------- r— � t 1 1� x4 ETHERNET 1E 1� SWITCH $ � 1 1 -1----------1 iOT 13 a 019 02S pSl x 03 0s 09 15 020 021 04° 0xt 03x 0ss ° 01, 10 Oft 16 ptT xx 024 26 O29 N O35 Or.012 0S8 02 p30 p38 037 043 p49 055 061 p67 se O39 44 0 50 062 so ObT 62 O°3 n O69 040 041 046 047 082 psi 0so 059 064 065 0To 71 0 O42 0" 054 0i0 0K 072 073 p79 O°i 091 074 A pK 022 0T5 0T6 661 0°2 0B7 0" 083 054 OTT 083 O" 0115 07e 0°4 Oho 0°t > (FUTURE PROJECT) QD _______________ FIBERS _1 _12(TUBE 1)___ >- __________ ____ FIBERS 2-24(TUBE 2) _� 31-' 25_ 36(TUBE 3)___ _Of ________ ______FIBERS BE 37_48�(TUq)__ __ ______^__ _FIBERS - --- FIBERS 49-60(TUBE 5) =)� FIBER_-_,---------------- 61 0= _----E - _ ------ ,_._______ FIBER----_84(.----) _ - _FIBERS -? _- 85-96•(TUBE 8) Q 96 SM CABLE BACKBONE RING NORTH NOTE. 1. SEE SHEET T01 FOR FIBER TERMINATION INFORMATION. 2. CITY OF LUBBOCK TO PROVIDE AND INSTALL ETHERNET SWITCH. 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. FIBERS 1-12(TUBE 1) _______r___ D.O FIBERS 2,24 (TUBE 2)_ —I� \ _ --_FIBERS 25-36(TUBE 3)!_�-_-_-_______-_-_-___`__ _--FIBERS 37=48(T_UBE 4) �______ r___ --FIBERS 49-_6_0_(TUBE_5)_-� ~ n FIBERS 61-72(TUBE_6)_______________ �A -_ FIBERS 73-84(TUBE 7) m _ FIBERS ------BE 8) __ ___________ m 96 SM CABLE BACKBONE RING SOUTH E 5 m I H `0 � � � LL U > � m ar- _u- � a' 0rm xnmit o� oawa Sol s C `1 W EXISTING TRAFFIC SIGNAL CABINET MAIN ST. AT BUDDY HOLLY AVE. $� Fo • FIBER WTiC NOTE: E r--------+ I TRAFFIC I 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH.` `CONTROLLER, >_ 1� 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR SE 3 CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. ..•ti OF j+ + ETHERNET g*_ 3. CONTRACTOR TO INSTALL 12-PORT FIBER SI SWITCH 1 I PATCH PANEL AND TERMINATE ALL 12 FIBERS �«.....«...................:».,� iKENT CNARLES.K C7 ig - J_ _ _ _ _ _ _ _ - OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS �' j 95t 5 i. 1 AND 2 TO FIBERS 1 AND 2 NORTH ON THE rr� 4 ��. 96 SM BACKBONE TOWARDS THE TMC. REMAINING K DROP CABLE FIBERS 3-12 LEFT UNTERMINATED. IN THE SPLICE CASE. 1 2 4. FIBERS 3 - 12 OF BUFFER TUBE (1) ONE ON' THE BACKBONE CABLE TO BE SPLICED THROUGH, V 000000�10000 2 3 4 5 6 7 8 9 101112 —_-----_—_-----_---_—_--- /1 + 1 1 i Iyi 1 1 1 1 1 1 CABLE ON 96 SM I BACKBONE WHERE p 2N PIGTAIL IS SPLICED ELU 12 SM FIBER 1 SPLICED TO 96 SM 1N 12 SM FIBER 2 SPLICED TO 96 SM 2N DROP O C� 12 SM FIBERS 3-12 UNTERMINATED CABLE FIBERS 1 AND 2 UNTERMINATED �+ U) a AND LEFT DARK. FI:BERS 3-12 SPLICED THROUGH. C (D � � _______________FIBERS 1_12(TUBE 1) _,___ ----_-_----�- _ ___ ---FIBERS 1-12(TUBE_1) Q -- C N Q -___---+~^_--- _ FIBERS_2-24(TUBE 21--- --- ------------------- _-- FIBERS 2_24(TUBE 2)----��___------ �-. __-FIBERS > UFI_B_ERS 25-36(TUBE 3_)_--- ---------------FIBERS 37_48(TUBE,4_)_-- ---------------- —3 -- -------- --� 2_5-36(TUBE_3)_____--_--__-_-___ C)� -^-FIBERS_37_48(TUBE_4),___---------- �_ C C jL ~-----------�-_-FIBERS 49_60(TUBE_5}_ ----- -_-----------------_- -- --FIBERS 49_60('TUBE 5) _------�--__ n� a _____ FIBERS 61-72(TUBE 61 __ _____ _________________- _-_ __-FIBERS 61'-72(TUBE 6) ______________ m-I ______________ FIBERS 73-84(T -- - ____ FIBERS 73-84(TUBE 7) LA CrAm DAMN FIBERS 85-96(TUBE 8) FIBERS 85-96(TUBE 8) ------— ----- --------------- --- -- —------------------------------ — aeea®e mac 96 SM CABLE TYPE 1 BOX 96 SM CABLE Maude - .GROUND BACKBONE RING BACKBONE RING NORTH GB-0202 SOUTH $02 EXISTING TRAFFIC SIGNAL CABINET 19TH ST AT CRICKETS r--- -----t t t t 1 1 1 TRAFFIC t + CONTROLLERS t t t ( 1 i ( i GTSE_�_ CONTRACTOR INSTALLS CAT 5E .CABLE PROPOSED FIBER HUB CABINET 19TH ST AT CRICKETS --su—%E _ _ FO - FIBER OPTIC rrl----- L ---- r 1 r i L RxI t 4 1 1 Tx1 Tx ig' ,ETHERNET 't i SWITCH igt RX2 i t t-t —1----------' s Yam. 4 1 2 3 14 1 1 5 6 01 02 07 Os 033 014 leis „ 0 „�$ 026 1M1 X32 07 t OS Os 02 10 011 Oat 015 16 017 0ts 021 22 p23 0� 7 3 0Y° 030 _,-633 34 035 036 36 54 A IAl 98 SY BACICBWIE------------------- NOTE: 1. SEE SHEET T02 FOR FIBER TERMINATION INFORMATION. 2. CITY OF LUBBOCK TO PROVIDE, AND INSTALL ETHERNET SWITCH AND 2070 CONTROLLER., 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 4. CONTRACTOR TO INSTALL 36-PORT FIBER PATCH PANEL AND FOLLOW SHEET T02 FOR TERMINATION INFORMATION. _______________ FIBERS 1 _12(TUBE 1) -;iiIli, m%" ,%,-----.- +Nr -- ___FIBERS 1_ 12(TUBE 1) ________-_.__-_ A i FIBERS 2-24(TUBE 2) _ �' 1%%%%%`----------- _FIBERS 2_24(TUBE 2------------------ O U ------------ ___FIBERS 25 36(TUBE 3)___ ___ FIBERS 37-48(TUBE 4) __—_��/fill I1��'\`��___ -%,,� ''1\`� ___ FIBERS 25-36(TUBE, 3)__ _,_.__ ------------------------- FIBERS 37,48(TUBE_4)______,_________ Cain pm FIBERS 49-60(TUBE 5) --------------- - - - - --- _ --- ' r 111t` ---- -- _ - �� ---FIBERS 49-60(TUBE_5)--------^- -^ =Z b FIBERS 61-72(TUBE 6) ��� r ' 1� `-____ __ FIBERS ------ E 6) C ______________ FIBERS 73_84(TUBE 7> _ _ r `��____ %� ___ __ FIBERS 73-84(TUBE 7) �m D ______________ FIBERS-96(TUBE 8) �� ___ FIBERS 85-96(TUBE 8) • 96 SM CABLE 96 SM'CABLE BACKBONE RING TYPE 1 GROUND BOX BACKBONE RING NORTH 19TH ST AT CRICKETS SOUTH E E U ;o a CO E E co .a W Q a c LL. Dae mvmin oaomlmc aeon wwft oexn ""m onaeom S03 1--- :.....,,d EXISTING TRAFFIC SIGNAL CABINET IH 27 AT 19TH ST. FO . FIBER OPTIC NOTE: i"--`-----� 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL = 1 TRAFFIC 1 2070 CONTROLLER AND ETHERNET SWITCH. lk. 1 CONTROLLER, g q _ _ _; �� 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR G CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. F,---1----- Tx I iETHERNETiggI rx 3. CONTRACTOR TO INSTALL 12-PORT FIBER =�Pi• 4 f RX i SWITCH 1 1 Rx PATCH PANEL AND TERMINATE ALL 12 KA 1 1 FIBERS OF THE 12 SM DROP CABLE. Ki O{pp"��S CONTRACTOR TO SPLICE DROP CABLE FIBERS � gglas Fo a1J1PERS 1-4 TO FIBERS 1 AND 2 NORTH AND SOUTH ON THE 96 SM BACKBONE. REMAINING DROP CABLE EE - LL FIBERS 3-12 LEFT UNTERMINATED IN THE SPLICE CASE. 1 2 4. FIBERS 3 - 12 OF BUFFER TUBE ONE ON THE BACKBONE CABLE TO BE SPLICED THROUGH. V 1 2 3 4 55 fi 7 88 900002 bo^ -------------------- At 1 11 11 1— 1 1 A. 1 1 1` CABLE * ON 96 SM IN ! 2S 1 _1 1 1 ,I i� ti BACKBONE WHERE ( 2N 1 IS PIGTAIL IS SPLICED 1 .��% •�*`�` E12 SM V 12 SM FIBER 1 SPLICED TO 96 SM 1N DROP N OL V 12 SM FIBER 2 SPLICED TO 96 SM 2N \ 12 SM FIBER 3 SPLICED TO 96 SM 2S +r 12 SM FIBERS 3-12 UNTERMINATED CABLE [O 12 SM FIBER 4 SPLICED TO 96 SM iS rr.(n ` i 12 SM FIBERS 3-12 UNTERMINATED H ",r., V Fn FIBERS 1-12(-- 1) _!_________ ___ ___FIBERS --1--1-2---E 1)____--______,___ y-i N '� �w FIBERS 2-24(TUBE 2) __ FIBERS. 2_24(TUBE 2) __________ -�O. ,p rn ----------------------- --------- ---------- ---- ------------- Y FIBERS 25_36(TUBE 3) ___ FIBERS, 25-36(TUBE 3) ________ __ WD < a C LL --- -------------------------- --------- ---- 2V __________ _ __FIBER_5 37-48ITUBE 4)- _______________ ___ ____ __F_I_B_ERS__37-_48(T_UB_E_4_)_ _____________ �� N o� _ FIBERS_49-60((TUBE 5) _____ ____----- _----------------------- -_ FIBERS 4_9-60(TUBE_5)_______________ IZ Q '-v FIBERS 61-72(TUBE 6) __ FIBERS 61_72(T9BE 6) ______________ c xm� ---------------FIN---------- ------------- ---- O f - FIBERS 73-84 (TUBE 7) _ _ _ _ _ _ _ FIBERS 73-84 (TUBE 7) F---------------rri -------------- ---------------------- -------------------------- ---- Q _FIBERS 8_5-96(TUBE_8)_ - ___ __ _ FIBERS 85- ----E 8) ____ n onaxs onrn 10, 96 SM CABLE 96 SM CABLE wato: m+�m BACKBONE RING TYPE 1 GROUND BOX BACKBONE RING NORTH GB-0903 SOUTH SO4 C � 6 EXISTING a TRAFFIC SIGNAL CABINET AVENUE A AT 19TH ST. lei NOTE: FO . FIKR OPTIC - E -! 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL = 8� TRAFFIC t 2070 CONTROLLER AND ETHERNET SWITCH. .CONTROLLER! 2,. CONTRACTOR TO INSTALL FIBER JUMPERS WITH si " 1 SC-APC CONNECTORS AND LEAVE COILED FOR B CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. OF ! - t 3. CONTRACTOR 'TO INSTALL 12-PORT FIBER •* , � tt .ETHERNET i PATCH PANEL AND TERMINATE ALL ) 2 w...,.....».».i...� �t SWITCH t FIBERS OF THE 12 SM DROP CABLE. iK------- EKACi __--__-_- CONTRACTOR TO SPLICE DROP CABLE FIBERS �9�� 95185 w. 1 AND 2 TO FIBERS 1 AND 2 NORTH ON THE y t 96 SM BACKBONE. REMAINING DROP CABLE FIBERS 3-12 LEFT UNTERMINATED IN THE SPLICE CASE. 1 2 4. FIBERS 3 - 12 OF BUFFER TUBE ONE ON THE BACKBONE CABLE TO BE SPLICED THROUGH. •S V 0000 000000 �p 1 2 3 4 5 6 7 8 9101112 CABLE # ON 96 SM IN ! BACKBONE WHERE 2N -'- PIGTAIL IS SPLICED 12 SM FIBER 1 SPLICED TO 96 SM 1N 1DROP 12 SM FIBER 2 SPLICED TO 96 SM 2N N O` 12 SM FIBERS 3-12 UNTERMINATED CABLE FIBERS 1 AND 2 UNTERMINATED >> a 03 FAND LEFT DARK. U3 FIBERS 3-12 SPLICED THROUGH. a.. ty N Hv FIBERS 1-12(TUBE 1) _�EF RS 1-12(TUBE 1) p� Q NW_____-,___----___---------- 2-24(--- 2)___ ___-___�-__-_------------------------------------------ ___RS ---- UBE_2)_----_________- -10 > m 2V _____ FIBERS 25-36(TUBE^3) _____-_____ __ -__RS 25-36(TUBE_3)_ Wn ¢ C: C -------------------------- ----------------------------- __,____________ FIBERS 37�48(TUBE 4) _ RS 37-48(TUBE 4) ______ p< m �� _ FIBERS_49-60(TUBE 5) ______RS 4_9-60(TUBE_5f_ =m V ---- ---___ ------------------- -------------- FIBERS 61-72(TUBE 6) __-__ __RS ---- -- 6)______________ern-------------------------= -- ---------- _. _ _ ______FIBERS 73_84(TUBE 7) __ R_______a--------- ------ _______________FIBERS 85-96(TUBE B) RS -------E B) _--_ n----------- — --------------------- ---RS8------------------ oor,� brx 96 SM CABLE 96 SM CABLE BACKBONE RING TYPE 1 GROUND BOX BACKBONE RING - NORTH GB-1 104 SOUTH SOS My � �F .,� w �� m.� •.. _W _�, r- --� 17-7 EXISTING TRAFFIC SIGNAL CABINET AVENUE A AT 34TH ST. r--------------- I 1 1 I 1 I I TRAFFIC 'CONTROLLER: i I i i I i i I i I I I CONTRACTOR INSTALLED — CAT 5E CABLE PROPOSED FIBER HUB CABINET AVENUE A AT 34TH ST. CAT b_F• _ FO • FIBER OPTIC I ti-----L----r1 Ili i TTxl + I ETHERNET 11 SWITCH 1 axe I _ Tx2 I 1 1 1 1 Io I $ 1 2 3 4 1 5 6 LO I I I FIBERS_1 _12(TUBE 1_)___ F-N �w ____-__^ _______________FIBERS ___^__ 2----- E 2.) X 25—_3_6(TUSE_3)__ _ _______ _______FIBERS __ - FIBERS 37-481TUBE 4)_ rn Cc FIBERS 49-60(IU6E 5) .- V ------------------------- _ _ FIBERS (TUBE 63 OH _ _ _ _ _61_-72 FIBERS_73_----:874 E 7) a __� ___ _ __- FI BERS 85-96(TUBE 8) 96 SM CABLE BACKBONE RING NORTH 01 O2 �b �� 06 OA OT O� Ob Of0 071 01! 01s 014 Otb 016 017 Oda Ov Oto 021 O=! 027 OZ� 26 �ti Ob0 s 13 34 Q3! O% % SV BAlx8016 4 = ! ! 1 1 \ TYPE 1 GROUND BOX AVENUE A AT 34TH ST. NOTE: 1. SEE SHEET T03 FOR FIBER TERMINATION INFORMATION. 2. CITY OF LUBBOCK TO PROVIDE AND INSTALL ETHERNET SWITCH. 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 4. CONTRACTOR TO INSTALL 36-PORT FIBER PATCH PANEL AND FOLLOW SHEET T43 FOR TERMINATION INFORMATION. _ _FIBERS_t-12(TUBfi 1) ............... FIBERS 2_?z4CTUBE 2)-- _ _-__-- --t 0 FI_B_ERS 25-36S_TUBE3)_ ----------- __ c7tn -_ ---FIBERS 37_48(TUBE 41 Om -- _-rFIBERS 49^60(TUBE-5}--------'----- �z -- - UBE --------- -- 61-� C FIBERS 72(T6l Fi_BERS_73-_S_4(TUBE 7_)--------- ---- U)m -- ----------------"Ia FIBERS 85-96(TU9E 8) ___,----------- 96 SM CABLE BACKBONE RING SOUTH 85 E U V (D O y i f M E °EVE) Qcon 'C `- Q> �i MA Wt S06 EXISTING TRAFFIC SIGNAL CABINET AVENUE A AT 50TH ST. r--------------- 1 I 1 i 1 1 1 1 i TRAFFIC ' 1 1 I CONTROLLER, i I CONTRACTOR INSTALLS CAT 5E CABLE PROPOSED FIBER HUB CABINET AVENUE A AT 50TH ST. FO F190 OPTIC 1 1 I 1 ftxt I rxl I t ETHERNET t l i, SWITCH , I R%2 I I 1 T%2 1 1 I I ---------J_ E E _ J Q __-_ ___�_____ FIBERS _1 12(TUBE_1)___ _ FI_--- 2-- (_TUBE 2) W� ___- _- -r-_FIBERS-25-36(TUBE 3)_l_ -_ z = FIBERS 37-48(TUBE 4) w� - --- - - - -- >� _______________FIBERS 49-60(TUBE_5)_ E. _ __ __ ___ ___FIBER_5_61_-_72(T_UBE 6) _ _ O� _ ___---- _FIBERS FIBERS-84(TUBE 7)_ _ _______ FIBERS_85-96(TUBE 8) _ _ 96. SM CABLE BACKBONE RING NORTH Ot Q2, �3 0/ OS 08 QT 09 �9 O70 �ti Ou Ot3 �14 pis �76 01T Ou Qi9 �20 Q21 �22 Q2] p2/ 25 26 28 O.iB 030 31 32 33 3, �35 O� 36 Sll ARTERIlO. % SY HACKBWE IZe t.� � �!!11 v If11t TYPE 1 GROUND BOX AVENUE A AT 50TH ST. NOTE; 1. SEE SHEET T04 FOR FIBER TERMINATION INFORMATIQN. 2. CI'7Y OF LUBBOCK TO PROVIDE AND INSTALL ETHERNET. SWITCH. 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 4. CONTRACTOR TO INSTALL 36-PORT FIBER PATCH PANEL AND FOLLOW SHEET T04 FOR TERMINATION INFORMATION. FIBERS 1-12(TUBE 1) -FIBERS 2_24GTUBE 2)_............... FIBERS 25- -_-_36(TUBE_3)_______________ --- _ FIBERS 3_7-_48_(TUB_E 4) ______ __ __ FIBERS 49-60(TUBE_5) __r___________ FIBERS 61-72(TUBE 6) ______ •__ __ FIBERS 73-84(TUBE 7)________._ FI,BERS_85-96(TUBE_ 8) 96 SM CABLE BACKBONE RING SOUTH m W O U 2 Q LUBBOCK POWER AND LIGHT SUBSTATION SLATON AVENUE Fo - FIRM OPTIC NOTE: _ _ _ _ _ _ _ _ _ 1. SEE SHEET T05 FOR FIBER TERMINATION i �z INFORMATION. 11 t5 RX2 2. CITY OF LUBBOCK TO PROVIDE AND INSTALL ETHERNET 11 SWITCH RXI ETHERNET SWITCH. 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH _ _ _- _ _ _ _ _ L ; SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTION 01 OT 13 019 025 031 0z 03 06 09 14 0/5 O2o 021 026 027 032 033 04 010 16 022 026 034 06 011 017 023 029 035 06 012 016 024 030 036 637 043 049 069 061 067 36 44 50 56 62 66 039 040 045 046 051 062 0s7 0so 063 0&1 65 069 070 41 0042 47 O46 53 064 56 Oho O" Tt OM 073 74 0T9 068 091 075 07 60 091 68 06T 92 093 077 Os2 063 O66 086 0" 095 11 076 0A4 090 096 Q _ ___ _ _ __1-12(TUBE 1) wN --------------- 2_24(TUBE 2) -- _- ------- ���+11 _______________F_25-36(TUBE 3) _____ ' i+ ->O wl... ______________ F37-48(TUBE_4)__-- L�5 � -_____^-_--__-_49^60CTUBE_5)_ _ 61 6) ______________ _72(TUBE __ 73-84(TUBE 7) ------0a ______ _ -------------- UgEE -- ___________.___ 85---(TUBE 8) _96 LE BACKBONE RING NORTH (FUTURE PROJECT) --I _FI-B-E RS 1-12(TUBE 1) ___ __ C--I S 2�24(TUBE 2)___________Z�RS 25-_36_(TUBE_3) ___________ _<RS 37-45(TUBE4)__t____________ �10 S_ 49_6_O(T_U_BE 5)__________ ,N_,S 61-72(TUBE_�6_)________�__^_��_S 73_84(TUBE_7) ______________ �aS 85;96(T_UBE 8)_.____-_________ C 96 SM CABLE m BACKBONE RING WEST E U v ) N O N a. C#) - N E (D v U C (0 cm L C LL MC > SOB — 2070 TX T _,..,,.,,._...,.-•_-2070 RX T 3— T T T T T T T T T T RING 1 TX 1 T RING 1 RX 1 T RING 1 T% (BACKUP) T RING 1 RX (BACKUP) T T T T T T T T T T T T T T T T T T T T T T 96 FIBER SOUTH PATCH PANEL TRAFFIC MANAGEMEN CENTER LEGEND UT - UNTERMINATED T- TERMINATE IN PATCH PANEL FS.- FUSION SPLICE IN TRAY N, S, E, W - NORTH, SOUTH, EAST, WEST 2 V 3 arq c: 4 C g m Q P 6 c 1 8 rn CS $6 111 m Z T1 1213 14 U) 15 16 2 W FENT-CHARLESS XACIIR` 17 m D �j,, 95185 18 m n 19 T 7% 11 20 m 00 210 22 -+ Z 23 m fTl V x 2 25 26 O 27 Crm 28 m T 29, m ' ~ 3m 31 m c m 32 33 A ,ar 34 E N I 35 m W 36 a. Mu ~ �+ O v E u- c cc�, a € QCc r— r a� co 0) Q LL awsft �.� aea� wac wane oaaamas T01 (n 1 LLB 2 m 3 F 4. Ld J W 6 6 m w 7 FUTURE 36 SM FIBER Q m Ut3-48 TO BE DONE BY OTHERS gat7 mV)� M 1 W 2 0 3 H 4 5 1° u. 6 LL m 7 8 9 � 10 11 12 13 m14 01 02 03 04 O5 06 07 Os 9 . 10 011 012 T 14 T T 15 - T T 16 Z010 X T 17 T-�- ZO IO iZ �— T FS— 7S F$— 8$ FS— 9.5 96 SM BACKBONE, FS— 10S SOUTH FS— 115 FS— 12S F 15 16 T T w 17LL T 18 T 19 FS— 19S w 20 FS— 20S 21 FS— 215 22 �FS 22S 96 SM BACKBONE 23 FS— 23S SOUTH 24 FS-- 24S FS— 25S-96S LEGEND UT - UNTERMINATED T- TERMINATE I'N PATCH PANEL. FS - FUSION SPLICE IN TRAY N. S, E, W - NORTH, SOUTH, EAST, WEST RING 1 Rx 2 RING 1 TX. 2 RING 1 'TX. (BACKUP) RING 1 RX, (BACKUP) JUMPER TO 27 JUMPER TO 28 19' 7N —FS 20 8N — FS 21 22 96 SM BACKBONE 9N — FS 10N —FS 23' NORTH 11N —FS 24 12N —FS 25 Q T 2_6O T 27 28 JUMPER TO 33 X t �'-�� JUMPER TO 34 R1N0 t fa t 1-�" PING t (BACK UPl T T T 29O 30� TX R1NG t RX ($pCK T 31 RS1K' t 19N—FS 32 20N FS 33 - 21N— FS 34 ' 96 SM BACKBONE 22N —FS (3 NORTH 23N— FS 36' 24N— FS 25N-96N — FS 36 FIBER PATCH PANEL 19TH ST. AT CRICKETS AVE. as 1 " 2 O 3 m'� 4 m 5 ao Q0 6 m 7 m 9 c 10 m 11 }, 12 n E' E 13" V ,� 14 oa N 0 15 z Q CLZ. 0 1.7 w m it C 19 m (A �j E u- C 21 C Q ; � 22 00 —J 23 m _ Q (� ; 24 16 Q wre mama DAUM _2 T02 cs c IL V) I, $ d = W 2 id2 4 W 5 E J w 6 = m LL 7 FUTURE 36 SM FIBER E �` LQ' a 9 TO BE DONE, BY OTHERS 01 K m 10 O3 Ui t i 04 12 6. Ih �K�CHARLES KACIRy L4 1 4 00 7 0 8 �f � 95185 0111 0 012 1 T t 3 T 1 �` W 2 T t4 T 2 oV` 3 T 15 7 3 rm O r 4 T 16 T 4 m 2a 5 T 17 T S mLO F' uW 6 T 1B T 6 ai �- a 7 FS-7S 7N —FS 7 m r�1 m 8 FS— 85. 20 8N — FS 8 iii Z � 9 FS— 95 21 9N —FS 9 c 96 SM BACKBONE 22 96 SM BACKBONE m W m 10 FS— 105 SOUTH 23 NORTH 1ON —FS 10 rm 11 FS-115 11N—FS it #± Z 12 FS— 125 24 12N —FS 12 > U E m 13 T RING 1 RX 2 25 T 13 V O w 14 T RING 1 TX 2 26 T 14 0o U r 15 T RING 1 TX (BACKUP) 27 JUMPER TO 33 Sx 1 cc T 15 Z 0 ( a 16 T RING 1 RX (BACKUP) 29 JUMPER TO 34 RR1 G 11 RX t�9p,CK�1 w iT 16 m z co I Lt. 17 T 30 0 1 TX CKUP1 Co IT1. -� C 18 T 37 R1N 1 Rx lBA '.— T 1.8 c� O O 03 m 19 FS— 195 32 gINO 19N— FS 19 -n (� _ (n.w 20 FS-205 20N—FS 20 Q C O �( E x 21 FS— 215 JUMPER TO 27 34 21N— FS 21 C C CO 22 FS 22S 96 SM BACKBONE JUMPER TO 28 96 SM BACKBONE 22N— FS 22, m —i -O 0> O 23 FS— 23S SOUTH 35 NORTH 23N — FS 23 m = ¢ C C 24 FS— 24S 36 24N —FS 24 FS— 25$-96S 25N-96N— FS C Q V- 36 FIBER " LEGEND PATCH PANEL Damn UT - UNTERMINATEO AVENUE A AT 34TH ST. °"' °A"" oaa� wa T- TERMINATE I'N PATCH PANEL FS FUSION SPLICE IN TRAY N, S, E, W - NORTH, SOUTH, EAST, WEST T03 77 .__..� _._ o 1 W 2 � m � r 4 W 5 .J w 6 (n LL 7y FUTURE 36 SM FIBER Q m g TO BE DONE BY OTHERS U w y m 10 V) 11 . 12 13-48 1 T 2 r 3 T T 4EFS-75 5T 6r 7 B FS- BS 9 10 FS- 9S 96 SM BACKBONE FS- 105. SOUTH 11 FS- 11 S 12 FS- 125, 13 T RING i RX 2 14 T RING 1 TX 2 15 T RING 1 TX (BACKUP) 16 T RING 1 RX (BACKUP) T 17 T 18 19. FS,-- 195 20 Fs- 20S 2'1 FS- 21S JUMPER TO 27 - 22 FS 22S 96 SM BACKBONE JUMPER TO 28 - 23 FS- 23S SOUTH 24G FS- 24S FS- 255-965 01 2 03' 64 05 06, 07 O9 010. 011 012 19` 7N-F 200_-- 8N -F 21 9N -F 2296 SM BACKBONE 1ON -F 23 NORTH 24 19N -F 225 12N -F 226 27 JUMPER TO 33 1 p 28 JUMPER TO 34 vo 1 F 1 p1� 3RlG'AA Up1� pING 19N -F 32 20N -F 33 21N -F 34� 96 SM BACKBONE 22N -F 35 NORTH 23N-F 36 24N -- F 25N-96N -F 36 FIBER LEGEND. PATCH PANEL UT - UNTERMINATED AVENUE A AT 50TH ST. T- TERMINATE IN PATCH PANEL FS, - FUSION SPLICE IN TRAY N, S. E, W - NORTH, SOUTH, EAST, WEST T 1 r. r'+" T 2 T 3 T 4 fn m T 5 T 6 aor,Q. -cn � S 7 5 8 m c :/� B 9 c S 10 S 11 m S 12 n T 13 T 14 0 � V N 0 0) T 15 Z C) �+ d 0 T 17 m Z (- c C T 18 On m O W SQ 19. S. 20 m - 0 C �= Q C S 21 c ; N H S 22 5 23 00 m --� = -0 Q : C 5 24 5 Q tL I 1 auxa, ZZ T04 Iz-n N -1.c � nzc m(Hi ..zm foa� r- sz4 i rIn -4In "po'r m �o S z ` -Cm r m r- V r V) cz a)o (AM D -4 ZD`17 �H n =m -V � D rz D rrl —+ r 0 z 96 SM BACKBONE NORTH GREEN'BUFFER TUBE F ORANGE BUFFER TUBE BLUE BUFFER TUBE W J W W W W W W .W N N N N N N N N N N -- -- -' -- -- W Co .I O1 N a W N .0.. Of ifI a W N O w Co -J M (A a W N O to W V b. tT L W N -- z z X X X � N N n W W W W W W y, W NN NtoNNNIN-- ------ --- N L N O W 0 .I 0 0 a �I -E1 w .ft W N O W 0 E1 m W W N � O Io OD �1 O1 VI G W N Advanced Traffic Management System o` city of m`o�y IGmley-Hom and Assadates, Inc. C lubbock t N Avenue A Fiber Project °Q x �y ' ,ww��I� �^"°` TEXAS / ..f �i+ urancm+sl 1� M"W INn 6ec F-Ot8 -�E** to or Fiber Termination Diagram '� ��: I DANGM HIGH 1R1FFVOLT1 W�WOFIIEM! �— PLAN VIEW I 1 41 SIDE VIEW TYPICAL GROUND BOX aLr.'S.t m VER UMGM K e TRAFFFC' , an .o eac BOY COFER GROUND BOX SCHEDULE CMID •A• -ft - BOT LDDIA 1TPE nN'm I a1 a= >s . GROUND Box COVER DIMENSIONS aauBD ION TWE muslaa aAam 0 C F 0 I a I a, a 3 fowl f9 1 17 H 3 JtL 1 1 VIV - A" Box APRON I31.00 WE ILL D-0O 1-1*7U-9 �:iTil TYPICAL CABLE CONFIGURATION SIDE GROUND BOX SPLIT TIBYB C "W'A l LE CW FO �¢ CAYDIIIT FINEIVOMMEGTIM CABLE TRIM CHIT SECTION 'B' VEMICALLY AL1017, Cd®WTS TY 1 OR TY E: GRM 00N 0 PROPOSED CDNDUIT(S) SHALL ENTER THE SIDE WALL OF ALL TYPE °1°ITS GROUND BOXES. CONDUITS ENTERING THE GOTTOM.OF THE GROUND BOX WILL BE DEEMED UNACCEPTABLE. WITH, SPLICE NOTES: a 1. SEE EDI31-a0 STANOAM FOR COMCJETE M M DETAILS COVER Alm ADDITIQIAL TAWW 00 BE0111118 M5. a A 1=1AA1 BEID RABIBs OF OAL ' WALL BE WRITAINED ON ALL LIMITS COFUJINI110 FIBER OPTIC CULL R O CZ101BMT1011 CALLS. TIE TOP VIEW AND SIDE VIEW L OMIT SWSI IS FOR OMIPLE ONLY. AOOITIOML CHITS IIBD RADIUSSWuI BE six TIIES TIE COMMIT DIDEIEp. MY BE IEWINEO AS SNOW ON THE PLAN WEETL 7. ALL BDDS WMLL BE FACTTYOT BDDS OLLLI 3. 0 B BON COVW SNLLL BE _ B. OONINACT� T � u LATOO! S1�E75. 1. TT I MM BWES MALL BE USED AS SNAN OM THE BANS A MOTTIONAL COIBYDT ENIRMMES S1MLL 0E PIDYIDID AS ON SPLICE ENCLOSIM ARE REWYED'. SN= ON TIE PLAN LAYOBF SREEIs. S. CONWIT ;WALL EIM THE OR M BOB TWANN THE SIW OML• G 1— 'On in V CD m Q cc N MTN= Oi06 v^mn matt a^" om:�ma �wc mamm mOmm D01 BAWILL SOIL NO MEE TE 4) I- Dino sm PLAN SHEETS — FOR CONDUIT SIZE WXE AS SNM ON PLANS) CODE OF P4%VEMENT- EDGE OF TRAVELED CONDUIT TYPICAL ROADIKAY PLAN SHEETS r u (SIZE AS SMOMN ON PLANO Cm IT SIZE MMIT t COMMUNICATION DOCTORS) EDGE OF TRAVELED EDGE OF PAVEWlEWT- I CONDUIT 2 CONDUITS TRENCH IN SOIL Com"ICK"ONS TY 11, GROUNDKK CONDUIT !SIZE AS SHOW .ON PLANO CONDUIT (SIZE AS SHOWN METALLIC U140174ROUND CEMENT SLURRY DAMI ON PLANO I ff* OZZ"FlOrWTIC IV" DUN) BORE UNDER PAVEMENT CAM' .PLACE ASPHALT 40' TO RESTOW 4. ROAD SURFACE CEMENT SLOW CONDUIT BACWILL tSUBSIOL#AY TO CONDUIT BID 170M GENERAL NOTM 1- SPACER mmmE OF TRECH 1. ALL TFOOO OR BORED OMM173 91" BE A MINIMUM OF 42- OR GV, SEE PLAN SHEETS NO 2* am —T SUDSMARY TO CONDUIT RESPECTIVELY BELOW FINISHED WIDE. LKESS WIM OTHMSE IN THE PLAM FOR CONDUIT SIZE SECTION A I L AT LOCATIONS MERE IT NE IT IS DETERMINED BY THE ENGINEER THAT 46- OF COVER CAN NOT K INTAIMED FOR TRENCHIWO IN SOIL. CEMENT SLUFIRV IMCMLL SMALL BE INSTAI.LED AS 511010L S. ALL. COMIN TS BINDS PULL 89 FACTORY DOM TRENCH IN PAVEMENT ENT TYPICAL ELEVATION OF TRENCH . TRENCH AAWOR BORING COMISTOXTION WITH SECTION 709 Me @Q&00 IWALLATION SHALL BE IN Si.. CEMENT SLIM IN PAVEMENT (PLY. SECTION 8 E (D EF Im co cc c/) r— a) ca (a 0) V ca 0 OF D01A r7-- - --7 TIMBER POLE NEUTRAL OR SECONDARY LINE— ---POWER —_------ ATTACH CABLE TO POLE ADSS DIELECTRIC DEAD WITH CABLE .GUIDE ENCLOSURE END ASSEMBLY BRACKET 96 SM SELD SUPPORTING ^ FIBER OPTIC TRUNK CABLE AERIAL SPLICE ENCLOSURE CABLE STORAGE (WHERE APPLICABLE) RACK (WHERE.APPLICABLE) WEATHER HEAD 12• MINIMUM OR WATER PROOF GASKET BEND RADIUS 2" RIGID METAL N0. 6 AWG SOLID CONDUIT BARE COPPER WIRE DOUBLE -HOLE GALVANIZED CONDUIT STRAPS ATTACHED WITH 1�/4' x 1/4" SQUARE HEAD LAG SCREWS AT IS - SPACING BONDING NO. 6 AWG SOLID PIPE :CLAMP BARE COPPER WIRE PROPOSED GROUND BOX FINISHED GRADE REFER TO PLANS FOR TYPE AND SLACK SPECIFICATIONS 18' MINIMUM DEPTH 2-96 SM FIBER 1 0.626 INCH DIAMETER BY BACKBONE CABLES I 10 FEET LONG COPPER -CLAD STEEL GROUND ROD DRIVEN I I INTO UNDISTURBED EARTH 45 DEGREE 90 DEGREE BEND BEND Li -►� 12" MINIMUM PROPOSED coNoulT TIMBER REFER TO PLANS FOR SIZE POLE RISER AND TYPE OF CONDUIT NOTE., 1. A SELF SUPPORTED 96 SM FIBER OPTIC CABLE SHALL BE USED FOR ALL AERIAL INSTALLATIONS. WITHIN THE DOWNTOWN CITY OF LUBBOCK, AERIAL INSTALLATION OF 96 SM FIBER BACKBONE SHALL BE LOCATED ALONG THE SAME PATH WHERE EXISTING TRAFFIC DEPARTMENT COPPER COMMUNICATIONS CABLES ARE PRESENT. CONTRACTOR SHALL REMOVE COPPER COMMUNICATIONS CABLES DURING INSTALLATION OF 96 SM FIBER AT THE DIRECTION OF THE CITY OF LUBBOCK. NEUTRAL OR TIMBER POL SECONDARY POWER LINE COMMUNICATIONS 40' MINIMUM DISTANCE CABLE st BETWEEN BETWEEN LINES — — — — 12• MINIMUM DISTANCE COMMUNICATIONS — BETWEEN LINES CABLE =Z is, MINIMUM DISTANCE ABOVE STREET OR DRIVEWAY FINISHED GRADE A -A A AA A A A A ILA A 1 I 1 I I I AERIAL LINE SPACING Ila U � N �C �0 •p C LL C 0 E :.. Qc� G cm xoaou nmmmm u+4Wt mA t nn.Nh aieam« wx D02 96 (SEEMNOTEER)OPTIC CABLE / CABLE STORAGE RACK (SNOW SHOE) AERIAL SPLICE ENCLOSURE tWHERE APPLICABLE) ADSS DIELECTRIC DEAD END ASSEMBLY BRACKET SEE NOTE 4 96 SM FIBER OPTIC CABLE (SEE NOTE 3) CAENCLOSURE TIMBER POLE NOTES; 1) SPARE CABLE SHALL NOT BE STORED OVER ROADWAYS, DRIVEWAYS, OR BUILDINGS. 2) LOCATIONS AND AMOUNT FOR CABLE STORAGE RACK HAVE BEEN IDENTIFIED IN THE PLANS. 3) SELF SUPPORTING 96 SM FIBER SHALL BE USED FOR ALL AERIAL INSTALLATIONS. 4) TENSION CABLE WITHIN DEAD END ASSEMBLY MEETING MANUFACTURERS RECOMMENDATIONS ENSURING CABLE TENSION THRESHOLDS ARE NOT EXCEEDED. ADSS DIELECTRIC DEAD END ASSEMBLY BRACKET SEE NOTE 4 9SEEMNFIBER OPTIC CABLE CABLE STORAGE RACK/ (SNOW SHOE) CABLE STORAGE RACK E BS mrm mares owm 0^� o�¢ Mac D03 m.MUM V"Nrft LIGHT SN7 DOOR AL SHELF FOR F E EDMOWED �UIIP ®R SHELF FOR HARDENED, PAC MOUNTED EQUITHERNET SNITCH. SEE, NOTE S. aF RACI l ftTC O OMM PATCH PAIEI. AND SPLICA iAMR�Y¢9S.� M ,, AND SIZE O' TYPLA . SIDE VIEW REAR DOOR D"S MOM FOR CLARITY FRONT 332 CONTROL CABINET ITS HUB NOTESr I. A WCAL 1 I4A CEP SNETLP OWWIDNA�RETIN�EEDED FDWOMNIEACH ITS M�BTIC�INE�T YANIEµ.S TN LD ��NT CApBINET�EOUIPIEM NAS DEEM SNONIL TIE CONTRACTOR HILL BE RESPONSIBLE FOR CO ICURING CABINETS WITH ALL SWNDNN TOAWllIYIIE ESA ID EIIStNE'GS LACCM WI�PNFEEN�NCE.I TER THE CABINET COIB'1WNLATIDN 2. CITy U SLPPLY SHELF NOIRRED OR RACK MIDINNIFd 1®IA CO/DIFA7EN5. A RACK 1KMNfEO SHELF NITN SHELF MDIBTF� FAIIIPYFNT NAS BEEN SHORN FOR DIAGRAMMATIC PURPOSES ONLY. !. SSCITY HELFWIDLNTEED ETHERNET SV ITCIII f BEET} SNOB FOR lHA5HA5RA A WX 04LY. �K IDIM,IED SHELF WITH 4 CONTRACTOR OP Tp TERMINATE ALL FIBERS INTO THE PATCH PAN ELL AS SIDDI IN 711E PLANS. CORRACTaN 7O 21bTALL, FIBER AIMPERSAMD COII�mA7�I,�M flE�ACABIpNET OP THE CITY O YA9EEFFIN L CCBIEC'FIDNS TD END WRp1AR ALL�CABLES MUSTCABLBE ES�EDIANE 'A IWTIIN57KLATI IONS. N THE RAC[ ASSEMBLY. ALL CABLES YIIST BE BOND TDDETIER NITN THE CABINET BAWAANEL FFOR DNETNWORRK EOU. � P MPO TB TYI�ITY�I)VARE AND CONNECTION INTERFACES TO L IGHT TEMP - SEMSOR 1 LIGHT SWITCH DOOR ALUM W,PIFX %LF TERMINAL BLACKS 6 LED AC -DC t OY POMEii SUPPLY n FIBER PATCH PANfflS AID SPLICE TRAYS �+ _ E 2 E� to ai N c ._ E �c cc _ Qcc H U ccc C DNae mraon DOB171� CAMS OFwm DN.NDI mum Inc M Wa 0mr9Roe �m DO4 IGCoaGROUNDI C� 70P OF FOR. MOT OF CABIIIET-� - BACK PANEL CONDUIT — GRADE 1 FINISN-\ Cl 'A" CONC. SLAB MISC. GROUND LEVEL !� 21-0. ttW OF DOOR BARS 'B" (IO. V C.7) BARS FRONT VIEW N T. S. REM OF CABINET'(POLICE ACCESS IN DOOR) a . BAMO FrAw FRONT OF CABINET LOOKING INTO FLOM TOP VIEW N.T.S. 2'- 3" X 3'- 3" CABINET BASE ITS (BIB CABINET sypr VT N. T.S. TOP VIEW 2'-G" X3'-0' CABINET FOUNDATION NOTESI 1. ANCHOR BOLT INFORMATION INCLUDED WITH CABINET. 2. CONDUIT SHOULD BE STUBBED OUT NO CLOSER THAN %" FROM THE FACE OF THE CABINET. 3, CONDUIT SUB OUTS SHOWN ON DETAIL ARE DIAGRAMMATIC. THE DEVELOPER MAY ADJUST THE LOCATION OF THE CONDUIT STUB OUTS TO ACCOMMODATE FIELD CONDITIONS AND CABINET HARDWARE CONFIGURATION. MAINTAIN STANDARD SPACING BETWEEN CONDUITS AND INSTALL ACCORDING TO.TXDOT ITEM 0619. 4. CABINET AND FOUNDATION DIMENSIONS AND DETAILS ARE SHOWN AS EXAMPLES ONLY. CABINET BASE DIMENSIONS AND CABINET BOLT SPACING SHALL ACCOAfagDATE THE CABINET _ USED. THE ANCHOR DOLTS 'SHALL BE PLACED ON THE INSIDE'OF THE CABINET. U0' COPPERCLAD STEEL UIO ROD PROJECTED 4' ABOVE FOUNDATION ITS UU) _[OA/lETE � t6") LONG CABINET CKANFER CONCRETE IM APRON 8•1 11 }'4' CHAWER 1" 2--fi. BARS 'B' 410-6"' C.C. CONDUIT tSEE SIGNAL Lar017t �— •,: , FOR SIZE AND NUMBER) FOUNDATION '{ FRONT VIEW N I N.T. S. BARS 'B'-IO EA. •{II N BAPS 'A'- NO.5 BAR CONCRETE APRON N.T.S. ;ti..,BAR •C" BAR 'E' BAR• NO. BARS I SIZE LENGTH SPACING A ..... S 101-6" 6" C.C. g 10 S 2'-2.' VAR. C 1 3 2'-0' 2'-2' C.C. D 6 3 2'.2' 10" Q.C. E 6 3 24•0" 6.6" Q.C. PROVIDE 2" MIN. COVER FOR TOP M0 SIDES y9 cz $$' INSTALL WATERTIGHT SEALING COMPOUNDAROUND SE OF S CABINETS ® t 8� t..g• -10' GROUND IWO \ __-BARS 'A' LLv``� 1� / Q �� 'G 2 CM Co ~ 0 Q LC _ o LL GGe 9nNGOt2 woo= D AMA Dp m 0A MA Comm OR "NO. DISN2IGOI .mr D05 7777-7 777 ® TTr III ftr1o54 ■ ■ al•nd1l" tiler q floo ♦, a.m.1lrlr• , OJ7 •e•'r •rk WIWe ® Tank *W48d IA WOOw (� 0 : � 8 ,'e ale g xalo M L� ROAD 1�RI( ^� I , ROAD MDRIc I ao flfyem 06 slw W /♦r X AtFAB iTs a I eo"1.x4 ! r:sr I �1, /� BUD •tws - sa Iwe n I i as 11eTc a arltro h AtFAD �/ (Q a' T V ICIt' tIM9s�M wK 11 �/ I`u' 1 :_ yr vMlore w Caw fey fR IOrt 11 1 L e1e.. Mall faelel to ara.limfim ifim I • 1 treff• lo by donlbo- sw e•1 M aef+Md N fir I owl 3r m: . ♦ a i f1a1 erlaee m W l f� 1 \ ,,.•.lea.a 1 ♦ almalise• ' � • T00' � �r w. uioul .I �:.o�twew� eron.0 .T.1 .ra.,.e >'or.o +Mo C n I 1 I 1•• } T1nrx u•m Ow mom I � 1 1 � � / 1 If/4E 01•�Q1a . a noT�•1 TI.11•In' r�+T�o�� I me�lr. � Kam 1 - ( 1. W� .a..Iwoal..lw maf to 1e. pwr, flap .naa.e+e .y. a. € Asm I bw IO of Q I L All twflo wftol dw;M 111wa s ae � awl fan k I •r }, ..IN ( -d W10I" Viz- or" 0" be o.Mitl Mw'WOO ewMrn Mbe "WOW I i 01 17 s asvwnW *WA *w1d be ylll.tmw of dfi, hu11 �IAhd AthwrkM1 wr < daMar'1�pr. m la. •o.ef wmlitf+.e 76. a4+le. earnYq I I 1 elo• � be •rorA MM M No p'x MWM aeeaw. 1 ~ rl$ Ya 11m ad w oorMM m it wwaaWa /�.kw ♦o.�11aeo I tt I •¢ IOR a 1 '' a1y Rryolilled ela•lele Melt 1M memL A Ilef of OOW 10of • ROAD � i we•rb as 7blr .area ••1 be rw111oa er r-M M er :afitr' END I • 1^IR • -' 9Mtlwtle finer 1 RDAD M ♦no -to x ' 1 • S! T wefw wl ♦ me-Ir I •S 1ort n .• 1 IAo�M4fi, T 7�101 m` %>II' ( 1 fear Ista tlt-ilJi I aIr<oren E�7o>i�aTls�sT wowf�akeaa.cl.ao I T 1 ll rI l I .e el iM xv)w 080A DIES. 1 y \ It" tl0tr WrI066% stow me Tr.Mle f og el6. I I \ 1 ♦ owl_ 1 I T +,®001 rVOW040) Qie•1D ♦ tla.riheq A0110 OU wK v ply OprAof aveef •LW - SM wt it da MOM n ars lion tI 1 � p, TRAFFIC CONTROL. PLAN TCP (1-1a) TCP (1-1W TCP (1-1a) TCR(1-1)-98 Work Area New Shou I der (York Area on Shou 1 tier Work Veh i a i es on Shou I der bw om.w 19y ,•,,, . -0 �,1e• • !-fl .anl.a maw .I..ir� M �- 1-'TI as Oa.Y Ll1O aff I. e1. Yl1a. lilalll. '� ' 7+r � � 30 Z 6• � 150' 208. 185' 226. leo 2�r 30' s5' 60•-75 TO•-9o• tzo' tso• ss �0 283. 296 �O' !0'-100' 2�0' 4S �•� 198 18' 80'-11Q' 320' SO 55 60 68 506' i3�' S00' SO' 100'-126' 400' BOS 86' 110' -1 �' SOO• B00. 860 720 60' 120'-150' fF600' 650' T15 7w, 65' 1S0'-163' If 700' TO TOO' T70 70' 110'-1TS' ;fl00' §amino 61a1 Sgmq n In Oppwife elropflon ear a. Mla 611a �L 4r x4rx4r SRI4X�Sr oft QN6 bllEftoffum " It tra4 1r•.Itl vier. / ROAD �K 4r I TCP (1-2a) One lane Closed Adequate Field of View TI i40JaIM far lOdOa YlbIM� Will M flaw read In il■ prolaa ItBBUL 1•T[f. In^ SOL i14n-1ao44a. syta apa hglfla Ikaallni 9011D eOflK CM-10 " `pt. dB ICix It PIaEPAIIm Cc" M1EAo \1, 7o sTaa r X 4r ♦ fm*-m ^ / N' x "M' I■11 Ix n U 1jY{tll'— t r to ROAD � , rIW Mire. Sl13-7a I • a'x4r >4r YM' � 1 ROAD WORK I [ \ID 4r It 24 • ( am 16 •+r 4r x 4r RIAOL->81•R 1) 4t�mx1ii lYti � .ar r114dro vlbb Nit IR+aAp4 imp W tlaillp IW& •no *A" %*W18 Is nladrx4M "I M O"md rift iilldl varAm MI•X■fa'. lLiO• rw n1 blrtaoal ■ ■ Ixalrllrlr• IMHaM i Fby E:y Wo m% %ma4 ®ni1oR IIIMad �114ralaQ itTmtr Nora/ Fla" 4rltlr ft*i MB IMi 6L 0.0 FNDWW i SW lbn Im T Itr i4 fltlalat!a baol llmlillra W M1o1 Xlnt4u Sign 4xnYI pNl r� f�NS att. / 1 T.W T a 30 L-�-= t50' 205' 165' 225 160 245'[45' 30' 60'-754' 70'-90' 120' 16W 35 40 263' 295' 320' 90' -100' 240' 45 55 L-n 450';198 540' 90'-110' 320' 550' 600' too'-125' 400• 60S 660"0'-140' SW'60 600. 66W 720' 120'-1I4600'760' t3o'-16s' 14700' 700' 770' $40' 140'-1T5' M800' * ro DO **Itr I.Ite4 h— b— r.414 en. L•laxl1 M 4IT! v%1 M1" K 0lrrar ICI Lt'44W n1Y YM IVIM Nam90C Tm 11 m mm IOU � STp)et•r Ill mn■xlr itamm comm NNW 1. 11- aled.a ♦o t46a. rn L lu 1.= aattrd tlwbls an rl■4N fltan d11IMd Nit 91 V loWe apW ui M / I11aM awltlro In i1r pl•I. i RI4 W Mr Ml 10 n0 4101 IIM M OIMI lad WW go Ot LOW W MW Wt% W1 WW 41.14-11V 111011 M INaa1M1 4. Oc M40 i11It It610'm! ba rgpMrW It MI riaM I111 aF 1M Sisk >oh 14 Irn TW<I-al S ►M0 94R kdt calla• aw M u d M tnlnn VI/t ■erCalllr4 1Ml bon ae■M on sllaf��Yr4lNate6 FQ plrrNFt+ 1n —tm ana4. —u roadlte� Nit IMF 1paX 4W MIT. wt *aid be m low in. 4W . 4 � •X ii a01 lal l M plan M o .ipmi a* 1' / FEETi. FI 4uW tlr jnq rpolaa orMrr amX.q of ao•nlaNlen 40 S.=01 WS I :MOxM b4 bond on 1M ml lib or mews 4o L Q1�1ser aw M IIItI ana 4Ma1Q M aa••rb ty111 far TO STOP MIorlNa�ijp 141dip an0 rMo1 fo fiaM1F 4N�rptaa 4Z.- S6■tll10 -1",a MIYF:r i�.otr�FS1A�ifr4r X4rr-M 4r ae 11DR a 71s Ialltrr «111IIIllr1� 11s i1W n/ Fvaa rbvl TWO -M IR 14.1 41Y11n 901D twlm 1l4uleM■aleS4a.414Wttt.M tit t1FEAD L7op-10 z �'R 4r 4r x 41• auos-SFi 1e11 1)ra btj• TCP 0 -2b) �!A. jTtRMAFlF1 ru One lane Closed A. Inadequate Field of View as ft I,r/1tr4 - elook W - W,eaab ' WHO eafioolve S 1 ROAD �c C�iIO-1D 4a• x fa• MAU - ss MM II Work � I I I 1 TGP (2 Area Near affmimtbn dwttm aN r. mHfm H ftr =% am et 3a n+. tl. '.. a•r••f 1raN�d r�'. ii e I A{f.AD . CRO-10 4a• X 48• r4m-Swm m1) la) Shoulder Wow I NORK ROAD M MEAD I W2D 20 oleo p6lbiH 21 a• x aa• J .uaa-AnRUM , 1 I T i I � 1 I • I � I Rt I e. I � 1 I • C 1 � I � I RDAD�M I ROAD ". I 1 ism MU a MEAD I LY2r10 Ia• x 4r I TCP (2-1b) Work Area on Shoulder b ROAD NOR[ Ito. Isaff-1•oa ro NEAB I L720-10 i 45• x 49• OiAa- ael 0 M 1•Itblw r aflirr bIn •r I .ea•O0dakat araa apreh0 fro •f fr4WI fg I flan 6rfaw a! 411 all t I I � I I s I e I � ROAO I I - 020- 24'CM an I I � T I I .16 � 1 20-1 V x taAaa - lag TCP (2-1c) Work Vehicles on Shoulder ® T)Or tt1 aarlmdr ■ ■ t>llaba awbw q FI•a 13D WM Work W"Ia ® k.* IAAad.d Attmamtr 1rr11r Wal, prlarla ROOMNa FI•dtlna Arran " V 1 a"M Sir to ►laaar i OF w • amas•t• A art tom•• MkA— up $POW* Www r•rW. 1a' TM� ° 30 3T 40 a L•- 1 205' 165' IW 225' 245 30' 35' 1 $0'-75' 70'-90' 120• 160' 265' 295 320 40' 1 80'-100' 240' 45 50 55 L"M 450 425 640' 45' 1 90'-110' 320' 500' 650,600 50' 100'-125' 400' 550' 605 662 55' 110'-1$WO' -00' 60 600' 660 7 40' 120'-100' 650' 715 TBO 65' 130'-100' 840 70' 140'-1 * a•.m•)I.aa Iraw a•b **Tar w4m Im b— r ..kd •H. L4w4 n of Tar OLI "alk at tar IA.) •+wlw aww am amr >al umamwL Id K 1FIY )Watu i al®SIq m►AEaall iW S41S94B mLT1aYH 1a910a�L bIWW L. Wnl•aa aN"" ~;a *a p4n% Ow •11aa11)d 40 •Iona r• ilium 1 A11 h•ttb — h darlar IIkMtr. d ara aa•pf flow daroiad With tN Mlmab a" •ta' a d•hd •IaaMlra In Nr WCOL S T)qa tt1 AdrrlaOft an Iatla an wo am" of )a* arm at all fbaaa. no IC alaodnds tr •mrlaa! dablH.) L abo)pt bad mlrlal OhNWbe plaow a1NIM ar fm aara•) 1ra1•Iaa rapt. i de N1ak aaaad wdlHba •graitw wxr alaasa)odd d hNfallad r '�taMr.�too 4. IM apwd folf1tl•• N►tdrgda "Mira 44t akoWd q Wooad as 'MIR •X• dnlIMA aatsw OaIY prrAa>1 Mad ar•ONta atoll M load. A Itot of COMIM* prodola aIW, ikabr aar•aa NC M •MahNO 4Y arHlaa.r Iwhw Tl—a!O"1ttlal bt6 Ead Ilp 51r.af AYath► lrrla 7WTOI+DA7 RK 11a121 4 Fiat a121 41a-Ad-IM El"I w-SiAwMMMOIw%. pRapal %as alid pn OFOadiftokv sans do b41tt. 4r 1L 4 X 4Y To 011CO0110 7 IINE6 / tlFE ROTE 61 AT sm 21 LWA TTlowll 1M1 ,r slydor wdJale eHh W*0 �\ flelN r aartdno Ildtls. M rt007e Nhlab Is rewired, It died b Tq,llFped NM Tr dt IlwMsd Mlarewlar. T4aIM W 540 Lkwe R010 AOId( 020-20 40' X 24' M-2b 46' X >« OWN u• -+� LaOo' d b - 111091; a gy QO 1'� 9opkp'atld - ■lifi PKlao►i�+ � p0 Iro 5�(�/� U' Y 1Vi 3 � � 4 PIE PE 71 �• >r>x� I — 1- N'X4S• S91-2 X 4F X 42• TCP (2-2a) 2-Lane Roadway Without Paved Shoulders One Lane. Closed Adequate Field of View TaN.W7 W Step LIM Off WFE p — LEM i1wroodrbMM for OalOw "Motes bra Two w.blrlaa0t • • awrmi 1dno wrtar q Flep wit b- IIMod in Owe FMIW COOK WM16 it" w2. 6sr1eo0t0. 6yw ana Varna it" Ina � 'IYoq Wk Yadola ® TrAk wow Stlareatr waitans Irwled Farkbia Ulapblo Flathtrt AMW I" ® I n-W Slip aC1R. ar i:.. "V Fft00ar i S�pI IbaF TCP (2-2b) 2-Lane Roadway Without Paved Shoulders One Lone Closed Inadequate Field of View 40- 101E It FCRa-Tb 41• X 41• ISM an 21 In— 0.1nafe wapafia a. t a oavlaa YMigw slot tweswp fon•gF OffIMNf an • Ntlwr 30 2 1�-�- 150. 205' 165' 225' 190 245 30 35'' Wf -75, 70'-90' 120' 160' S5 40 265' 295' 320! 40' 90'-100' 240' 45 �� 45V 495 540' 45' _90'�-I10' 320' 50 55 60 65 500' 550' 600' 50' 100 -125' 400' 560 605 b60 56' 110''-140' S00' 600' 660 720' 60' 120'-150' df600' 650' 715' 790' 65' 130'-165' *700' TO 700' 770' 940` 70. 140'-175' It 600' Td trove m- -1 ass *#7Mar I.ap111 tear Iaww —4.1-M LOI Qft M Trrr Ins./ 114101a at rnsT VT.1 stete.d Me ddw TIN IbBl11 aMi1w 1lli10a21 Ttyl ANIRE t211111.Mat COOK Ivrck L Ft I t aff is o fi Nala ro Otr W an swot Thor L dr Truffle attllral awlau 1 atroMgdOaMwNr trlagN 4pbF1 1� M Mr afajla alswlara 3. I11aio K E m AOP elan may b NOW w arlr fb qE LN[ 4btt 100t Ft ulti bar IXepr elan osmMa bat l M dtddnod. A. Tt[l0 elan ifaffb wdral MM b utM wen Kofeob dM tporeothn Tbt tofu aftleofa dW wdlaa< For tretoefa In rbb Wood, aft ralrs 4faaW b ulr 1pgr MsI edr bf sib blot. In meal ana l oa tp4tM0d siM law Mfe a011 YT a, = a Va A Wa b.00 IonW 1hw 400. L tft" ToNW d== b1W0�rtf.M ala Noll be plowed on a wwprl at a r L Flaara d=W use1aa+i0i Maker aMlr twthadt e( aawnlesilart M aenlral 401110, T. Lari- of work ant wwdd to 001140 OR TM 4MIHY of flowefa Is L For tMaraaalda *WM aHWHar. Yw 1t 1a tm fowlbla to rawaa and rwfora padlei mrkGgy dba allatlimHM Ia* be mast it. by wino a WY olaw Fwa40. 'Oda to aapadaily looarfaa le Iaandlwa of moots" IntetaoN N weh as. ants t effla to NnpWarldd b0 an*% YGIM rdr10r toSM NMI" 0IMMIY ahssweli2tao dada owing d 10 food to noaonWa I Tb 10 hot dwnt Wed dMos aodw recomeNottan Is Itallata far Tb area of ocnfl Win Iisr waltw and not db I*We ark mr. r-' Barricade and Construction (80 Standard Sheets General Notes: 1. The Barricade and Construction Standard Sheets (BC sheets) are intended to show typical examples for placement of temporary traffic control devices, construction pavement markings, and typical work zone signs.,The information contained in these sheets meet or exceed the requirements shown in the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). 2. The development and design of the Traffic Control Plan (TCP) is the responsibility of the Engineer. 3. The Contractor may propose changes to the TCP that are signed and sealed by a licensed professional engineer for approval. -The Engineer may develop, sign and seal Contractor proposed changes. 4. The Contractor is responsible for installing and maintaining the traffic control devices as shown in the plans. The Contractor may not move or change the approximate location of any device without the approval of the Engineer. 5. Geometric design of lane shifts and detours should, when possible, meet the applicable design criteria contained in manuals such as the American Association of State Highway and Transportation Officials (AASHTO), "A Policy on Geometric Design of Highways and Streets", the TxDOT "Roadway Design Manual" or engineering judgment. 6. When projects abut, the Engineer(s) may omit the END ROAD WORK, TRAFFIC FINES DOUBLE, and other advance warning signs If the signing would be redundant and the work areas appear continuous to the motorists. If the adjacent project is completed first, the Contractor shall erect the necessary warning signs as shown on these sheets, the TCP sheets or as directed by the Engineer. The BEGIN ROAD WORK NEXT X MILES sign shall be revised to show appropriate work zone distance. 7. The Engineer may require duplicate warning signs on the median side of divided highways where median width will permit and traffic volumes justify the signing. 8. All signs shall be constructed in accordance with the details found in the "Standard Highway Sign Designs for Texas," latest edition. Sign details not shown in this manual shall be shown in'the plans or the Engineer shall provide a detail to the Contractor before the sign is manufactured. 9. The temporary traffic control devices shown in the illustrations of the BC sheets are examples. As necessary, the Engineer will determine the most appropriate traffic control devices to be used. 10. As shown on BC(2), the OBEY WARNING SIGNS STATE LAW sign and the WORK ZONE TRAFFIC FINES DOUBLE sign with plaque shall be erected In advance.of the CSJ limits. The BEGIN ROAR WORK NEXT X MILE$, CONTRACTOR and END ROAD WORK signs shall be erected at or near the CSJ limits. 11. Except for devices required by Note 10, traffic control devices should be in place only while work is actually in progress or a definite need exists. 12. The Engineer has the final decision on the location of all traffic control devices. 13. Inactive equipment and work vehicles, including workers' private vehicles must be parked away from travel lanes. They should be as close to the right-of-way line as possible, or located behind a barrier or guardrail, or as approved by the Engineer. Worker Safety Apparel Notes: 1. Workers on foot who are exposed to traffic or to construction equipment within the right-of-way shall wear high -visibility safety apparel meeting the requirements of ISEA "American National Standard for High -Visibility Apparel" labeled as ANSI 10.T-2004 standard performance for Class 2 or 3 risk exposure. Class 3 garments should be considered for high traffic volume work areas or night time work. Only pre-yolHtoG prv&W4 doll be u" Ths'fompltat Work Zone Trattlo Oadfol Davie" L1ar (CUM usawlass precNallfled prm4pfo and *air wx m and mar be f=W arilne at iM we address Divan balm or by aarfaofira Torras DepdrNdrM or Transportation Traffic Operations Division - TE Ploy 511) 416-3134 M jmooe s w0 asmumDoal06ns Compliant Work Zar. Traffic aaMral DMION List (CUM "lpr char. fxdo t. Dav/Dlal lootla Wfre"lo. Mn Texas Wool an Onifare Tra"16 aath I Devices 111ARCD1 hHo//ram. trdot. oov/p411artlaneArarflo.him Standard Didner Slur Dwl9ns ror Tared 131W Mier//er6frdot.olw/p1411omt1an Arofflshie Traffic Enolnerrtnp Stondrd 0 1 Idtpr//ga.trdot.00Wh lneWglooia`Ma Ilehrlol Praam.r Ltaf idly //Yvr• f,gbi. cal ewl npwiDrmwr"nt. ha D.porlerrdal tbhri"i apwlficofloN 1a61 Mipr/Mr.400f.aavna�!IawaxelruotiaVeotriol.eD.olrtootiaw =1WI D , Ilmeol Mtpr /nw. crept. �Nswlawarrro law lowiesenlw Ma is atpartAwt of rralBp~a) TAM owmN axtde BARRICADE AND CONSTRUCTION GENERAL NOTES AND REQUIREMENTS 1 of 12 BC 0 ) -07 4-0 e-OF TYPICAL LOCATION OF CROSSROAD SIGNS sloexwllslotDx{lc� � o® �IIWDi .O.ANEAO L1dD•1D m-a rag as a was . ` at' fa / Q�lo 1 I one 4) % OWSSAOw - x \ ^ x x x � pW.1OpeDS �WOR�S t,11EAD pf x Im[S � OG0-ID GtPta IOptlaol �� me(o�egaa e ass Bata 1 ada May Ca•rorrded on Doak of CM-11 sign with gWmi of m0kwr. (Le rota 2 holes) t. fie typla) Stakes atsnin0 on 0 mmarood qp Vwh should be 0 CAP-10 WO WOW= AREAD alga end a OW20 as ABLD lin sigvmieed rofed mlrnlag in pions. 2. The EtmMw airy we tie reduced ala 36' it 36' PM OK AHEAD 9320-101 sign maned hook to Oink with tne redoed aka 36' x id• SAD BDID SOWt g3p•2m dgl m lav eolmv raasroods (Noe sate 4 ear 'Typical Ca stration Wdrnlro Sign Sla oM Spminp9'. Sa• tie 'Standrd Ulf" Sign Bmeigle far Tam! AMMI for SIGN dotal W Tie Enhow nay watt the adwxa worntro alga an Ind vanes Crossroads. 71m, Enmesh will dell- me wAetlef • road IS low vulva This Information anal) he Man In tM Plaw. 3. saw Sol existing field mdltTone, Ina ENIAW/lakpoo&ar nay rewire additional slow such as FLAG= AHEAD, Loom GRAVEL, or Garr appropriate Sips. Glen additlonal slow we rassrokL than alone will he aonsidrad port of new addles" raw irearrha. 7hp 6nelnrr11=t0r ri II deMr■ine new saps Iooatlm Md %In, or at) Sign not Man on Man SG alma, Trafito =1 Pim dweb r Tna Wok taw S&aode'l alga 4. The set-to n to ohol l M rewired at high I0110 mroonaede b arise onl dIstseter in the loom Of aawbuodere to on values, direction from ttr Intervention. 7M Figlnrr alit tlefY®taw wwfbr o rao0npr IS considered Mon volew L Additional Trafflo Central davlow Hoy be down slaBeier• In to pions far plghr vans crossroads. 0. Glen York mean In Its inlrAW100 idea, answIdh traffic control "so% m Stepp dudre In Man Pidw r all determined by fir. SmainwArepeotr, slot I'he In Pima., WORK AREAS IN ILLTIPLE LOCATIONS WITHIN CSJ LIMITS lFIF GGO•ST CW20-1D ROAD AN�E1Wi(0 01-aG 3fiF pPi L7G0•ID --- aa}t Tore kHz Darimi aleerllxiro dwesia T-INTERSECTION x gl% GO-IbL AI' �fxl�'mkx 4 nffatsF'6Tm 1 Sunk - MY 0+ tea -SSW •Cory pDl�lg f000'-ISOD' - Ib r'a t Simlc - e11Y WGS' ga-9 cOW( P2a•p ywq�E da LI■ll tDNE aza� tRMrlt C20•ST x2}6 F i186 `` goes RWE- OtOB a� \ PLANE row eGs ao-a 61 LA6TS AT T-IBIFRS net 1. like Snphwr wtII data ■Ine Its types and location of wry additional traffic Control 4evioo, each as a flapper and aoaapastn0 Signs, r ~ done, tint should he toot wean work Is Delno performed at -or new, air I a --j itm L If Construction aloW Its read at a T-1MoraspHan ins, owdrafor dal plan Its 62M 'Oadroular sae d fin holkina fir Type 111 Dwrloodw for fir rood clean lase Kilo) also). Do an-IOL and 420•lbk low enlI he replacedoy Inc.~ algdnp Sol led Into In Ins plans. SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING AT THE CSJ LIMITS * ® � edaoagn'i r1D�TIf;u a� sow = xh-t ter. AAEC IrRim R20 CMlf same ,rv� yyyy All -al ' opaerlaMl tp1A STAff W iuZ 01}I TR>i0 Ate-6 AI ma-3 II x\ x 1 x\ x Px a i a t b MGA '� 1 B.plmakq m ip•PASSiII f ire dMid e'ti FAo 0 I414 �« {Ixtro W licit ahordinoh "tin edgn {aCatim W■W IX llos" Pk"- PQ Inez exfandW'dts"no OOae' hot --n Whim-1 watt r@% the Snotrwrr/Irw9 , or allould wen addhfc ml neod Mork Alrod 0220-101 afar arm placed In adhaese 4f Thees work area to rmina drivers 1ney are Still U11-20, lFH Within the PMJedt thdfa.. 6r new malleable TOP tlwh fur sat lo0etlon and Coming of slgw•gn0 dawvait2i(sl; devices. SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING DOWNSTREAM OF THE CSJ LIMITS ROAD "\` ROAD sang * Ci0-eT 1641= 4 ** up.3 >� EDS' OefY t �SD CLOSED ml•t ll yiBMW STAIE LAII C= Bsl q AN"F W nxn-6 loo'Os or4t}t to wG0•lie 1fiFlma S !UY[ . P2o l Ik1F deeel Ixinp devices ices I _ M A 4*2 -- laid twit 41 Pam\ sex-.— into-. Itlt TYPICAL CONSTRUCTION WARNING SIGN SIZE AND SPACING Las SIZE SPACING Stan Iker Convan- tianot Expressway/ Exnb or Series Road F.resswa 4 LMD CY121 CW22 46" x 48'. 48' x,48'' Cm C012S CI11, CW2, cc: d181 36" x 36' 4E' x 48` coo. Coll L' CW14. CW3, CW4, CIS, C116, 48' k 48- 48• % a8'' 6WD-3, CNIO, CNt2 Poew Stan& Spasd SD crop MPH a Fact ) 30 120 35, 160 40 240 45 320 50 400 55 600A 60 6002 6.6 7002 70 86571 78 900 s Do 10002 3 f • a For Ttetea slap epadrss an dlviddor top hiarsl� apraoapep atl fraessp, a Psi 6 et Bak Roo Yse■1 m Mdfww Baffle Dgkel Dlrlat OWfml 1101001 galimflm dlagap a Immum distance'BAvu Wk am to first AMoae Unlike Srgn Hans& Ua eek was Soar dNlame eel.nle sod otllfl000l Walk, &Cord Ndw L $MIDI Or INK ale sign xv me see a earwY. L Stripesbleem sign Cold intaueoae a.mslred %tee lso f d .... saw . L 1lelas bleem sign mid in Irnean0 is r"dredto take Fi idle or are moos a*nIn> C 36` x 7P ON m AIEI tRo-im Siar an d pass Co Is rokme avows at ft.slareftm at t o Owner, Sr us.I said 1= leehm m 4etwpae Sign•. 6 only mood dived urdpp slip sins we ladtodsl L in skis, sob I Wins In *DWW, Slap AmosAa Aron %fmesd ehgrg Slap OWNS M Teas• ■awd fir aanpwI list of aolloslo Sign eWgn stake. ere• +rOoCM MAnnMMOMG ssS.ue.i' SOGNS a. STATE LAMI. 0., I 928.3 Ladadffl~ - Black Him Baakrehnd. - who" iro Cadrootr doll sales like to 1geo�''I Iar a4:tao 'om st0-ii li�n Larne TWW DlQppl/!0W of TrOW01107- Fla,* wdos'an�fifle'x�°atiBanainit'ioilr`aadea LEGEND AF TidFm grdNrd L80'e1w tma'L tr dais wine rttn ihr approval ar no' Eno'. mIslasr Enptrrr. lb delmel""°ume �gravelkwiro .BARRICADE AND CONSTRUCTION 00 O �i Bela o 0 0estaa PROJECT LIMIT aack wnss sign oft a' 1me W ant". v" infarct t o sa&rist STANDARD of .etch r ISa ro a work one Mee I Typo III ■wrlawde t� r1W, V duel• It Sales are 2 of 1 2 BC (2) —07 ttit Rewired W Lunt slgnini. Sam Mike 10 on 8C(1). j( Sae Typlml qu tr~Jaa " fining Sigi Sixp and 7WDJ 11-�-02 Wu+aw to horn esruw a. hen tbDolro or 11r G-O7 aamaa ew acid .s xhaar Ana far plasm wi 'BgID WOWt 0 AYEAD' slot ad oIr eipproro r davimee for alga &ton amino apooiro rewinmad•. a Called it a tIr lrmflo Bonkol Play, and shah raw a. u TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS Nark zone and IImita shot be regulatory established in maordoroe with the 'Proosd res for E"llahing Speed Zwme,' and approved b.y the Texas Tran6por Ion coemiesiar4 or by city Ordinmm when within Inoorporaied city Limits. Reduced speeds should only be posted in the vicinity CSJ of work, activity and not throughout the entire project. csi s.. xaf fx LIMITS en alnMim mhl• LIMETS +ea»,ano,aarame+ Regulatory work zgne speed signs (R2-1) shall be reproved snsa,ahfor or covered dun i nQ periods when they are not needed. o°e"; �i 00Y° 0' 1 .. — — — ! — — — — — — — — — — — — — — — — — — — — p SN 4ei ass Noftr WORK \ WORK WORK Q 20NE am a ZONE B?o 7 ZONEFSPEEDI Gt0 Y LLIIT SPEED SPEEO IYIT Q SPEED 7 O m-, 60 a6 a LIMIT .LIMIT m 1 92 nLIMITNIDNr 60 60 60 65 �� ig R=-, GUIDANCE FOR USE; LONG/INTERMEDIATE TERN WORK ZONE SPEED LIMITS GENERAL NOTES: This type of work zone speed Iimit should be included an the design of 1. Regulatory work zone speed limits should be used only for sections of construction the traffic ow'drol plans when restricted geometries with a lower design projects where speed control is of major iDportarae. speed are present in the work zone and modification of the geometries to 2. Regulatory work zone speed Iimit signs shall be piooed an supports at a 7 foot minimum a higher design speed Is not feasible. counting height. 3. Speed zone signs we illustrated for one direction of travel and are normally posted for each direction of travel. Long/intermediate Tent Work Zone Speed Limit signs, when approved as described 4. Frequency of rroric zone speed limit clans should ben above, should be posted and visible to the motorist when work activity Is present. 40 mph and greater 0.2 to 2 miles Work activity may also be defined as a change In the roadway that requires 35 mph and teas 0.2 to 1 mile a reduced speed for motorists to safety negotiate the work area, inciudingh 5. Regulatory speed limit signs shall have black legend and border on a white reflective a) rough road or damaged pavement surface background (See 'Reflective Sheeting' an BC(4)). b) substantial alteration of roadway geametrios (diversions) 6. Fabrication, errection and maintenance of the C113-5 sign, G20-9 plaque and the a) construction detours 112-1 and 112-3 signs shall not be paid for directly, but shali be considered d1 grade subsidiary to Item 502. el width T. Turning signs from view, toying signs over or dohn.wit I not be allowedr unless other- f). other conditions readily apparent to the driver wise noted, As long cis gny.of these conditions exist, the work Zone speed limit signs S. Techniques that may help reduce traffic speeds include but are not limited tot should ruin in place.. A. Law enforcement. B. Flogger stationed next to sign. C. Portable changeable :message sign. (PCMS). SHORT 7ERM'1ORK ZONE SPEED LIMITS 0. Law -power (drone) radar -transmitter. This type of work zone speed limit should be included on the design of E. Speed monitor trailers or signs, ,/ the traffic control plans when workers or equipment 'we not behind concrete 9. Speeds shown on details above we for illustration only. barrier, when work activity is within 15 feet of pavement .edge or actually Work Zone Speed Limits should only be posted as approved for each project. BARI on the pavement. Shot Term Work Zone Speed.Limit suns should be posted and visible to. the motorists only when work activity Is present. When work ootivtty Is not present, signs shall be removed or covered. 3 Of (See Removing or Covering an BC.14)).. SPEED IT 1-7 O e:-n NIGHT 6 5 - I= ¢M L.idJd ./ Q P� Uw 'o fit afit��a $ a its -PYi fit � i 9 i � i � b� •�� � �fiE a � �� � � � � � � N ttg a co g 6 k $g a Esy�s gib sit b k gb i - figFla 6 a ���i ds 1b is g a . B s a g It 1i 1-2 s I a E$ E Jil is sr EE5 _a 4.� a Egi ei s qe $E,; tit it M 1 li081 i I g Ito f. -�i ys R: a ;#- yHI 1:11 j$t I it i 'i lEC lLa Ebf i _ 6 a fill t 6 a 18 .7 d 14 b. 6b USA o RB •px6 m o A w � ra 6$ - _ E sTise i T kit �'+}..u���".iw` wi+�'�`~..��'� .u�O1�a i'ap�°� �iw�°'�■ �°u.}+'i aeieru�ia L SKID MOUNTED WOOD SIGN. SUPPORTS LDNG/INTEIOEDIATE TERM STATIONARY - PORTABLE SKID MOUNTED Simi SrPPORTSO lap F ►rap Aids xap Rant warm aa. LA i 21 mou io ✓ a r two Ewa e to Ipn .A PPat Alf bs a• (� !� ea h ( � wma iE tr ed r � Tr blank for fss YIp p"w oottmol swift for air 20 x W us !�+ for" alm hot** ta• �sl eraoa IS ar3WX3Vr 1 N' 1 1 311, 1 � as/ blink kiosk 6 I SKID MOUNTED PERFORATED SQUARE STEEL TUBING SIGN SUPPORTS M x ar-IAq 3{ x w-two e - S/wr plastic s i 1/r Red 6 mHa. extrwo &S' awlrlydd i! �Y1M fla�f xbellr�a, 1hltAo,1 pldib thbaNl pldtb rrl d - s par aka • alto Saw I" am M' Suds View a • rxrx r Ti 04 u1rto* r rxrx 1Y4'x1 Yrx It fat ft qaL pMs 19 go post 1 3/4-1kt gUP x o post 1t fast / m Apt SL= I3o PDT gumal 1 3w pots. ro" Lj fiNi SAY hdia ap. ML L.ES VU v tar 1 V4. x IAA, 1prirl nwt Ftalt wIM Ilor1,r s , V' isloscgs to 3/Y x a 1W 3p T �.�0, fi yIrguwob m ordt r abaft ppomosei IT Mder +w' - o ar Vold bolt 1110aa at I. Off top of akldkd watt 10 stvt so atialM skid R+to in 1 Yr x 1 kr x N po eAwr wWw opposite tII odo not vase area S, bath full pitdOw told aMs ama here Pl�a drat to r x r x 1%I a —► aaleli Pldslepa 13 tp aktda WEDGE ANCHORS path star ins aatto %dr Md* %stem. M rob, so lto SO 9Mimrd 9oosts ffom 7hotrref �o SIP om - ar in sfvfor *sWls� to � trffw D lIml, of nv. Wso Mb ad*W M 'hatflo )iwAds iM wtmdrd Ysrts' m Will). I Ire wttm a' U Y 1N O !� r Wrestla of verfb ■ODD POST SYSTEM FOR GROM MOUNTED SIGN SUPPORTS ER 031•E��iIiE�C•1!I LE3>• t! Ei� l�Si i3>• GROUND MOUNTED SIGN SUPPORTS A W to *0 CW0 and tM oufofarar•a tv*IWlatkn wmadr• for soh t)ea Wip &Mori. Do soxrss, air abisn Pool o0e *011 odxxs to tae ApW corkn 's rroaillndtlm Two post Installoflma om be uesd for WW aura. PERFORATED SQUARE METAL TUBIIdm SignS)Ri .e fast er Port rgff.LltL 3r awn 1" 401011411 ftrmp setla, 1WAArelro 2 '. myW� r S r�akdfelala Itr S S fa' fA If. 'AsAn M them sip : S pat) x If• S S Pak doll} past) S : S S M" S" tt/r larger tam asp P-0 OPTXN 1 OTIN w aPT101 S loWw Edadrdl um— S/1At1 IAaddr MAO am wflllWolra stwoo ) wzw CJJAJra l LWW)lq~ bolted ofaor pSw�wt oe a• AA4 won ass Ur dam Pone far a9paerd. OpiM am 1. NO to nq be Ladd is ips oawbfY of soodd air sipporH, ow Yr Colts with put or YY x 3 1/r Mg aura woof be ufsd in awry Joint for Timl aawtbtlaa. t. Wn dr1N is of WoMwed LmdAs WWOOM andawt . 11111, S- M Um for =rsih wd oL 3. m mm fbm 2 o4o pests afoul be Lusted wNhla o 7 ft. thous. awxpt Iv IOMfie WtWIolS mtad m IN BRIO List. TWW DVWIMWtW a. wow ixo1at Y oMlato4 all elf supports ord TfOC1:104-dftw AWAM faudulims 11111111 et rdsov" fnd itr proloot a We .ill r m amfldred .idlor y to Ifee WLlis. BARRICADE AND CONSTRUCTION TYPICAL SIGN SUPPORT a s» wclu Tor dMlAltiw ff 7orR Ikrotiaw• STANDARD * 30 he ftra"I be p�opiM�dl}ointOtadll 5 of 12 BC (5) —07 SM Ito COM for the t)ea of aka aidflrate LOOT n- -01 •. axr e. wort w Poor thst oat boo uaad tar sot.op- w akA bWvt. Ir. "•"s•wa FWARA coma r tl(Sm sm ,. tlr Fupttrr/iepriar anti I aorov. �1 .arrow i.aa on portsble L roman wuui oonlMli�aov.+am e.ord. meow rar to s10* aMsaolat ttr we, not lnolmkv alpts mrtls wok, a 'Tay i tot • i malaf of ~0 ohor, or An thou Mont aNsrerts. 1lrr-*w asaaopn we not ml dmmL EoeA Cph1tooww or the ,Mfoa +bald cm 1* a slodlo tltm", and m"b udraieod eq t Un the Word •Dar• to "l r tD on ult rampa a trm q I.&, •0RT QASD. • Do rrr un the two •RRI.. S. Alarm Ur fife Tarts ,r It"Male driptatla M W4 Cal Flo Gimp WHO the amen ow o to. we ie a raod0y L 16an In ur the 06fiaa m a etatlaery lfYf araopa peal shom q}t a ntt nkm 1 foot stow 11r toaffoh Mrro psr�M 1. The m ommus two 'IEEglO• A"Id be udd only If Nr Work to fd to a on SattraN.drnim and and M umft aonI . at Each[*& Aoltd, date and hms of vork abrtd be dlasta"d an Ito PW If Work te to bopin on FrIft w gm aorr «swear bite Yrdry mrnh*o L The ISgipnr/LNPN r as Chat an of to dpwam unah ors awl I- oile tar dimploadnp a tarphm mmmopo on a PM Faits owe my be dlplgad for elder iar ramds aa* or for ertr made sock. L b not "float• mtmmagn or sardi lmWNd In a mumps. to mmoopa ahoUld be -to* (tan or aanwratr dtl to dlmpleym4 IL Do rot POW ra&* M Information on a iw Om me mnapm I.&, 11. Dooriatt ure the Word 'Dow Ing two I ton or I* s ftiaape�. � �� � fhkd I lu. IL Ca not dlWq ikslmMES apa •(S(FI Lgr or%M SHIM R 11111 on o PM drivers da oat trkraipd the mumps. R• Ca Cat COS" otasrpreflat Moll larl>m}nlly it varweply Baron tm for of ma slot. 14 to fol ta*V Ionia Irsts sbbravlalW ream and a a m pane teat are mompW a fqr use on a TOIL OM vat ,n a Ors«ut obe d=10 . Words or �Itrosee not as Wo I W abmld not be IL F06 akaaotr taipttt told be od lent tp tMw for trml for mount W tom. Thy Mould be vlslWe fro at lout 1/I LU alp and ft 1W # Wd be Wble Irm at Most lop foot. RUn m r*W unto out Iwo a alrraotr kttpht of 10 utatee VA out ke laplble from at post IOC IL Taal I Irs of Mont rtollld be mama I M ft o mpa opo d r"W *a loft or rld'M itrwfk& 17. If dlaoblpa, ilr F06 almmrl0 mfaw► to m t I lep�ta dleplm Not ri11 not alorraofrtets sad ell I mlY r and to owl aarkrs that "s F06 kma WTurfiar4 A tales stab r a srlms of harlanlal solid .bons Is arrarlahL idr Oto/Ian a ]a -Inaba; 15-ambr. 39-MOW PAIN W we = IN Ng. am m Fm Ira Tit Rm-r-AT a ma in no pap 11411110 a "MEAL RIT1l SION FARO. TUC® PANUM TO TNFnC RECOMMENDED PHASES AND FORMATS FOR PCMS MESSAGES DURING ROADWORK ACTIVITIES (The Engineer " approve other nmeaM not specifically covered here.) Phase is Condition Lists aood/LOne/aaap Closwe Liat FREEWAY CLOSED X MILE FRONTAGE Ran CLOSED ROADC�OiED AT SH XXX Sf10110ER CLOSED )00( FT ROAD CLSO AT FM XXXX RIGHT LM I CLOSED )00( FT a�SX CLOSED RIGHT LANES OPEN CENTER LANE CASED DAYTIME LANE CLOSURES MIGHT LANE I-xx SOUTH EXIT CLOSURES VARIOUS LANs CLOSED' EXIT XXX CASED CLOSED EXIT CLOSED X MILE RIGHT LW TO BE CLOSED MALL ORIVEMAY a x LANES I TIIE - FRI Other Candltion List ROADR�OItI( X7(x FT REPAIRS X)ROAD%X tT FLAGGER XiD(X FT LANE I000( FT 101(T LN � IIARROMS xxxx FT TMD-WAY TRAFFIC XX MILE WMING TRAFFIC XXXX FT c NtsT TRAFFIC XXX FT LOOSE GRAVEL )O= FT Ug.YEVEI) LANES xxxx FT X MILE ROAD XXIOI FT PAST SH XXXX NEXT ITtI-SUIT XxA( FT US XXX EXIT X MILES TRAFFIC SIGNAL X)OO( FT LANES SHIFT XTDOQOOIX BLYD tF lA1Fd mUII p Poor 1 etrf M urn aNh STAY 01 lAl[ p Pl,me L DOSED Col laafrm Ousel tun I. Call 1 or t poor are ts be modae a PON. L Va Tat glee (or 1xAN ataul0 be attested from tot 7. Atamedob,Ib;-41114fint•1-mi fWe THrla 'f-• m Trwrl. IAaaHarl. GwAral wmkQ 7r Adratw IWI" Finar Lists•. M A Loactionka ides n maorry any It a IS& r IooNton p not N10I11mre p tht 71ret per rj mkmt C If fin Fay an trio p Each PWe, I e it le eepraid bit m m1nimumshoUl W toad ft. Fan FOH eeWt M IVA& io, tam Okaw. ad awls be 1ol, %no *1 by iltr 4*6 I G. Fr adamw Aattaer ,«late 1M atrrrtt dale p aetrn eswas�s eon 1!r sated mark ear., aslwdr saes stmw be raplmtl Het dons r fir weak Aerate rortttaatim ends tlplael b M for am FULL WATRIX PW SIM Phase 2: Possible Component Lists Aoticn to Talm/Effeot on Travel List RIGHT XRL� Looation List F11 Ax]pOf Morning me Advaroe list Notice List Lim XX AAI- EXXX ITS RD EXI(T CROSSL ROAD IING APR XX- X PM-% AAI USE EXITXXXNORTH USE EXIT I-xx MILES SPEED W 1wH F am -INS ICIDAY STAY ON us Xx% SOUTH I "SirPAST i-)X E TO I-XX N US xx% EXIT ADVISORY SPEED XX MPH BEGINS No XX INS USt15 Xxx N FOR TRUCI(S TO XXXXXXX �I.T' REXI X%Y AMX FOR TPAICDELAYS EXPECT DELAYS us O PTWATCH LOSE CAUTION NEXT FRI-SUN STOP SAFELY Imp( PM SPEED XXX FT SOCkILDER USE I WITH CARE I TUE AUS r--H—gF ROUTES FOR RafB(ERS TONIGHT XX XX AM STAY LANE iFtlsr taYalaortan ouldalNaa Ibtm L. eardtW Altrnatlmas I. The words RIIAK LEFT and ALL am be tlrlandomeW as om aprloW L No, - adrferft m IR. IIS. m6 FN ad U am be tsdwvw pad as a. Mrtoft om mid aabbraActlam F. IL R ad Om a /. Instway am" and mubrrs rwom? a a 14m O. ROB, 1�4Y and FRIY om bo uWdaepW m rwdid. L Mint mar be red Inrlrad of dlstaan If rwarry. T, FT ad mI. mu ant an rnlraurpsd m oww1aM A. AT, IIkIM and PW kdera -9 A as modod. S. Rletaar or AKW /m Oo al talmred from tot aaMM if a laoeltan Fbom Is m 4 PCMS SIM WITHIN THE R.O.W. SHALL BE BEHIND GUARDRAIL OR CO)ICRETE BARRIER OR SHALL HAVE A MINDAM OF FOUR (4) PLASTIC DiIta15 PLACED PERPENDICULAR TO TRAFFIC ON THE UPSTREAM SIDE OF THE PCMS. 1. taAMiFAR�taa PoI I Manx FM slam ra tw4 to oho cow holOt and taa1W I I"IsIb11 by ►es b rl ad( I be aakMolmd m I,stew In Nots It and« YOURS [ IRSSiaE liO15• theta L *m 4yool stye, sum as tot 00044 Fmow Sbmbol, are IOI(ae -- WVW W ty a the FW I Moh'p FOG $Igo WA mtth the aa0,new of Na BVIOW. It "I molaloln jm Iowbiltiy/m1Ajosmy rawkersta nt Ird ahe.a l awe stool alp" an rprasrtsa W"Ittool ly a ale PoII Yslrbt ►04 May rtol'i amply waWmtdt NN tw a/ Nr rtatle sly rmerseaMa4 aid soil Cat atertiww for. r raw m }tat stir. 4 A fn1 MCA. CIS ey be trod to m'(aaap a flolb" Wm peal p waded It mots the VIAMIIt* ftmr rap ewe dmft rowromm" on KM, for ft 'o sue'artba l L BARRIER REFLECTORS FOR CONCRETE TRAFFIC BARRIER AND ATTENUATORS 1. barrier Wiwi re e01011 be pM*Alifle4 ad ouddrd to to color ad LOW PROFILE CONCRETE BARRIER (LPCB) Mleetivlty roylrroado or N&ANDL A list at prognlifled barter Reflsotara fype C pat Mwdharsl am be fawd at tlw Wtariat Hader Surface MIN 1 / T X y' sin Lt., olo rat Barrier decal n Btti 1. FIatIDle Osutsofora facrilve L Color at Berrien Rsttaators evil be as specified In its Ttan SM 1 ace! d ilr rafleafars Whelt M aaroidered ehAnlOiory is Iles SOY. CONCRETE TRAFFIC BARRIER (CTB) tA• lr 1. slew. potng d mrfoce Banat fisalble deuaratare O is 20 tea. Attaott Mr deifnalrs o per earufaat w. noaeawdotiar. ll Barrier Iwteotwe DELINEATION OF END TREATMENTS M. M raffia tom awn etas of the CIO, two 421 Wrier Reflealon WWII be milted to asproetartsty the sidwatin of.aadl aeatim of CIL An dltaYwte nudtnp location Is onlfarodY Ahmed at an.ad or so* CIL This atIt at law for eftaamat of a barrier grapple without dairtltp iha eeflector. TM Swrir lefl*~ wanted n tM Aide of ties O16 aMlt M Advised directly Mlow the reflector eouded on top of to borir, as Yam In to defoil dcdw. a. M Crb WOrOtee iggay irOffi0. 1res bOTir:Motre ieotwl l beaauded n eaco Asotlan d eT4 TRw raflaetar wit an tap dot I hew led yeller mrlwtlw foam $t-DireotlaMuddlo'TM Mleotan OR each eta af the Wrier dull have on yet law retloOtive tow, as Oman 1n the ataii CbW^ 6. M CIO sepratas traffic *%R*lfnp In the an direction, to barter reflectors at I as required on too of 1M Cie. L Barlow' ftfleatr wits And be Vol law r .hit" to color to wad, iM edpellne Ming aepiam"" Tel -low bwrlr Ralastara dell be aide. with Type E Fluaresomt prismatic Yellow Retra efleefiw Beall Witt» rsriRogers And I be cope with Type 0 Wllta Frtaootld sleet 7. IlattimN sPeatng d Barir Rstleotw9 is forty 140) fad. A. Pateasnt oarbre ar tosawary flaxiblaveffective rvoMm mar tone alai! MDT be used as CID dal Ion. L AffacAmd of Wrier Reflectors to CM dmi 1 be for Iwnufpohwrer's i4Mtesr"/ `f lace,opea tlrrlr Refieelard dal i be nplaeod demreptad d0yy..1he Englawr. 11.Blngle dja" brflatp MW t be lei ipedlea we shorn on the dawn detail. TYPICAL FLASHING ARROW PANEL Arran Panels ay bo lowed behled dtaatsltting derloar In place fw a OMW !spar or mgtng taw, ohm too they Neu as auBeshd With far 14 msrneil2No daviw plmsd perp"oular to irdtfI n ties 41etreae side at traffic. 1. 7M Fuming Arrow Fart should be wed for at I law claw" on multi -two radd yes, w aloe Rowing minors or construction activities on 7M trawl laws. L. Fiaddng Arrow Pawls should rot be wed an ieo-lac, tlahroy roodwya, atatde, dlwrslaa or vork a, dweidere antes ties 'cglrlaN' alesly sees detail belad to wed. ��a ON aW Ampector sp`t�i eerie! appropriate at`104 dmfd by wed In oonlmotion with the Flashing Arras Fmol. 4 Tha Flaeunq Arrw Foal aldutd in able b dlp7ay tAr fel/wtng gv0ola Floating NIGHT am$ ATOM O •• • • • • • O • O • O • Fiasning DME AM • •• • • Flashing CMITICH O 000 O O O O O O O L The 'tA oil display omwlale of for oorw gape flatting, sloutfahmafy. L The shvl#* line oadion display to N01 ALLOM 1, IN FlaaNng Arrow Furl shot be oapebto of minima 50 pp on awing *001. M lap voltage. The fleshing rah of the laps dol l wet be taw"an 25 star acre than 40 itedw Pr Rlbule. L dtaloas Iowa *an tin' sholI be copradectaly 50 pried for the fishing arm and coal wrwla of 28 pence tar each L aWuitiglsanrow dfwiay Iss Or MIMM 10. The lashI avow e�ayyLyt` mOWIW LIOHIS ov# dtdawor display say be dwbv d ll opruIaw. aloe & APPR090"11& TRAFFIC am SM Got WKI END TREATMENTS FOR of CTB' S USED oaIeEATtaN 61-1 Withal IN WORK ZONES ►Wiwi Do I astsehle used on CTB'a hl writ New diall past a alMatlly stado, as dMia d In the National CMBM*lw Mlshww Research film M d. Baer to tho CRFCO List tr apprdwd Aid. ttmaw I a w daadoahir"' (/ 1. Tarninp lights evil cat the rowl sc d•r tM TWICg. 2. NaLlng I Iptts sere! MY be Installed atborlon" L Type A*Les IMwlt, FlaCdno caching Lights am comely used with &LOL tht an hdaftlq to worn of ar nark a game wHal ly hmardpe Thaey Lights W Mal l lot be used with Sigas� 4001 Fl coltseidilsth Type 9 "sews Wlawomm` * FrIpvo OaeFtro 1ti rowtro its at DIPGPWAwntof Specification so -am O e. TYP" and Types A NO ages Shad mac Lights w Intatdas to to coed In a aortas far allnagHm to ateplmd drew truffle control devise. Tlr)r was 41011 to we indicated an this duvet aM/w "seer Ah.ah of the Dian b, the dasigcetin 'SP. L 71r Dpinar/Tnapotar r 1M places Nall pasty the location and typo a wgainp itpda id s IMVI Ad m Mw frofilo ogdrol MICOL L Mien respired by tfe Fitpiwwr, tlr ardrea+r ARpI I funin a copy af toe Warning i{dda Orilftatiaf. the vaning udd smadaatarr will Er entity ties 1dMLnq I lOda Wmet iha raquir®tfe of 1M tenet 7TE . SpacHtaelas far Flatnlro ad. Steady-1ga Rgniro Lldda. Wes used to altndte curves. b wC add Type d 6iaay bra Lights Would only be placed an the outside at ttw arv4 are Aw Inside. Ll pl Type C or "Rim � LICiRS tuglim al FIA.STIC gU6 dpprarad snmsfnuld odle0 t. Type A floNing Waning I Igtle qe iMwded t0 warn driyera tlnF toy w aperoodting r ws In a pohMtally haigVad area. adjaeml to the frees! way. L Type A rude !(aching waning Itpls are rot Iwthnaa0 tow' atseptln ate awl l anpF M.laed In a'seriew S A aria. d eew,ectlol Ylaeltfng esntng I tgldr plaasd on atwovei IXWp ante" 10 fw a ewrylwap iapsr.waa M used far al Inotlaa If used, theeeaessetw fladitagd tha aesldlial tuarning li(Ah esmtd sour craw ter easimtng d ter iopsr 10 tha and at ter serving tpr In 1 t Type C ab pWitslitrhurh tlar�iftatprolidda row : "dated U waedtedroM o a`ertrito dltlirol� M� a4} d Maa7 1 lam an detours, an less 1 .anagas, n has alaews, and on otter delta amdttlan. 4 ,Type A, Type C awe Type D wdmtng It�NNe atoll es IroOAi led a Imaltao as detailed m oar done. Tn the Die & L .Narnlng ItgMs mull rot es kwtol lad ea a ohm ttwf tea a sigL atwrm w vsrtlasl peel. L O O T. lie patina spmirip iw waTttq 110hts n atua ahauld M idBllacl 1p ilr ahasrlis{ro aqua Wpaalwtp. e11eA1C 16iLFCI06 ION7ID ash MASTIC pelA6 AS A 9B�T77D1E Fgt M C 151TApr BAWD yABIBA; 1.(aRS t. A wo ning reflector r app^owd Substitute may be aouded n o platlo anus o a •6sfituh fr a Type C, rladdY tern waning IItM d ilr discretion of ter Conhrodar unless dhav(we new In the pig& L ile +A reflector shell be yoliw In stir add doll be maufact red using a sign aisstrole appro it was wick plstlo riles ll" Ct n inn 7yarc0 Nanbq reflolar say to roue l ties .awning nflsotar deif Imes a Mine to orMfedtw surface area (ang shad or MO $* me Indm, ora4wrs.eut how o 4 Red Mloofora shall be fowl ly rrlaat0 had, including the area darn to 1M aw rotstrfass woo of Isar , L .Seen substrates not haw a agntbn of Mg mown" IaWlw of reflootarlaedaladra dmtlw they a rot lore to be refhaferlred err• it 30 square Inns 0110011a. to is dT& L The aids of the waning reflector facing approaching traffic dell love dmtlng vesting ter eager ad ni n lootivity rowlrapdr Far DNS eMOaWType D 0knwfleareeswd Himacha). 7, bnpt used sw I way trMfto, both stdesd has vornho reflootr dell be refiealeriyeb L The /Arr/ng reftadtar should be masted an the, side of to Mate toast mramliv Irdfid. L TIr unal mac Reaping far warning rdriectm ddWO be Idmlleat to Ile phgnl121ro drvtob sppotla rgal. made. •� op p Sequmttlai awron •. O o •• •• 00 00 • • O manuMEMI'S mum IgNtIW "mac mum YI6IDILr" TYPE Siff OF FOG. LAWS MST= 1 y0 X W 17 M/a ai in C aXes 16 toile ATTFARIgth Flaming Arrow panels dal t be equipped wWh aitsWic diming dovl0ea. I= Amy IN USE, NWA THE ARlma PAJ1L FRW 7A p0a5-0F-MY OR MAIM gGWMWLa eIAm1A11. It. The Fleming Arran Feel dell be Nestled m • "blela, trot far or~ ealteale udprt. ILA Ftahtng straw Purl 91" WT CL II519 to latrgl ly ahtff irafflo. i& A ful l catrIx KW my be used to sWlate a Flashing Fear Pawl provided It nwh -vbsibil Iy, ilmh rote ad dsolng reWiraad� an ibis drat far the aces Un arm Is. alnaen a= a Ina hslgtf of trolir wanted arrow pawls 4=14 be T tot iron r*assay to hot= of ponel. TRUCK -MOUNTED ATTENUATORS 1.. TrU*Iaweurlea dleroatan (INs) Used an TAW facilities Must oast 110 ragotrmmwth auutnes In 1110 INtlanf CeoDma►iw Nig•ew Research Pon 4s M50 flow MCI, L Refet10 tlr —, tar tha rsgatrnenta r.uwl Y w lawn y TYY. S RAW "tlm ales elwrn in 1M cam to awry Mat on led ersh on ape requlromds and on araanYrintlrar criteria saasltmld by the Federal Ninny Aalalstratin OM for 11104. A. Mawr to the CUM for a list of apprwed 11114. 4 Ma are required n *Map Won shot Vim noted In the alga. L A TWA should pe wad alike flat it tan t. Pasttlasd aDlaaa1110h1Y 30 to 100 rest in OOYmm of the W" of rep ewpav Without astray anesttro to Work Perfarmee. L. The only rasa) d 1111 dtoUld rat be rsqulr*d Is then a Work Area to spread daps tlw r00a0 ad tlw Yank OnV is on aktatded distance from 110 7M Texas DvattiW of Trmlepar aft 7rlllcAW10ae dYfdaO BARRICADE AND CONSTRUCTION, ARROW PANEL, REFLECTORS, WARNING LIGHTS & ATTENUATORI STANDARD 7 of 12 BC(7)-07 OluuLpp •I°pa"i4 �°r_cgreyr_ 1�'q[7'"ri..�°rnmZo..�rT�"nmo'r°n.a.rro twaartE5 �1 °1Ci� 4�`'.r- r y r r f Y N r r t r N ! (�R��qY'��' QQ !-� }fig Q'��!- -sI lit pit 3 1 It Req � $��ls � e a- ��� a-$ 113 YHe-9fb3 g Ir "; um, % I it 11 li ast !.[F;fi -1 it I lRilJJ l�Ra In sir g ! lY a fo -.1 I .r am pf Wo I't if! % . 1 1 1° Wo IP r1as$vi �a �i rr ! r r r N r r fl- ism Willi! a fill, $l$aY$sq$��� a i9r� 8e � �e1 g$- thit it it's. ss q 9 3qR Y§�r It p IL IL I $ asaIRtit it 'g �ais6P i R- �� cc Pip Q !� i ! x s 7 } ao RyYyf aI"$ t�IR��!-s 0 Adx! Y� ° g gig a8lx -I11gurl f v $ h; OD "g! a rn �i •S¢ y O CA 6 � •� Z Fr V) w U H w 0 c� z N J w z a x U �a5�t r a d f d J 14 eA d aes�� ® s� si 8 d mr3Nm k g � 6 T11 ® ls� $ MA ®� �9� fita a '� �j wu _Q!1}I^!!!.!�L? '_° !i_^"� t"!!�1.!?f a �t�E_�T11° °i wco�ea+ °Iva w °off■ AD 40 Akw�►+Ib".40V 0e14my eul�.wlf ariwi� :�i► �a'v.w.�o3 :� a�8i7fi:lw w :M eQ nmarmio u �, �k j � o _bg U L + 4 � = W s�4 babs6b�� zniQ .;i at taa. s-sa$�a� cr U HbiR O] NINA A au :Lit � A :R°ai f NfN�N f _6 a4 1, b.. _ NORK ZONE PAVEMENT MARKINGS GERERAL IIIINU 1 ¢ PKAW11' wlxms t. The Dadrealar Awls be responsible for wobetotning m* wale ant 1. Peace I workings Mat we mo langr aptloabas, mold rsatw omfur misting pavmsnl workirpo, In Ow00rvlmne glib tin afasdrA epnift- elm r direct a m i. lat lworq r iMo the oloew Milan of Mat eotian area peals prorhlarl4 m all raa0rps aPwo t01raR.b. roAW, tali be rwow0 r abl Ihram bsforo the roofte to spar •IMIn ties gSA llmih mien adrretw aloha In tin plow. ed'16 trMno. L 0olr, paflrrm ad dlwbtan.Ymll b in Oartfarmarae rtib tin 2. Tar above Awli rat apply To daloure In plow tr Ieae Mrs M •Taw lltwol an Staff" Traffic Central Woes" 111JU1W. Books, Men fia0pr� ad/r sufficient iking daises we twod x Addltlmal stppsawe I I ponce working details say be fold in iba In Slow of workings to autliw the dsfar rolaa Plans r peotftaattau. ]. PaPnmt workings doll be, rwoo eW Yo the vet lost wxhrd.pwehi4 A. PorsaM erklngs doll to instil led In awq'mioe With the 10111m so as not to leasa diamrnabh working. This chat 1 be by wry aflnd and as ohs" m•the plans. c arovad by TAW SpeoiftecHan Stan SIT? far •Ellmlraflog EWistleg 6. Ilen via m ism sorktrps " rsylrod an fhe plan, abet tore ?semi Ilorktrpa and rvkersl. ..%I ps doll confute with the Tauten, the plan. and detol is w t. Tar removal of poosdmet sorktrps so require raoeYming or veal shwal an Ifie Slumlord Short esat to L Seen •taldad powwootpmakinp we rion plan ant the raodrp L 9p]eat fb the app I M the Dolnw. wry call ilal Idw1e to be Is opened to troNio, DO NOT PASS: sign still be msuled to work moosesful on a Particular typo powYM not, be and. the beginning of the aectiw tAm pawing is prohibited and L 11109t ateming ®7 be told but mil not be ragllrod allow epeolflool- PASS ISM CARE sign at the beginning of sections slurs posting ty slam In the Plum. Is parmithd 7. Over- olMieg of fin nmkirps WAIL NOT K Pruitt" 7. All work won panto= orkirps doll IN l", I led town 6. 0ewora1 of rotsed pwmsnl mortars doll be as di wales by the With Slow 612. Salt. Zan Paodrwtt Itrkkpa.• iypirmr. G. Msaal of --tong pwesrd workings ad mortars will be paid for RUM PAI®illT Y1IM directly In own'' with Itwo Gn. •8.11NWTIIC E111931I3 PAVBOR alum= AND WRwm6, • mien alhavlw mtahl In 11n plow. 1. Blew pavemrf w1ou we to be pined according to the Pater. tailadt-ad eking tape MV be uwd M door oaNiloting edlattng an OC412). narldrpr for gsrlob lose Mgr to waft whw apprnvsd by fhe 0lolwr. L All rotor paaranF store awl far work warle workings Awll wont the rswirvds M !rem 6T2, •wlsm PAYBOIT YAWSW ad Dpa t- rdal lawlal sm.. 110-Iwo or 06-43M PWMCAim PAYFlW WIRIII� 1. Rwaable proWlaoted prrrnmmlt markings Awl I cast tla rusdrwwla M DO-W41. Z. Nmrrraable pratarloand pow ems= makings Rol I' bow shot I wet the roWltmnte at as-6E10. MUNA1110A =9 ZOIE PAVOW IIIIR M 1. The Confnmfr rill be rawmalble for mabdainlail work tan pwawd workings within the work 1 Mtn L Nark Tan pavewM makings doll I be Inspected in oodrdwoa With the fr I am and was r*Wl rd by Form 5 0f wok won ttoffb ooMrol dales InprflaM a respired by lam S00. i The norklrps dwad provide a -visible Morons w a Inirr dtefaoe of 300 feat dring worsal dWilght tars amo 160 test dorm tlluolnotsd by a kwablie loa4aew iteedlights at night. tnlses eight distance Is restricted by roomy gewostr Ics, I. Alrkbo fail irp to wont this rtfrlo diMdn tom find, 30 days Mgr plaoment dot l to roolow at the mpesr M tom Contractor as pr Spestfttta=ian Itch 66L 740PWWY FlexlblrRsflsptlVO ROCOM lh:kxr Tabs TOP win f1W WIN 31K YIQ Adesla cod Is ly m i1then ' IH' ad fen Men 1•. STAPLES OR, NAILS SHALL NOT BE USEO TO SECURE TEMPORARY FLEXIBLE -REFLECTIVE ROAODUY MARKER TABS TO THE PAVEMENT SURFACE 1. Tnprry flewlblt-refiwNve roodep ewer tabs used w guidwaks dal I wort the rml — -1 M as -am L Tab d0ol led an ibis des► we to be Isrpwta0 ad oarpld by the DMIner or doll 0 ed raprnmstottva. Swp$Ing des tooling to not anwol ly rowkv4 lover M the option of tom Enghmr. either •A• ar W bq! below aiposed to w1WZa will lty Wfore pimemrt MIN A. Select flow ISI r a" tabs ar radon frow each Ito r ship. d Oflm Div sent aadult to to mehwtetm, mewicts end Parene1 Section to dehrd. apwlttaaHon OW11 m. IL saloot -five 19 labs ad Pei (a ties following tab Affix five (9, tab at yI 10011 larwls an On 91Pll11t10 pdvewglt In a straight I SM Wing a malls size pwsmpr vellhls r pump, rm saes ton -km with ftm trail and rar tires at c peed M yS to 10 ad W pr har, fair (I) ibns in Gogh dirwtim. No are 411m. me 11) But 0f ton five 161 raflwotive erfaas dial be lad r dlplasd w a result of this tat. x owl l anion vriamew taY b ngled tielewco to mwARoahrrs. b Sow Sladad Swot WZUSM for hb pleoe♦r I on nw povedads. Sec Staleord 9uat Tare-tl for Rub p1m®1t an coal ant ak. Ralssd PW40Wrt Mar4" umd do Guldwarks 1. Blood lleswM mmlard awes w puldwoorM anal be hoe ton 4WI-6 pradot list. ad owt the rowla me of =-Am L All Mslaw a. Wortnatim raised bna_1t porkers prwided m a Pro— loot Awl1 be of fhe s® Nadfaottrar. S. Adm1a far Owldeearks chill be btitolrm not lot hot applied r WO tuber pad tr all, slrfase, or Rho, Jostle for amgreta irfmr. Ouldwex dalI b dnto ', wr TOAN - (to ashes reflective sariaow with yellow bW. 1007E - lam silver reflective worsen with white boil. @7WIME 1IAL WTEt1AL WgFICATIONS Twin suncis 06-4= EP611T AND AORL M II6-6101) RITu=ll AdF51yE FOR PAYEIEJIi 11110fFp5 06.6120 PREFA101IGim PAI WR Y110akp-PFAWIFM 0184M PRUAWCATm PAVOW MOXIMM-fSWWAN.E M-112t1 1111P0RSUSY FIAXIME 1117=1W AWMAT WY40 TAGS 0104M A Slat of pre- 11fled rdfleadtp rotood p, ' sorlaw nowrefleblM traffla byh..k oo*M —See tabs and oMr wb a0l: earMnria m Db11�d at Hn 9slrlas Producer List PAVEMENT MARKING PATTERNS CENTER LINE & ND -PASSING ZONE BARRIER LINES FOR TWO-LANE, TMO-NAY HIGHWAYS 10 1to 12• /t. Type Y m"ona t0 to 11l2• TVPO 11-A-A irate 110000 OO Oa00a 0o mmm� GOOD 0 000 �o o o 0 1Y011 m�inmorr��jr�Yel� rr�e �oeoeooe0000 ED> ro�e00000eeeoe `✓ T TYpe II -A -A Typo Y Dlrttons REFLECTORIZED PAVElW MARKINGS - PATTERN A RAISED PAVEIM WAKERS - PATTERN A a Type II -A -A 1 Type Y buttons a �p1�Illeml�m� 00o'�os 0000070000 D0000000000 f �`Ye11W Je�o abo a;ooeo } 0 0000 a iao o eeee d to D• ii Type Y buttons S f° G• Type I1-A-A REFLEC10 xzu PAVFIIEIR MAmmas - PATTERN a RAISED PAVHfflR MARKERS'- PATTEN 9 Pat me Pr k , - mrktnp COI seaiOstitutW fear B m0 DoraqVrmn vkfn0 ih aglnr. EDGE & LANE LINES FOR DIVIDED HIGHWAY TYPO I-C a *0000000ooaooa000nooeoo0oo0000 0000oaop000m TyPO . b:= { X-Cor II-C-R a White `� /TyP. 0 OOoo 0000 0 000e a ooeo Yellow ti G'1 0 0 Doe TYPO I-A� Typo Y ta,ttarr.� 4 V' e000000000b000000000000e OPGG710eeea0e 0a0000 a.0000000000000000000000000er0000000eoaoo0o TYPO I -A-' Typo Y btrttvw �ow Yellow ,tom emcee Wh1fie mooss, aoose o base o oc0o 0joeeo p booe a Gego 0 TYPO W h"t'O1fe� ~\Type `Y I-C or 11-C-P 0060e0000000000400e0000e 600000000060000000 REFLECTORIZED PAVEIENTMARKINGS RAISED PAVENDIT MARKERS Pre►abriaaled mrkinq pV to staafHuted for rwloslm Ind pmmtt amkinds. 'Tn. I-C LANE &'CENTER LIKES FOR MULTILANE UNDIVIDED HIGHWAYS C, ,,Type W burfam JType I C o o a a White 1_ 4 0 eo,ao 000e 0000 Goee 0 Type 11-A-A Type Y battale 0000 0 a I 0ooeo .DODO o ooe000ao0ooe0007wrooeoeoe00000oa0000 00000,00000000o 000eeb0a0000e oo oeoo0oo J� smm� asm� Yet low Whttol aoo 0 ooeo 0 0000 0 000e o �Typ's oeee o `✓ Y buttons Type . I-C REFLECTORIZED. PAVENEM MARKINGS RAISED PAVEIFM MARKERS PralolrlodW esklntp P q to AbOlU fed far reftesfertnd Mmarr► mrtIngs. TWO-WAY LEFT TURN LANE _a �9tllte a ril taw, wl F ECTORIZED PAVEIENT WIGGINGS "cl,.1 otsd sarklnps may a obstttumd for Mlsotariad owsp ro morklro& a 0 000%" ops W oeeo 0 Tybut+" eeeo 0000 0 Type I-C 0000 a C7 0060000 a Oa a 000GGO00000000 o00 0 000e m OOOoe OG000000000 DODO OOOO a 0000 p Typo Y htrtlGne Type II -A -A 0 ooe ° 0000 0 aoo Da0000 Goo oeo0000e oeee eooe a O000000000000000 0000 0 y�OtS�/o00 O OOOo� m Gea. 0 TYPO tr twtrorr. OOea oe0e O TYPO I-C GGGG O RAISED PAVEIWNI MARKERS STANDARD WORK ZONE PAVEMENT MARKINGS DETAILS �• = S• T Y Mrttone Type II�A-A TYPO o a DOUBLE e a to 12• Lu a a o 0 o el=i }� O O a 0 0 0 O� O 6 O a0 O NO -PASSING e• orurm® LINE m a to tz• Mom rillow suss Type 1-C , I -A orII :A -A Type W or Y butfau SOLID EDGE LINE o o g o a a O p a o O a O O �4 g OR SINGLE W _ 3• LINES No -PASSING LINE mmum P White or Yellow IDE Type I-C TYPO W butns �. y S. um �q-1 rp o 0 0 a o o to0 D 0 WINE o'-2• '� WAMMa 0 a a e o a O O a 0 rra Tar lOt ae�IIllm Lnt 8' �i.-�—� q peepfr0e TOR Wal A a®mmml UK YYImOLI aMOdr OWN" Rllfe fe— 40, t 1 40. 2 3. roc m° 0000 a o00 0 0 �'°' — 301 Type i-C or II -A -A B' BROKEN Type W r Y battens LINE I, --a• t t•-.I mumm eon swummunna tttttttttttttPO /a 1r ft INS a 6f WAGON F 10� -.�.-- 301 --- •••-,.,,,/ white or Yet low Type I-C r 11-A-A tNtan r:t Ired) REMOVABLE MARKINGS WITH RAISED wripaw PAVEMENT MARKERS It rotoa pmiemrnT sarlwre an ueW Rp{eeb Pavement Ilrkare f0 etODtmrt �aYAR.E errktrrps, fie mmkim shall Oe opplisd to 1tr fop of the laps at fbe 4pphmtis0fe mid Innigtr of two Gad far Is I lap or at 20 fact ocalrq tar solid iIra& ID1s alien m emstr 201 _- 1' � 0/ rolsed tOv—tf eorlara ppt IlrW only - hot lobs 00 m edp IIm Raleod pwaw e0rlurr uad om standard paamsrf msrklnq atoll a from to appmvod wadwfe Itst and mot fM rMiramNns of Ifsm An •IW= PAVGANr MUSERW It tivalfDIRTADf TranBlaR dlal Trdrb QMwdhm UWWe BARRICADE AND CONSTRUCTION PAVEMENT MARKING PATTERNS STANDARD 12 of 12 BC (12) -07 u19CtAUEM I ro t .w.�opt�npty ra, � br rn° �r°we o, tr.x.masu� ro ►t +"�ettt '�o'�'''ir. ° °r- m M ihtto °. d *0 Other lane!. r f.r Ifo°rr°°f I�Mllf. ar Cm We° r°au I1V u° - IF ag$a� ARM � •'� � ti�� � E9 v r� .a$� p s � c m s oat Z yy mJEv r t �•�� � P Y � PP r N r! ► Y Y e Rs$€sits it Mf I .wit aaaa:a$ M lail 1 151 lit W�g$��oa a$� ��$%faga� �P Igigt$'sJa[l IJ$ssggsl_8a _ sx $ 3 aggeg $ $ s I $ Sa11�'a$1- .a�-. R _ - g-.P P. 1114 aII af .a $ a 4 � a �3 Fliq w$ gJ p' gg °88 _ ye _ ogp F7Pq Y g s q @9 v! E e 3p i Rq R i Of It 9a9g a -lit 'Witi 3 alit! s b $Eit NJ��E�$a� s $I I ££ a EArk!, fifi Is: 2 R I$'s Ii fall i� a i � g t bY� 9 it o% bs— i$sfill � A ri 4 da of .d J i A pf ill �'"'d�°'�w-�+ql1{al.uop ,�'�n"°�..u1.�0 wat'.,�°al�o�� w..o°„°+.�08`:1'°►a�P�W.:i w� :�n°O.Y'i �ILlnybsta 7i7 3 i 11. maWw IIICS A. WTTRIA S 1. All Swaim rode Installed of electrical W VIQ@k Initoing saplsamal Ildlemeg wommottm gaup raft specified b 8 to Glass In dwer locations aIm a pole basso, Moii. be capperelaf and LL IU%& Imam doll gs.a olnhm dlametar of ARM irk Itss IenoM Paul 1 be a MnUM or fast to dtanter ass Iapr tgptD reds Soy to PuI led m In eggs dpslfle looatlw% as it. Individual plan aMntw L Oase rod glop del I be listed to be In direct amaf with IN all., Assn orm a aaaPme in required, tin Glow sett be It"" form, le eroaegse. L CdNa1MICI)Olt TERM I. Ground ma Installed In Imatlots itch a Pole Gunk to pmlde cu plmeutal J lddnleo prohiarim need not be totally JI In aonio0f With tin OW 1. dssre WI led for In tie plan, rage may be gldmud In Putt or.sees relg or as dmmtlatlan or all and oalrete, sin aaliareta anogssd, tie anedflon of to asldular ts the rod doll he readily oaoenlble for Tmpeattm or repels 11mie &WO Into ae soil Mss Later Get doll be bemuse t is d lames brim ftntard,poae. NraWd roe must opt be placed to 1M s drt IIed Isla a a tigsr Gala. L Grand rode doll bm IrOdIlee such tot tin m0 taolhNed Who Me rods Gal nmnr 1* Installed a 00m 1M Pp r and l Nil-aaldiollW aoatltgs a mh as aawNs 010 0 9411 be ramped fry ton nit M ton etas laes)lan, 6. Rousing of IldhMhq patWtlm Grand rod stns del I .be rim as mat ins sra,,0 a paaeblw Nlan banns an roallnd %W shall inn a nlnbsm radius of fear Inmw. a 0clum tsvolfical ly Pulled for by the plans wimults unit for grow rad vim dell be rnrvla1110. we metal conduits are we fl44 a pnulpNo bushing and Mwrly sisal PmGas Jupr Mal l be proribd and property instal led m son ad. 0.ancrs whey moll r a at d rook Oelea id eroweena Mon orfvinpQ segos red ae ins hriSreal lrannal Plssaee Method 4 U 71r dnlY VIM 6 0010100i. witted aMlrimblm Trm 11r.6ighwr must be abtmlmd. JI 111. am" UK A. NAMMS }E 1. 4Poutl boast 1Cd W4 IMw tMlml r Similar 40e11 be: pager mnnM W 110 type namlna BY ton dgorlptWe amm Mown elemses'w barer Prase Pages dolt be as sin closings, In Qe oleo. e, % All Ground bow aMbawo Moll be opman-ally corked eitM' b/ loom r kW Paaalgd Ins. still m alaollria's mil JSn rmbr as aaMfmNrr a nabs or logo. k Coven dell be bolted dory and belt holes M tns Pax Mai 1 be �. is to droln dirt. 4. Ch1atl sex 7yps A, R, C, 0 It E shot I: eat 11s fat lacing raWinabesi a`Orould bang sit Puvre be aaadafrs0 teas 001yser eagaob nndrced with ao ti uau aea of aonm or stitched ba'osllt*Gh fl0g'GIOes elcth. dins otNgs' Ogrveta digit batlpdtirm aolalYsed Polysahr retry main an0 aoGaoota, ad del I Men d Schism Puapransiw elydlpM r MI, Wb pet. Polymer gavel's oaedinop cinped flQrylape r Tlbr Glas ralnfrait Platt* to at aooeptabI.. b. Nlnma Inside dlmensTom shotI he a Potions gldM x landth w dsti mf Type A civil M 11.4 taelw x 21 Insets x 10 tlahes, 11223111 Tye C dpel I be b. L25 IndM Trades s 21 Image kgbn s10 tT 41, "Will Tye 1, do11 be I5.25 RwW x 2L25 ladim N 20 InchM IIS= Tye E mail be 11.5 1 A x 21 Inches x 16 In % t72231T) fi 4 Boftae sole W bar r "he" Ins R011 a foaled with 0 mimes t 1/4 Inch flmpe. it. am bon Shed stthctons W0 lbw Pr act tt. moiled one, tla Nobs Ataevel i W th bit flesh /M Ins activation pr sect IennpM d sae. erml0 paw fed OeYNa Noll YtfMfaM a tat loalns r toast lbw err a 10 Ins as la Ins end crNend bl ad err Wth lam illy tit iron ion by ca dspe d bras om oars Nell vet ITeelgfh IblegOrelud 41aMrde 3.0. Wahfmfimr Moll ,supply arftflastlon by m tndlpalOMht IaDaalmry r arNed by tl Trmtiareed 1f "Idg.t &piog'. w hard Mall a 2 inch bestMlt Mack Polymer aoearelw At I hw*" 9411 be mlalniw Owl. apr doll he secured appraetl by tin lingillar, Purr 001 he I"Ibly MWWW With IM 1011001fw Wra In elngsd I ImI IWITWW Comind Dow aoee bow aaedtninng string for m g string fr I)tusilo slir le Moll he Idoela4 Dawn Nigh Vaud" Trafle Signal. Grand boos oaeolnt" strhp for trafflo melnapsse sYslo gall mall be dtabrDidq own High glob lies Traffic lap lon abuts b mNMMrw 01rinalfr alp li)WswHm gaMgs &W I be Idaldd, Dawn Nigh lath Slpn Ground varvio bons l eelatial Wiring for ign V*t W Traffic is also oadaln I Ilainatlary P*tged b/ tar elGrel elah1Pu1 nestles, tleit a laheleq Dover NtGrh lbliepe nestle Sigel. A. a"IMSTION um mi 8 1. Qv d bow Mal I be a1 on a I Inch bMntned bed of am moose ftae 34 . up to 2• In Stme. ApGWols ciet I be In Visa prior 10 atthic bm will anelits Mali he caged. Any Grovel or dirt In meef unit be rsame, L M scoured by Ito dowlptlW Goa, construction or m pm causing a Group use haldil9 nave and nlmtroing Cal Wall not be Patd far directly bot abed he slaldfory toile Grasp tar, Pal"arvi ng atal Guy he field bail. 3. =OxhNats for aprons WWII ns ossidgw daetlrmas ww m for tatlm mpaw Aagr Moll be oat In Pldow It nla sit a eW in ins ""lit of t3pa s s G boas of list is id— erwM Muse svr. s. If., within tla Iislts of this projstr tin Cm I cola must rdilln m existing peed bon equippedmeo with a metal *war. t Sa lrsM tar elt taros ths ooNw' ts fin - VA Ing aaedmWW With 10 3 fast law Tlonlble no JmW tin ciao *cgs a fin Grax.Otrq oaMWar. Comma Ins, of botlinp Jagger to elect paurM osvr dal l Put be old for directly but doll be ab- staay ts Vrlaus. old ttad. IN bm(" nut be clegily Norm de tin plane wipt Vim oohs fully dmoribtaD IM brit A. If there act aassr crowd boas with retal Cows WI1mn to project IIe1M but M Involved to 1M ow.m.— tin fmwimer ens direct the Cadrostr to Gaud ins aacd, desltiWctiro and Identifying to pstfia tame in, Welting, Mite were wl If pe pale far mpeate)y. a TMstnOflan ts most classic box Word civil be mop Wow 0 tad Gasp typo 1Qa No. 3 Itallii0ratng Steal IG tr► Mill _1 41 I* 2 to 1 PLAN VIEW Class A to, MlMarain0 A�On Cotes 1typ.) steel IM yp.I � , } 12• aln. GYaIaWJnO OltMtlnp v 1 LS' 9• (Naval flit (2) Ground Dd[ C*nddlt auOr ant aaole RIOId metal *mehdllt at SECTION A - A APRON FOR GROUND BOXES Micro feWired) III Final position of and of aa.dult mall not aoped an -wolf Ins dlefage to ton aide of use oOpaHg Ma mWit may, 12J Plan Graff •ma - ton dud. not •IP• to b= aamei abmld flat anmeoch on na Interior rohs of to bow. CH Install buming on ins Pp r din, r,al1 *$is. 141 Stirs a pauM.fod Is PVMO to na peed Gay ON Mom It to as Will ail SWlP Wlt GaaelnG orastors Islip 0 listed oaseotr. IGI YalMoIn NWTCI a ages ectwm ell 'meth` a a ts eltoe fer paper instal lotion of bhmlrpe. Nf ell oaldults dell he IMtalied in a heat fed wataliiM safer. IT) All eaWlita Instal led In tin peed bee met he a Md oftr 00010tka a eandslr Instal fallen ins as ram#red, put I tsMs. Sf l Ios , civil I net he mae a "Want. gale for V., bolt rith'rsaese for load. N J N P x 7 SIDE �_ mFor ete uder. lqp i M END PLAN VIEW GROUND BOX COVER GROUND BOX COVER DIMENSIONS BOX DIMENSIONS (INCHES) _— SIZE H I J K L M N P Ar B F E 23 C60 30 yf 30 rA I IT Y,_l 17 V, 1 13 yd 6Yd I$ 2 Y43 Ibrtalan m901016 g8l MIM LL MWIMS WITS All work, Mortal., -I- aid inal=1- rtiM,r or M apealftsity .b�+l m tM aloe, MIM oq W IroM " for a aamoato ntl prapr •ipetrlml _I- Intel labs N .tattled in tne pier i amain alev rlsl poeor pelt -:old far• prfaroed, fYmlmed ad loatoltas by the fsraahr. TM Codrs}ar Roll aslmt ine WIII4y W orfrlro erns Mall -ply VIM al Wllify rag7lMonte. lrteery tine exlwlons, aaeeatlon Owed., mans. pw0e& and Inner OW M by 4ne uftllty 000" 10 p Wide pmrr i Me location anee. enee rewired, *011 be aid far 11Wr fors 000e l boat.. lit oeete aaeasteM With ten boWsae shelf be approved by 1ne Dgtaar prior 4o OnMing the lot lity aaaoaa to do the erk, T. COMmfor rMel t .bowl+ Vito its ammo rlal. Yti lity io asterm1' tam ad resnren t ad elat I Worded. toe W 1lffy'. cork asow-ad tar tote .pins. Tr tarnWmis, fat i ben%:=only its .marsh bii led ay it- wfity Ko additional ant for ape tT. a fne Wility'e vrlt.111 a tells. wMertoU Mal ro 1se I,- w . told oed, enNrlol. one Imfs ol lott0.11 oaPiy a/M ". moll %.We Armlet- o1 4ne 1A11-1 Eleerlpei Co. owand Mot'aeel Llsnfriool ~set— Assimilation OMI eWA.VO and Wall be Itedreritor. ,mrarise hill List" Elmrlool Slrrlas sand.fto, aaalmtor% dimonwh% aonoolor., o _f4 bear part alas, as erase. alreai4 brawero, MrtI be as peen to Mr Elsrimf serrfoa oae otwd+ws to 1ne of- fealty tdrtmtls der poor rolooMtP In any mferlah, astlpseM, or Installation anal I be luatlfisalon for relow'l n. The Co fraotr that 1 .Welt for arvict no lots thin six (6) mots or aaaiog 00 eteofe M s1oatrisl easels WWJGI& S'mli la M*II es legible od Mal( beNOUN to indleote rlloh pradat M o wt-abler 14 to N aWpl led. 6Mn aoufmhssre p-to. sr s,01" ad mora,loso as a metes" trod ~Ica, tolrabier N.I I =Ob b tlr Btate boa em-MI. or pupr.M, Inatktpraofor Mall ro.idt Lama booed VIM U MN .21f6 far Nis loeeael4 ei.Mrlasl sOlearn. KOS oW loose Masi prgprfy of 10a stone (Ittos al0erwfes smrawd by tne DWI-, aalsrs. set l M be aarglad Wdl I ImN -provided ad III bal.. re Instal leb CIrmtt dlnMrls. Mare rpvldes, 0 .11 a f)l les art. All bombeaam bombers old osdl In pep bill It MWIG and onalomres Mal i be Icbs,ad with de-aalred ola tto lab.)& Letter; Mdtl to a minima Yh - In note*. Emlomres with extermt disormouta "at s-awalxe at l eylaeM Isis tN saloore, teed ,of how tope fret My uNsf tray Irnmiro Ifes mn torminotimn► Volt a aratestN rroe Inala.Mal tmt. tan y0lVaniwa to ApsifiN for rMb. series, Nits or foams Imramra, sfdllliaw Mal may a Used. At 1 airlift and oorowrls del fall rotm0 it T6 Ubraea C. IOnlaa alle for mrvles earome oanOaMrs ball be-6 imse. 1. Sorely IWIM6 A sahy miltotk Plmod r.rod If Me cohm 4MI I MAY be ,food Man epslfiN by Me Utility and Iftin Yee, s in. Electrical Ser'vIm Nib Ine mitpl Mal l be Is Lidless nesey OAW fys, s0 volt, rdsehL with a,L tYp. ce onamo n and emiss ",In a mild nn*ml Ishii) aeaebly. Mu mltdf shelf be motookmts In tlr Non- mettle, 11. sarvioo Tye. Elwtrimi service aped A. C, 0, ad T Simi 1 be as so addloollY defsl.In on IDW) r 011). other eervis tips Mal i on I11. Y on el/ou f li mW�r& ,'VJ* 1 Wlra MWII N sexual at* 110 od hae a afntaa Ir Wilho maelfy of 10,000 ape ad o wt/aps rating 4aopot1016 at" "Mir U6 Clrmlt br'ookene most I be etesd de Man to to sleetrimi mrvls doh Cireait bredY In paelbeos. and food mrN.,e e011 N NII alai end dsolpWd aNtslwly for *is pmalNvd or loon motor in me, Tonsee ad Ialfrriath brsdoro Wool net a teed, Ali olrmlt breabr4 Mali a, peroeeerty ad alert! aarfted Iaetlrylro 41r otrmM r davI. sppi led. Clraett bromrrs Aial I a UL Listed to llewe. M Wrmit boater IVrlbart6 Porlbo0rde dull be Is. Listed. fa lllar4 Mali law .oar laoaee. a ofnlmm of aanal. yes r s rewired In 4he sari, {Pained rl 16 a/ns Wall hstivto oe" I N ode trshon ee orscl m140.1tlrA y Ir rated� offing thee4ap st the io�ll meet — CCiemlt bra rsrsmi mail bd boN-In type only. Y. C1rWh {nano Lead barter. Lass oonters Mall be Us Listed. Loa (enters for type T services old hoe "Wor r'almtaa Nee, all oar lad ostax all 1 be copper be MIN Los W W Will new o minfoa at 4 one -vets owns. and shell N Verse Yr smrvts eWlpenl. Fro aPs0. Mesoa. {asa ali meet rya IlliloablIts oa+lr. Yet l law . drea ded Job asWlt entry 1r aM11f aMr1.0 tne ton a tne eoolu Wwfl brook- Mali be pkm-in *we sty- Loa motors for typo T strvlow *nett QW-W 14 d CaOmtn M 6 Wit-Fol. hvdars. YL Ssprgs or A.all nary 6mloaur& lmprols enalde/om Yea• isk - 1oo411 old Ughtfog�ora tar type p a T Services Wan l be a is. timtod ossbly elta arts da! 1Mrlr shdi l have A 00 front irin. M w11s doll atdod thrash 1st dead front rls. PnatoNtl Mal I be societies 10006 #0societiesa es de.rlims In porartph SIII Mon restirod by do ripttw od d. Satellites fo rm shod not the oaWtraMlon rmlrcWllM 91' mrop idlh VIII. 4 1sa1M Mat .epo'oto .rolol.es Pali M new exlrml apenetiro I.aAls, heed M how s Oda malrt and der ray Ivich a only one Pettit. All SWIWAPt ems be loaded In os omlosae trellised of ton, 1st alvawe bit Ir vielteett vil. enere a Ins 0 r 7 4Wvfss 14 psalm. laMnetod •s built• drprinae m's rewired as pp., on wild Vill Et emit a difi rod bore owpiotlon of M4 vark, to the Kroliv a- 1n Rol el Plommant within Mrs oW Ir enclmsrn. CmweN sm, M masts One book dell of a steles vol— pill oW Ica Me..WlpsaR .snoop Port. Provide ro.Wita ba ntolp an .11 eats/ womilto. tamtnsl. snai•a low W arsedling am Wa md1ft Waitlp Is M rewhtraa two Its end of in. eels l admft I. hulas rlth aamdllt .eel tre leb or flrswse bass coon as osaw case. EXPLANATION OF ELECTRICAL SERVICE DESCRIPTIVE CODE ELEC SERV TT X 00 WODO X)0I (XX) XX (X) Saum"lovicev Type Service wattage lY t V ) ptaDw.Wot AKp lendinglow Ind10stN MI. Wo'chly) SS- Safely witch dnmad of whir 115- Im wltdl aMae of later adoir so motor r6aglrwd Fialatne Type 6S- Culivivind steel 16" ED01V11i3O) ¢ SRalnloN etas AL- Altal" Plotaaell Mitiftf dpattan T- Top of pole Sr Imide .vladwprah erntomr. L• L-Im erre 1mWd+d K• Noe Service SLpparf Type fir O"W owwvft oana'ato m' Tbber pals SP• $teel pole SF- Steel from W Pole by sitars or paid for esprOtoly ES-11 TS• Switch oees Pete io beplaced on on tra ow Vaal pole ilT- tubingKest fr atrushral P6- )•.dellai Swim fees FD(S1YI11,G W Ul.d.rgrnpd aavtoe r INWIM USC STAY TT Al2mv4w)t000 51611ElCCWI Color Cede 6• IeipM at tetitral condiatora' Ihewattrn elth ddto two deco Pcodbtar mNe IM wolberh.ML ------- Do lot bop / )rural fix is ImutMl 6 art Ifry When, orolaeav rwllrml 1 J: Sta.drd 3-prang C.-Wit mtTRUa Phol%x iII is CnaMium11htn, aM 11 \ Kinder li-Ilm \\ or dial) Type FO Box ` 6'= t WI#Itn s' to V der tap of pole tn' IUs ar is f0 20 feat cr.delf. bold mow finished to Iroflda 1/2, grade r a1 to I' ala0rates d11'60100 by between photo- Engineer, and "I I am pole, m at lamed by et)llty amptiny. \Service• llllpparf Coldilt dam" Apdotlp 3 test tome emlow" 6 test nyl. Not II naant d Inaide stuff— Emlotfira w11 oftaded 4o ewitptarTt finer lllp part ors amh {Ida t� at aulonve lots ion vlalrtro - Ni,dpsa, ate on Three prang l'.aept. an I, sloe M ?ile drmloars Waoti aids of ow Lard ENCLOSURE MOUNTED PHOTOCELL For- photoael l wpe0lflatrtteoa ems ED(6).YIII. Color cods v tw b of Lt or L2 I-- oandblr.' Insulation 1) edo a oded lictor ® wtta00 1W 7i WaO& ®�4 © j last Typical Typtaal Volt 120 Volt 120 / 240 Volt wire Brach Cirnult Brawh Clrauit 1ir.wt SCHEMATIC TYPE T 120/240 VOLTS -THREE WIRE install 0tetaceif and flowing oaita0for setae e1eMn m Elebfrlbal Service Darn co to M Pala to ert,aos M off wool rowed by serving ufflm 14610101, anaalmWsf IQ be bola \ wesnWnead 2•toW 4' type 1 - clad S ale, relent pe t'WIoed 2 - Service &,m rm utility ooyoy ta".a hw bola rwfodrleaW 3 - 7iavloa omAttt and service 4 - Safety witah (den raWlvedl 6 - motor twee rlrto 6 - Service sm oasiar. T • N6 6 brs. OrardtnP slearods - a rmal t/S - PC 6' a - NA • x 6- Copper aim O - lit ..silt • am size a brae9. alratt Moffitt. 10 - 101010a11 am dndaft - If to EEl Scala D&W Provide io l'pa6 end 1/2' to VIt - 0W" serving by Me sving aledrmw tram uflllty pmxih,feor -6 lesssapper . 10M vira from al. ton pelt i psofa mdplorto W" use or motor butt pia& cell t Prdloot ..dater 10 a hot" of a ft mm finish er.dk Ina brand LIOUIDTIGHT FLEXIBLE g f� METAL CONDUIT U.FMW w Ism along lit awl too].) grope. - 1.1s1a19" flslbl. aotal. moult, ox,, be used seen motor and esrvis doet~o are e..led 90 to IN ow-. © = aa.��la 001401t pe cede a 5 - VOGshot I net exa6N 1 tt. and Mai I 11 6' to to, be sorely mppnted rlthm w It. at typical li C ~or 1hh . to " No Woo roollood 10r Bushing Cpgla to - Eat, and of MIC doer aw a Ow.al.a or Sol 1 CCadAlf mfiline or be toraineted sift a gromwI.0 fHNtW. '- A nowil at amldmt.r amt be INtal led rlMln 4,r OW. Ord b ❑analWrt flexible onset manoh .hall M evaded Iw apnea. A wl i lea to rowrtrad on at I 8' IneteiiN.a sfatrs, at 1.60 WN pis e4.mrW1r»taae1. the w!lef eliten or tM Nndlter. SERVICE SUPPORT TYPE TP (0) IliebW polls, oaKhbod eerviee, typical arrangement) ®Khan' Witt Of groped red to be 21 i 4' bola finished rod TIMBER POLE NOTE$ 1. W.blt ad .1.011m1 som olrs Wheillaa t0 th..leorlml arVis pole and i n e r'rolnd vlthin 12 harem Of -fa ale enet I not es Mid for directly bM WWI N meoldtory 10 too te.vls mice. L P.I. 1s meeN ptrfasl t tertal on t orib a14 ar ml. r to SCHEMATIC LEGEND eervla aroI— as rewired. see 6imriN1 amts Data. 1 -miffed 1 AHamhl m/er as -too equipment VIM -Won MNI r seamed ahanai naletrat. Ktrdrf, .sal 1. "1n pal. asre, v.Wl- to 01de 2 - WM (Who r.ylratll IW intme, for eaW Mnrt. Point end a mistimed alm nel vine wino riff pact, solo done Wfe sex. min Mien 17/M sa..Strur S - Snla. Ausd.ly Emlowers to as 1' eons deep, and 1 14- .iceon e. Use each afrat s oestlto 4 -Ibis oiseo imt areas at* Oast S - alit etas pet. VIM tee siW.lised r It Ica Nit., 1N•'disetr alb by I Ile IeroSo sip. none flat ad collalixed or WWr on eso )so s - Clrmf4 cooker, IS Asp typical Wit. min cat. in ..rat sod der Ilke o..r. for mmiilrel olraulf sirlro T -Anal Mary 6npl.mre & naemmn dyth Mail Ee a nmired In Its GST Treated TIpNr role& L PoIN, rimed 1r aasY /angst s holl be irlewd its ton fee end only. s - CCMrts Siffon 1'MOA• 5011W 1 -Pleb Elecria C. M .1 Iaal- -tim! mixed f0 - I'mir DP lbirtacir 71 - Per pion rests d meet I Bloom obi tempt IS -More co Ace too by f fen g v. I made re controltooby tlWplro cadaotr IS -Brand, C7rwit Sirvl Lin Elmlrlwl wrebes 00ta) 14 - Lmd trsdmr Pansibpvd gbh Uwe 16 0 - lovD�ae 11A BW 76 - ad Pear Olrlio control string _11- Noiroi CoMator Itlan rewired-% .red 120 v. food. ChIP -0- Esltpood Qaaebv aaMgtr-olwwm rowtired Texas, DOPWRrsO Lf Tr0(wpWdN011 T)d7b DalhYfpen WeEm. ELECTRICAL DETAILS - SERVICE SCHEMATICS AND SUPPORT -TYPE TP (OVERHEAD) ED M -03 ✓"^^^-H-`, �^^m'^' -"----^ r-. orb _ - 7�,- r"ame ,,.. ,, .�.+ s Y t_giea 1 O big y£ - S - �1}gig—i J M ! I = bib � _�S�u p r1(A 3 t �4 .�__,,,,�ro..-. $� t�'7"• yE Ens © U W W E I H If z Ta gr°it 6 �u t� .N� -� go k. LY N ON R t s$ Lj � �8 s _ - 8$sit ARM i i II I ( �p� s;;n j ® �ay oil i $ R a ._ ;; s e k e11 iseg s- �"b $ a_ 1 -11 a a• F- i k iYP}a$ fi► #} a k elk -flitPga}s pptak�Es$B�}ad ' F§�k ar=�k'¢aiik$t; . 3 kd $gEi 9 }_ 4- i�-• H y€ % aik $ k_ 5 rR ek}eb- er s` a ajCE a }e it _� j ea e yy sa8 si _} a qqyy g_y. e e s c$fi BS i gcP pl$ "{aFR as�iaga jkR d 8 k } }-ei o ff a Ill -if 'Bbfi a�'t a -d`;I _k e$ "} a 9 $P .j •Ijks i$" $ n.a;$dab r" l_E ## e d• a a s gsi�i��e= $$}kiEt - =a3 Ho �$ j� a {{a_ $Ea a x. z I - e a a i�� �e e y_ k k — ____ i$$ sia$$�i6g $ =Fdfi k1= }$ass HIP r } 53r, I- $ -s;.�F d a i k 5ikji _g} }:$1-. ksB FgeBi-k beeg}g- t - irI�,a$ lta. - a�-} s k e e ii 6- s I_ M €: -B} i 8 8• $¢¢a}-.a� a $ = a x�i - }55a'_1 k • 41 °$ �B} fi-isd�-�-$$gykikd=ii�a fill," ..'asE-k $b nha€ck3- $a N : $ s EH -a t—. 111a 11 a_®4�_e.akd }$} }� a ba- E t a1i -' 8c5yR.d• 9 Qa E'- "!} iS EErd ;- $ e -.fi Pi b ai k=g_ agi c I. $ss}ckpF$ki i= s9i•P! a sa TTEii i a i-Ea ]} a; i#_- g as $.y afl- k !$- e- ga _ sbh}r ya}B i- p }--pa fik_=k}-gg-$a afi}a €-Yg ; sgda$ d a= fi - =. a-BaI� 8° } E 'Ej IE $ sell is £ }i� Uo -; •11 12 ito IN = s `�tlsi R $ � isE$ -g `k i$ s a s �gs-y#}.BES f ski P i-}so a€ .3j -ioE} $ � aj } r �i$�r` s $g a k xa; i�� $ fig} t_ka- aaa - i 8_} a }„s WIN !t `bk .8 g} � � F b` $ s$ d s Eba' E 1E a. }a- $k Ea a c 's }.a e °- ��« -i�}gig}}}�" k il�e a k_E}_f $j 88, }- R.. k--1_a iskkis Fs i -fi 8 E-i a a sP.g. ! i i-e sE k a° i''ja 'cka a :i8 atat it M11.11i ll g k I x WI!w+ : t -' sa MA06 —4P W INN 01% /a u°la uN f ��A pp np �oY q�y D1scur tra gn0 It Ory TOOT. 1�±41V' 1 S��'4r• T [ !Y_ }lIi Von�'byl ofgQr_rrwwi_r_ . GATO "Las j ENOW Flow I�poets Is- aim SECTION A -A Galv. Hlrge lolnt Knot woven mesh Top at (12.5 0a. YIM1I rephires O minlmua F.rae M29.12 Irehe. GPM I ns all 10rTd local wirys soused at a sak. 12 Inches apart. Hinge Joint Knot Woven Mesh (Option) 1 CoRaaf the old• of successive rot MaraveswM lost* or rot I a aln. of s these with hop rings. tad telly. Welded wire span (11.11.11.1 with-. bvMax.wh Y h p�1. IiSw Dow l� r GENERAL MUTES 1 Sham henan re suggestions Only and may be mddified by the Engineer. PLAN s w wa Sediment Control Fame --<— A Mdiwant Pont Imoe. rem be constructed ner the dc,eeine• Prlarfer of a disturbed area alaq a cantor fo irlfsroopt Sedlsellt from overlord ru Off. A 2 "r eiarr fngwrny may be used 40 calculate the floe raft to be filtered. 3edlmrit control Ease should bp2e sized to ft Itr a nano flow mm ouplh raft of lac OPN M. eedlsent control to Is not reoonwded to oonfrol aroslon Ira• a dratlage area to than 2 Oores. *test or wad poorswced at O' to 11•. I Dent* shot be 3• ern. Ala or hodndl VW, 1 last* &hall have a elnn, woes section .at 1.3• R 1.151. Faston laprto th top *Mod a wire by hlcg r^u1^wwg..e D�Aar and at a ammo Spacing of 13•. i Attach 1e win mash a foorto an era Dart* uing evenly esa0ea staples far modrh Deste for T-CI a or serf 2',� vertical w.—, far etsel oaf*}. r I �tl .Phase s• to V of fabric, coWn.t the fresh .id. and aoprros. C across trash boltow InwNres' Alnation. %nMum ir.nah *Is IF eghae. BakflI I and Hand tap. TEMPORARY SEDIMENT CONTROL FENCE v �I. ) a 1 N. PROFILE VIEW A Bated NO Instal lotion say be oansirhrded near th s dawlrsom prtm~ of a disturbed area aloft a 00. QfA to ll.raspt seater. fro• overland rheaff. AAutwe yfshre .two fragron ay w rl rte .�Thedillnstal iatlon s Iuld be sized to flltr a Oum[1aq flea tiro rateof e Of11IP're o roes ssotlsral red. Baled hay say be used at the tail losing I000tlww 1. 111ere the nswff am oadtgng the baled now flays over disturbed .old. far IOU thdn 100'. it the slap* of the disturbed ball ellaseds 1011, the laglh of elope upe'tI'•a tie baled hoW should to lop shah e0'. Z. V thew Instal l�hwl Id. be required 3. .her* the contributing drainage also Is Ise. "Ion )r&' awe. For Baled (le. Installations In cal t dudes, the additional fol losing aareldw atIons. pplye 1. the Allah &Idealepw� .hrrld e. araded as flat as P0051m td emn a Ma drainage flow otb thru the hhy. Z. The Allah should be eroded large sno G h to ow I In the osertapplro drainage den sediment has filled to the tap at tie baled rep. Bates sllquld a rePIaaa hwWr l ly *%y 2' mW orcan 011 Acing yeah "Gather whan lose of structural 1 1@9Ity Is uso.leral SECTION B-B Cif/"' BALED HAY FOR. EROSION CONTROL GENERAL MUTES 1. Hay bats* shot be a elnlollw of 30' In length and weigh a elnlaa of 50 Ibe. 2. Ilgr bales Shot be baud by shirr wire orrVion orpolypropylene string. The bat" shall to oapaed entirely af' va"lal,tvrr watw. 3. Noy boles shop be ecaedaea In how sou t a mlpia n of a' sad huS4 h*e spseslblb the twla. of to bole. 4. Nay bell" Coll be ploo" In a row with ends t{gfttly aouttlN the adjacent bales. Tns bales Shell I be, Placed wlin btrdinge pral gel to the ground. S. Nay bales owl I be securely aWe= In place with %' DIG. rebr or 2• r 2' wood stakes, riven through the bates. Tns first stake oath be angle tom the previously told bale to to the bales togethin. i The Guidelines alman hereon are suggeitlOM only and may oe waffled by the ogtraw. Tam ftarhBd% of TrWA rMdip11 Deep melee d&adrl TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES FENCE k BALED MAY EC (1) -09 I. 3toreerater Pal luticn Fh —tion - Clean Watts' Act Section 402 III. Cultural tiesournes TPDES TIR ISWOW Siarmrater Oleai" Permit or Cawtnrotin General Pam[t rewired for Wirfo T"r Standard Sprlllcdf" In fba-Whlsfandlcmu or ardeYcywafHoate arc Projects with I or core ores dlatrlm.d sot I. Projects oath any disturbed sot I mwt farad d rIg carlahnoXam Npm dfaw y of ardWoomda'Nfada form, arfY root, f1W, pyMy, Is .'act for srostan mat sedimentation In 0000rdaoo With it= See. do.) mm Warp In ill! Ditudfde moo aw W*d fie EJWW lmmadid*. ❑ W Action ttdwtred ® Rewired Action ❑ Me Action Rewired ❑ Ilewlmd Action Action Na. Action ft 1. Prawn siormwty pol lutlon oy Mal I lint aoelon and sedhntatlonto appadmne 1. With WINES Prmft TIP 15MM Z. Cmply rich"SOP ad rwlso W" rleaeawy is must Pul luflan or reWined by L ib Ehplmer. 1 3. Post Cwtruotin' Site Wt/w. Mai with Sm Im lon on a rash s. the sits. apmesible to the OMIo and ICEQj EPA,or mew Impeatera 4. 4. !col Carrtrmlar Project .pmifio loatimw IPSVG) tl.Irdaa dletlrbdd of I area to S caw on ors, WAmit NU to TCEQ one ft* Elinor. S II. Worm In or rwar Straw. Waterbodlq and Wetlands Clow Watt Act Sections 401 0 404 1LSACE Pori AWdrmf for n1llrlp. d W(q. ammffrp or der oat in pry wder beam, rArs. caste. dramm walardp or usr ardat. 7h& CW*Wfa' mod aft to all of Ne Mons old wdpmo osso~ On de ldlcefrg WZ24 A ❑ No permit Rewired ❑ Nationwide Permit 14 - PCN not FAWIM tips than IAQfh as i sofas or rtlade orfeDtedl ❑ Natio vide Parmif 14 - PCN ftwired nJID to Cl/2 core, 1/3 In tidal WWAJ ❑ Individual 404 PaNlt Rewired ❑ DNrr Nctlomllm Pbmtt Dsplirsm Me ing.ired Aotlorw List Webers of the US Pere* QPPI ass 4% IDmtlon In prolsat red Bleak pat 1eslDcernrrf Fr set I— planed to ewllral eralah Adllmllafen WA pelt-profmt-m L L 4. BedYanpallatWadloem &WOO sodla wmido Pad•CalWWAn 7W ❑Tdmawy veptoflon ❑Sit+I— ❑ Vaptatin F1 lt.r Strips ❑ blotwtemattbt ❑ Rook Boom ❑ IAlrtiarlrrlactin Sys! sr ❑Mn ❑Trlagulor Fitter alb ❑frisnded atwtim Bain ❑ $casino ❑ Sand Bon Bare ❑ Constructed Netimd♦ ❑ tetwomta teals ❑ 61rm Bale Bike ❑ 4f Bain ❑piverelon DIM ❑ eve Berea ❑ Frostan Iatrol Commit ❑&oslcn Control pYpost ❑Frwlon Control Cmgpbt ❑ Well Fi tier Dam ad Soma ❑ Wien Filter boa end Soaa ❑ Wlah Filter corm aid Soda, ❑ Cvtpost F1lter Dow and 6oWe ❑ Corpai FI lt.r Barg and SDP!. ❑ Cewast Fl air bwe ad Soar Vapdatin Urea ciided ❑ Sias MI.t SWtsnf Froae ❑ So i Fl i+ r S'Oess 0 Sedlmrn emelm IV. V tgn mseeurose, Prima ie 000 madicam 10 No adwd predtmf. ❑ No Actin /mgllrW ❑ %wired Aotim Wien Na. 1. L L VI. U.—due materials er Cot®imt}an Ise — WOW ICAWO to aNp Wad" Copy with the Hazard Cfmmdosdon AY NO Ada for personnel Who Wn be nnmANt with Admrdmss =Wtds by m &g t slab' ffAW a prior fm bepfrdad mw w m and Raft sorfad mvarm of pMmWd!wads to V- W&-Ap m Ems" Mad/waArs one prmddd vNA paac d prdedhe adp w4wwab for ray f0lall me fltlAflldd mead. QWn Ord balm antiNe Yderfd SafW 0* Shed& fE=;for dlh¢a'da s prodwds amd on rim p'mJed, Whim Alai fndmde. bldare red lfow to me ldlmo*v cllfpafkarPdde, adds. =&Wed. aspWAVACtsdemiodoodNhom lads and mtcfde arty mOmUfds or o*IYAW. PmMe A"WW d doape6 aff bare Wand and edead. for pmdm* ~ mw bm howdow. YaGldn p'adwlf fddmfDrt as n WAAd $' fAs Ad. AtdNaM m adaWde &** of at -aft 6AW n Fpdnm mderids, as Weaned In ft Y5115. m Ne mend d d JOU. tale ad bw to dNO* Me 40 Ildladad In Ne YSD6. In. acamdonoe WNk sure ward p rdJme, and omldd Us Disfac `W1ft dlnaor lwmdlde4'. M Carroda ddtl be respaulble for Us prw m7dnewNad dbmup a, dfavowspole. Ca7dd Its Emmenr Jr dry dr its fdAeing an 4a/mdpdr • Wad or dmfrsmde vooMkin ffkPl WMad as lNr" Tram A%$. &Uaid OMWW bardB. do, • U/dedianb ameba a Odom • ENdmm d Aw*V or mvpdps ar sr4noee Any deer vAUmm fis a ft Womble Averdmd mdermis or oalfamlrtlm dlaarerd an dfa Hdzwdwa Yaaleds or Ilnfmlmat ion boom 4sano to Ne NvJk& ❑ Po A,Dtwn fmwired ❑ Reviled Actin Action Ron 1. L 3. 4. 4. V. hlLtafadand Proposed aThreatendd aYrrddles, Crlttmi Habitat. VIl. otlrr EmIramtcl lse ee ated $psold% Cardldte Spent" .. timiWes rsplanl issues con one Edlads Appian District, eta) ❑ No Actin poured ❑ Rewired Aatlm ❑ No Action Dawirdd Q pawir.d Action Action Ib. Action ltD 1. 1. L L 3. L 4. 4. Two DewfawIf d Traltspartailon Dedpr 0'r 4bi 1f LvV of He Natad 4mdm are abdamdr mom wait In No Impd/de tea, do Ad elkkab spades or Env i ronme0a I Perm i #s, Wd ad oadad fIe Etplfwr Iona 9ft. The kart a10rAd Aabae adAe maid lro0 brldpm and ~ d udww drop raft am w of fro Mds ddepcmhid *ft fin nods. C claw or drkwaa am Issues and Cortm i tmen+s dscared. cmm W" 10 ffm fcrmadad drev, and w4W fie Et~ 1pladmlay. EPIC ' _.� � I, ___.. _. �� r`'--'^1 t-'�1 "`�`�l. r'----tip r.""� ,. r--�—� r-•----1 •`--s-1 of lubbock`4s Advanced Traffic Management System 19th Street - Fiber Optic Cable Project SHEET INDEX CM 00VER QM aEa"NOTESANDQUANTMES M01 Corr M ► AM L01-Lu PLAN uvours Sol-S21 FBHtSCFEiIMM Tw -TD3 rye ra ar�a+oinar ►�s DETAr.S oot rrs wwUM Box o -MA DM Cawurr DErAU M-Dos AERMLPEER SBENAATIONOEMS D0/-D05 ff8HUGCABWTUEfW DOB-W?. gW(14T WI.4-90 DDB '' WO-1)-9B DOD -r1CF"-03 DtO-D21 'Bc (I THRU 12),07 D22-OiV 'ED(1,R3.4.1,&7)-03 D2B -EC(,)-09 on THE STANDARD SHEEM SPEC"" IDENTFEOABOVE WTM(E;BPµormM E UNDER �� IED M To Tws z DARRIASJOW.P.E. DATE CITY OF LUBBOCK oamwo�wo eqa unw"On PLANS PREPARED BY Iimley-Hom and Associates, Inc. 12TD0 ft* 0w" Dr., 8WW 1&00 Fft 1%4*aWn s Dales, TX 7=1 MM 770-UW Number. f - M Else. Shea( Electrical Service DescdpEbn Service Barvlee MaM Two?ols PaneOitl/ Ckeult Branch BranchKVA Service No. (sse ED(4)-03) Condult Conductors CkL Bkr. Contactor LwAcenter No. Ckt. Skr. Ckcu@ Load No. Ste NoJStm PoWAm Amp Radna POWAMps Amps E-ODI LOt ELECSERVTYD(120a40)070(NS)GS(NITP(0) 1IW 3M5 2PJ70 N!A 100 A 1P150 40 4.8 ESTIMATED QUANTITIES ITEM NO. ACTION DESCRIPTION UNIT I QUANTITY 0420 F&I CrL A CONIC'(MMC) CY 1.40 0570' F&1 MOBILIZATION LS 1 0502 F&I BARRICADES, SINS, AND TRAFFIC CONTROL MO 3 0508. F&I SAND SAGSFOR EROSION CONTROL EA 2D 0608: F&I TEMPORARY SEDIMENT CONTROL FENCE LF 682 '0818. F&1 CONDUIT (PVC) (SCHD 40) (2) (TRENCH) LF 135 0618 F&I ICONDUIT (PVC) (SCHD 40) W) (BORE) LF 140 0618 174.1 lCONDUIT (PVC) (SCHD 40) (W) (TRENCH) LF 4.275 0618 F&I ICONDUT (PVC) (SCHD 40) (3-) (BORE) LF 3,230 0618 F&I ICONDUIT (PVC) (SCHD 40) (4") (BORE) LF 490 0618 F&I ICONOW (RM) (2") LF 385 . 0620 F&I JELECTRIC CONDUCTOR (NO.8) INSULATED (TRACE) LF 10,450 082D F&I JELFCTRICCONDUCTOR (NO.8) INSULATED (GRND) LF 230 0620 F&I JELECIRIC' CONDUCTOR (NO.8) INSULATED LF 460 0624 F&I GROUND BOXTY D WITH APRON EA 33 0824 F&1 GROUND BQXTY 1 EA 5 0024 F&I GROUND BOXTY 1 WITH APRON EA 11 0828 F&I EL.EC SERV TY D (120F240) 070 (NS) QS (N) TP (0) EA 1 L001 F&I FIBER OPTIC CABLE (SM) (12 FIBER) LF 8,540 L ODI F&1 FIBER OPTIC CABLE (SM) (12 FBEM(AERLA4 LF 3,055 LOD1 F&I. FIBER OPTIC CABLE (SM) (35 FIBER) LF 8,190 LOD1 F&1 IFIBER OPTIC CABLE ($M) (36 FBER) (AERIAL) LF 22,750 LODI F&1 IFIBER OPTIC SPLICE ENCLOSURE Fly 17 L001 F&I FIBER OPTIC PATCH PANEL (12-PORT) EA 20 L001 F&I FIBER OPTIC PATCH PANEL 06*ORT) EA 2 8388 1 CONDUIT (PREPARE) LF 5,255 83M 1 GROUND BOX (PREPARE) EA 25 L.002 F&I CAT 6E ETHERNET CABLE LF 65 0003 F&I ITS HUB CABINET EA 2 1-4d - rUKryNM AFW IryA'.IALL: I- INJ JALL GENERAL NOTES: U ~ 1)) CONTRACTOR SHAREFER TO THE GENERAL NOTESAND SPECIRICAMOM SHALL REFER IN THE BID DOCUMENTS FORADDRIONAL PROJECT REQUIREMENTS. FIBER OPTIC CABLE PLANS DO.NOT SHOW EXISTING UrI TTIES THAT BEINCLOSEPROXIMI"TYTOCONBTRUCTIONAREA. THE CONTRACTOR SHALL USE CAUTION WHEN WORIONG AROUND EXISTING UTILME8TOAVOID DAMAGEAND OR INTERRUPTION OF SERVICE ALL SMITING UTILITIES DAMAGEDASA RESULT OF CC )ISIRUCTION S)Wl � ERFDAND OR RFPLACEDATTHE CONTRACTORS SOLE �y r ry ALLAEtIAL RBEi OPfIC CABLE INSTALLATION SHALLHWEA INNUM VERTICAL GROUND CLEARANCE OF 18 FEET. ADDITIONALLY, ALLAERIAL FIBER OPTIC CABLE INSTALLATION SHALL HAVE A MINIMUM 40 INCHES FROM ANY NEUTRAL POWER UNE ;C�LEpAORgATNpC�E.OF AREAS WHEREAS ILL FG COPPER �IBFR OOPPTIC CABLLEISTOOBBE USEED. INAREIN �AS E WHERETHE EXIST" MESSENGER CABLE MEETS CLEARANCE REQUIREMENTSANDISDEEMED INACCEPfABLECONDITION BYTHE ' CRY OF LUBBOCK, THE COPPER CABLE CAN BE REMOVEDAND SALVAGED AND THE EbSF1NCi M638ENGEi CABLE CAN BE USED FOR INSTALLATION OF THE PROPOSED FIBER OPTIC CABLE F{RACTORTOUSEAPPROPRIAIEEROSIONCONTROLMEASURE3 OISTURBMGANYSOIL REFER 70DETAISINCLUDED INTHIS PLAN SETFORAMMONALINFORMPLMON.ALLAREASWHERESOLLHAB BEEN DISTURBED ARE70 BE RE -VEGETATED WITH IDENTICAL OR SIMILAR PLANISAFTER CONSTRUCTION HAS BM1 COMPLETED. g� CONTRWT RTO USE CARE WHEN INSTALLING OR CONSTRUCTING NEAR EXISTING INFRASTRUCTURE. ANY EXISTING INFRASTRUCTURE DAMAGED AS A RESULT OPCONSTRUCTION MUST BE REPAIRED OR REPLACED IMME IATELYATCONTRACTORS,EXPENSE. SHOYM IN THE Qph� MAS�.HIGHER OR LOWER THANOSE C) y (6 o L (%� ~ +r W c C G (D �C C Q � `� N r m E 7 0 uve om"m MAWR oeoKM me paka: au�nooe eeo Q01 o r` A �I N N AVENUE L v - - `m _ � N W -r!jXAS /kVE BUDDY HOLLY 37 r a A I.I AVENUE A fi ` z7 s r N r fv r Gi N.. UNIVERSITY AVE. m a_ '� z z 1 m 0 0 n m s 0 r. I r. It 'IT' wmzmummm 7-7 ci MATCHLINE.- SEE SHEET L01 0 DARIN J. WORK i I00266 CorMUrr AKIx CABLE rHART W rr, WRE ME AID TYr* �- ITm1 EaD ITEM LM Z no CABLE �EC LENGTH . RUN8TATU3 at OF RUN RUN NO 12 FOC .30 FOC Q EEn INSULRACE SM S)tA (TRACE) 7m t AQiG7 {.15 70 PIM iA i ^� VFX 1A P41a IA 1 O6 FWM 110QG7 h 7 ROpIIB 4%5 C � FQfAL L G RUM rmTUE E�EMErM1. YNRTIIi, A-MMtkk, iYk• NC4/C*LWMLF NO'121M' OF JE+Y.L =$LE Q/CK MR. RUN MP NAS ALLM W4*UDMWTOrF4 y :� F®E 0LwahfyFmzlsm WE •C*"rrJNVCAur LERRM PIEPREODGE FETAL LBKrFH JWMM C3NOURAND CPMX MW EPFl A=)a9 UULTMX SEEPS .. O il) Alm Now-' Q m G Y.. _ O __ oo�1mP� DAGNIR alone DlRNN wwNu onrxmn - --- L02 601 _ i �� T •l -J ;'o`i! � J'�4,f1:� � = - _ ': _ �.:.. � '�� =.•r3?�^.{:I1C7-f� � � r�i577.�1;',a��:F'� _ COOr¢Ino tYlvlq 19N'W '�10169aft.f. 0 wJJbz .i: - .1 � k�k3dT114.- 3 p1 Q. Yi'h�a _'.ti3^4vfiriF:•:liiii:.;i!.��9�: =r 3� o CD = n. m c� p n .0 3 in m a,a�r,. ay axv�rao mmnA n�-1mwue�rixanroX+4P'K�TBfr+W+iyrlw'7- � = o�r O i�'tiOB = ro.9lw��-+�3n�-�r.rrn�4auarxa�ue«x�ui �i 99Z001 jµHb018 Omm Y� ei Y, I VI 3 mnw .vm an 5 KLowe aoier t o a+rtw ruo�r oa'o Vmn r-- 1 wm W3m IMW211 a..++ t� 7iw5n L1i�H3�HY7�kFL . . MATCHUNE . SEE SHEET L05 a EU wm PtE OF A10626A J.WK Wc Mv w w n 2 's U ps r--1 U m �+ ciciie a=dam„-rrwrLLwMJN4+Wl►r i+'A�# warayrkgreppWgsx�Fire��e�.ittcwi i+ N awtmrr.o� co m�vxnr.xi �aM xenuonF,arv�ctr���m�¢anrrwo .4 a �r.ew►�aF,o.aww Ka+.tir� J- O U E �T - .� +�wdly uwo ammo ; ► S, , i oa4m®o Daum 1#tl1kG1 070tf900 rA L04 -„ tt�t�l�Mro twr� ttttttttt� ttttttttt� o r}>��rt•Qir��.� :�ttttttttt�ttttttttt���rr�.'� J _ elf. 1��r -DARIN J. JORrc.� 1002666 R$ J S w W W W W n— T 07 Z ~ Z Uaa 1 0 amrill no CABLE cNNr, N to J C O MATGHUNE - SEE SHEET LM @ No7E SEE W, FOR QMM BOX DETALS E L 0 t0 a c E - o U o� mean earn �., Or—MMW eaun tCMkGi Cmfl9Cf — —._'Ll LVJ - m � ����s�ea■�aal■ .., IR����■�r�iiiii� Ea�:� t r'---" /-�'� r`-1 ^^^f r---v MATCHUNE - SEE SHEET L05 9 , - - TT a� T �pv►e DARIN J. WORK S tu 1 100266 {��� _ °,g `. w ssi J u1 z" bo r-r+ r NIUM Sly SHMT W FOR QRO M Sox MALLS V c c Q3 T -a /}E E \� U DAN^ �LO6 coP+nelrr ,wa c/LLE cHrar � a= Apo TYFE REM sts r 1 � RE3i'�4 REM LO01. 1'NN ND STAM ! aEc � � COIIDN � r.woTx ' !S FOC OF MM AI91 NQ ODI�'i eo�nr G'�iA Y:J-I)i1� oaor - it �s���, c�rnr MJCj nzra 11 FOC iTn DARIN J. BIOR K 100266 LLJ ui aA- w Q T 2 LLI Lu z 3 R. NOTE: SEE SHEET D01 FOR GROUND BOX DETAILS CONDUMAND CABLE CHART VMSMMDTyft ff= M ffEM LM CONDLFT CABLE aim LENGTH 7 RUN NO CON 12 For STATUS STATUS W.DR 36 POC OF RUN RUN NO a) am am (FEM) MUL (TRAM . . . . . . . . . . ...... RUM E 1 45 ROM DAM VAWH2 E 1 15 lwlw DaRawn DAUM NVA I cr OPANPk IQT- Irl, Magma I 9� RUN STATUll E-EXgTM f-IMSTALL 4.AERtAL NA- NOTAPPMABLS "UDED IN TOTAL FAIER QUAMTM OF CABLE SLAAK IN GM701 AND G"702 HAS BEEN W KKAW0. SM 37-7: FOR 12 'CONDUrrANDC— LENGTH ROWSEM TOTAL LENGTH OF RUN CONOUMANDCAaLEMAY OMDACROSS MILTWILESHEETS L07 NOTE MATCHLNE - SEE SHEET L04 MATCHUNE - SEE SHEET L09 � Advanced Traffic Management System j/� Lubbock T lgrnl ""orn oW w, Inc 19th Street�&�^ ^M ^. TEXAS Communications Layout �°':; MATCHLINE - SEE SHEET LAB MATCHLINE -SEE SHEET L11 Advanced Traffic ova ❑=� Management System At _ r If2bb`�ock T "-Hom and k9odates, Im. 19th Street m TEXAS x A S ` Ddb%Tx Tsai lms Ml= K.,b.r. r.m Communications Layout o;� , OLI = tiSIf.ey4u j7 _'� _ Y 1w wnva eaDw C7Lama4: -n IUICNOO __ +x r .t, 3 aod me 3toN �► Crt � 60'I 133HS 33S - 3NnROX IW swim xoe ow>c>t wa �3Ns O c=n � CA ® 0 � 3 go a, 'rr 99zooll MOPS f N12f00 an, do aPL � 31d1'667 11 QHDm AVII � 6HV,1� ,tlW d0 NIf7oH„ap1811f9�, wmai 31B1C1 BM!lC�. �sr�ndavlon-vH-m�v-v'rnaea-� •ow�-3=srumsw� x { I VM t� one ,a o�,l � 1 � one ao :� � eruv,s �' �� � anevis or on, HyyB� 90'® 3W� 1@70� IONDJ lA1tlOD wmN3L cesc�u 8v,+� 3dA1 ON1/31S 3tlEM ,WVH�a'19g9@Itl1H101W� 11 ECl OF >r r J DARIN J. BJORK j _0 100266 j��Q aW4 Igy�J � `i W r iR W JJ a•- 4� /r. Z ` Z ^ " U _ U �� 1' co U � o � m c }— C O a mC G U C Co. E, 2 r w r4 y tdy.5,=«G' y n,ri �sa+a� o.ame - Cxa. ; ii w mom Imr r =ems L11 GOl�Llf AND CABLE CHART HARE Slh' AND TYP2 � � c� {TAM rtee exo MIA LooA OF�RRUNt0sl ¢�*1 � 13 F]-MFOC sr lfoz LA tes R1ta�z mtos LA , ,ao axw LA in m1w R7105 f,A ilo R1105 R1100 LAA i Rt1 RIi 4A t IN— R11W 777 MATCHUNE - SEE SHEEP L13 • �t Its OF rq�E J DdRiN J. BJORK � 100266 cgs IL =a ! s pi 67v v rt. a.- 1 z r z Q to rxr�ouITwMo tae��iwrr E ,�, ITIMM ITEM LM !+ CA. ux team .P.M.CA. CONOR ,:sac Ysoe as MASTATUS U10.°) UOSUL am SY own CrRACQ Alm @ J4 81 q .0 t 1 Q ca E l P 5 III Milt 9I111W�l� G oq RRM IIRII 46elm .mr — � p! tam &tVW 8-E11rrPM w lK'GILLA.mWLv,ftw ggkcwlr yl�sQ�nyyr�.s.s��11�1wii101EClWYOFiCM Q+mtc CA" a� qx 4 �r�'�'� •:.�vur+oc�! 1J�hfid"11�IItl1�l/rYh101q#1 OpOtRneID ,a.t V�14c� +o16ii �11}iL! i!!m P4 tOHl�1: ri/ifJ67 L12 CSE y�yy55 S� OAF'''' r7+� DARTN J. WORK w� 10fl266 �o a� u, W .S U.. A. HE MATCHUNE - SEE SHEET L12 NOTE: 5EE �r DDi FOR GROUND BOX DETAILS co [�tlm DAYI3 .1.. �mll- ti7' }TT { "' �£ "L713 C07tDURAND CABLE CHART YYIRE &>gLt�'TYP2 RUN IID �� �A1U� ' ITEM 818 ITEM 820 CABLE B.EC BTATUB �! INeUL RRAc4 REM LODY LeRi7H �� RUN NQ � cDRDF Is�wl R'y RRBlf:l9 caF®T (��b1 (1') RRSYc10 I.F.� BFDC R18Di WA i 901 1 I Y Y 77b 730s 1 t 1 i 1 16 R1706 WA t 16' RUNSTAIUS fi-006TpQ 1•NSTALI,MA�AML,NMNOTAPpIICrRIE N07E t0D'OFCABIEtiI/,CKMO&W0/ NtiBefiHY WCLUDED DI TOfi1 FIBER d1gI11IYfLR 118lt 'CONDURAIJOC/&.ELEN6IR REPREeEMBTOTAI LENGIIY OFRUN. CDNDURAND CABLE IMVIXIfTIDAtYi066 WLTIPLElgiEE7S MATCHUNE - SEE SHEET L25 ffi �a N. ** J $ CIkRIN J. WORK 0026w 6 m W W 1 w W o' g 2 aa� i` prbdr- 1� G (� YN 9+ ME tomCIO — "No IIATII J I c m -o CO)cc '"D � C ���}Y'G��+y�va,,.cn. Q (6 G I�,i '} ^�')�+dJ"ice' (� ��h �SS{i441 } 4 P� � i � -•--'- F{fiw`+=,'-tCfy.4�fClllR��[{��C#il' 'd { o:r.�< DAnw f l�w6�E�1Il C.b,1`-�; ¢ �vnz■-dClnS rwlfw.�+.ia��v.�rwn�l x�le ae.en I Al. �� 11� }7ia P��I-. I'.��! h:�&�61P/t'1t�i�.RId1111W{I+5i4�1��%iIFUL�A7�IL � Plaf� CO( 71 I'4 .. .�. i_5 -'fj �l�, cvov„roarLew�nrET1�8?'I1795y.�YQraCOtlDIMfwID I r=a gal ,• OF, NY, ao �— * FIN A J � �OARIN J. BJORK j ru y�j SI 266-x G�4� co m W w T rn -i z um z U� LIM v � � u E r-• J L .D C 0 jim •� { 611111 r43�4 fi�~' iI ..SYI -I.k1 IOY.ImJ Witl�O ry2.�q�[jJ Lo IIIIIIIIIIIIIIIIIESSM ���ii�nnni gIIIRIIRdIIlAl01 AIIIIIIIUAIIIIIIAI IIIAIIUTAAAINIAI "�III�IIIl�IRI�I�I�IIYI INbIIII��I�IIIINI�� Advanced Traffic a **� Management System Z : ❑ lubbock �''�''""', 19th StreetTEXAS�^�-• �• TOE Dwkft!wyx �mm PM?M= Mumr, r-IN Communications Layout hk* MAt HuNE.aEE SHEET L20 )� 42§!a2 � | |§ !a�«, ■ ! !! |k Ik , § § § � - §--� .� . ■§ § % ) ■�■■■Z■" ��| oila MATCHUNE.SEE SHEET L22 Advanced Traffic Management Sys 8nl |® ��p"�#I■ 19thSyee I�N�O�AS Communicationsu Layo !■||| \� { MATCHUNE - SEE SHEET L21 OR� IIII I I1 It: MATCHUNE - SEE SHEET L23 Advanced Traffic Management System r R 'a9�°ay ❑tea 9 cny of 8 T Wnley-Hom 9nd Associates, Inc. lubbock 19U M 1 Street TEXAS �q�Gy ono,nc 7W MM.= *~, P.08 Communications Layout111110 _ 1611sS7q�t I { �F 5 k '11n�RRrj[[ II'Jlil � Lr-i 1�4 }i4�GfFai� - I ` �i� XR`J 1 II ii�5�•l51 V� l 1411� i+R �Jr ti §§§§§§RIS § § »> » T $& ,till ` � § &�i§■�2§ �!■ a � ■/ mq - -- �---------,-:---- �§ §7)1K29 �� §� am &k2 $ - ■� § a � o ) ƒ■■#�§�;§q a§s,■■;ae■a■B � §2 §§2§§§§§§§§ § B e§e§ § § § Advanced Traffic Management System � d$o 19h$re I �C� Rxq 12MMn mml■ mm and Associates, Im. � � VM7M, � ' Communications Layoff —e�,t. 10.1 xa Imo %MTN asao tm%w Vigo= CNN= Ow 0 0 3 CL < .1. a -L co "m mr 3 Cj) CD CL 0 q CD Cn CD 3 yif 04 z a gn� T C: PTA 11 WL w .9L tA w 99?OOL M"G 'r NIWO do. ahLM k May" w mwtmbqwu ON Whi UMA Nm ho 6 7oiof Ow n x"NOWO sluvis L�-1 LONO2 aftLvls no 'fflsm *=. 44,nm L"I" Dam JOPM lffm*M LOOT --7-NRJJ am kqgjj -MM EW XK 4wm A i MATCHUNE -.SEE SHEET L25 MATCHUNE r SEE SHEET L27 Advanced Traffic Management System 9�� ❑ ®fg m `W°C*dD T aW AssDUa, Inc. ck °ft°° ^-•19th Street TEXAS pmnoUN - , -- F �Jfjjj Communications Layout" LZl M I'wa AULWIV VPW T ftm 07 wkk km nb N +mrdDK3am 3wo JOB Z RhW �. o*mpp"&TMIbLa o&Wz*m,S'r -44 W2100h MLUM$d W FM 3Y'J A-d"' ate, aa#IG wave , vva 3 :3 n c 2 co m 3 :3 CD (D �- o �' _CD CDC -� ,C 4WOFTM. CD n 0 4 T m z m m mGo co �n .fl DOI co110 Mora -r Nlavab ..., O g �r rsl•�e��ll��!•��s��l�a A ■:'F'�Is��Qerr�std• �������� ��ai�tAaot���alaf� s4��aaso�■ �o�rr��erre�yr� MATCHUN .SEE SHEET L27 «|| ||§k I IT |§ |§§r§ || l- out- MATCHNE-SEE SEETL29 Advanced Traffic % Management System IN " ��^$ sebI�/ 42!1§th Street TEXAS % ■dam#I, |■� || Communications Layoff A ; III NO" MATCHUNE - SEE SHEET L28 g� Q ]sill pOj H I10 8 MATCHUNE - SEE SHEET LSO Advanced TrafficoV Management System �' 4 _ ��❑ CD Lubbock '°""aW ''ee,'m. 19th Street TEXAS o.IW7X7a= OMM43M bl" F-xn Communications Layout ocl l aw3b nr4�.i>s�iu�+ a�anQvsa x.��o.n�„r-0:aa?r�w�.n�+vrav+.u�ra- & RL 'IM M: kUd .4111th11¢ It39lw1Cc ISy �T rFll iLLJCS ,i -.. l -"CN%M xv W"Wo wAM vaumm O 3 !I �a fl. O N N 90 c rt 3 4ft C 0q s m T rn m 99i001 HaOre r rliavo j —1 ¢ i ra 0 N�¢iFIF68 GN EECICYJ Off'AMk'+L'Ld7Fi6 M 115N! !104] �fl �i -SL'a� -r -I 1PL-3 4 i r FLLVI + "I. N8 aNww �. r�� � :xia I tuOei — tom wazt aslr� xa srtirAs iiert ,»ro � +uva Li111RA AON00 irWru wxw !!mn] aom xiti m5 LL 1n O F- EXISTING TRAFFIC SIGNAL CABINET 19TH ST.. AT MEMPHIS AVE. TRAFFIC CONTROLLER CONTRACTOR INST CAT 5E CAT 3E (FUTURE PROJECT) FIBERS 1-12(TUBE 1) FIBERS 13-24(TUBE 2) 1t1 FIBERS 25-36(TUBE 3) FIBERS 37-48(TUBE 4) J FIBERS 49-GO(TUBE 5) FIBERS 61-72(TUBE 6) FIBERS 73-84(TUBE 7) Q FIBERS 85-96(TUBE 8) 96 SM CABLE SOUTH PROPOSED FIBER HUB CABINET 19TH ST. AT MEMPHIS AVE. ETHERNET $ SWITCH (-01 2 07 0113 O 19 023 031 3 06 & 01� Ots 020 021 026 021 032 033 s 010 011 016 01T 0Y2 s3 O 026 02Y 03. 03S S 012 016 024 030 036 TYPE 1 GROUND BOX GB-0103 NOTE: 1. SEE SHEET T01 FOR FIBER TERMINATION INFORMATION. 2. CITY OF LUBBOCK TO PROVIDE AND INSTALL ETHERNET SWITCH. 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 4. CONTRACTOR TO INSTALL 36-PORT FIBER PATCH PANEL AND FOLLOW SHEET T01 FOR TERMINATION INFORMATION. 5. 36 SM ARTERIAL CABLE TO BE PATCHED TO MODULE i ONLY'OF FIBER PATCH PANEL AS FOLLOWS: FIBER 1 — PORT 1 FBER 2 PORT 2 FIBER 3 — PORT 3 FIBER 5 — PORT 5 FIBER 6 — PORT 6 FIBER 7 — PORT 7 0 FIBEER 9 — PORT 9 FIBER 10 — PORT 10 FIBER 11 - PORT 11 FIBER 12 — PORT 12 FIBERS 13 — 36 — UNTERM. tr. 1 36 SM CABLE (19TH ST. SYSTEM) -.10 IERS 1-12(TUBE 1) E v .(D WE N I-N V m IERS 13-24 (TUBE 2) Z p.-i D = IERS 25-36(TUBE 3) Lo D.� (FUTURE PROJECT) D -I E .0 v rn IERS 1-12(TUBE.1) C L- IERS 13-24(TUBE 2) Z c - I m a > C r tL IERS 25-36 (TUBE 3) ERS 37-48(TUBE 4) ERS 49-60(TUBE 5) m ERS 61-72 (TUBE 6) age ERS 73-84(TUBE 7) .. -Cmam nslsx ERS 85-96(TUBE 8) cRmft *AMR 96 SM CABLE m BACKBONE RING .� NORTH S01 NOTE: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 5 AND 6 NORTH AND SOUTH ON THE 12 SM DROP .CABLE UP TEXAS TECH PKWY. REMAINING DROP CABLE FIBERS 5-12 LEFT UNTERMINATED IN THE SPLICE CASE. 4. 12 SM DROP CABLE TO BE SPLICED TO THE 12 SM DROP CABLE UP INDIANA AS FOLLOWS: 12 FIBER 1 - 36 FIBER 1N 12 FIBER 2 - 36 FIBER 2N 12 FIBER 3 - 36 FIBER 2S 12 FIBER 4 - 36 FIBER 1S 12 FIBERS 5-12 - UNTERMINATED 12 SM FIBER 3N SPLICED TO 36 SM 5W 12 SM FIBER 4N SPLICED TO 36 SM 6W w �a =(nn I-= FIBERS 1-1'g FIBERS 13-2 0_ FIBERS 25-3E �m O W F-� .36 SM CABLE a ARTERIAL CABLE WEST TO TEXAS TECH PKWY AT INDIANA AVE. O N z 00 °x =�D r 0° mr, m 0-0 xm G') m 1 G') Lnn O oc N z 0 O N AERIAL SPLICE CASE AT ALLEY SEE NOTE 4. CABLE # ON 12 SM CABLE UP TEXAS TECH PKWY EXISTING TRAFFIC SIGNAL CABINET 19TH ST. AT INDIANA AVE. I wl- CONTROLLER � �� .;Z SWITCH FO JUMPM 1 2 111100 1 2 3 4 5 6 000000 7 .8 9 101112 12 �\ DROP CABLE 12 SM FIBER 1N SPLICED TO 36 SM 5E 12 SM FIBER. 2N SPLICED TO 36 SM 6E 36 SM CABLE ARTERIAL CABLE EAST V tO (� N � co N LD D E i�++ O ; 07 z —I m• S02 rr. 1 V t N V (D LL NOTE:, 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 5 AND 6 WEST AND EAST ON THE 36 SM ARTERIAL CABLE. REMAINING DROP CABLE'FIBERS 5-12 LEFT UNTERMINATED IN THE SPLICE CASE.. c 0 xm C) -- 1 G7 00 0 C N Z 0 12. SM FIBER 1N SPLICED TO 36 SM 5W 12 SM FIBER.2N SPLICED TO 36 SM 6W Lv 7 V) FIBERS 1-1� Q FIBERS 13-2 F-Q FIBERS 25-31 �p Z_ F- 36 SM CABLE F- ARTERIAL CABLE WEST � N 0 0 °r. 1Dn x�n r� rnr m AERIAL SPLICE CASE IN ALLEY CABLE # ON 36 SM ARTERIAL CABLE ALONG 19TH ST. EXISTING TRAFFIC SIGNAL CABINET 19TH ST. AT FLINT AVE. TRAFFIC 125JETHESWIRNECHTI'l Tg 1 2, 111 00 1 2 3 4 5 6 000000 7 8 9101112 i 5W E_I_.L � ��111 12 DROP CABLE 12 SM FIBER.3N SPLICED T0.36 SM 6E 12 SM FIBER 4N 'SPL.ICED TO 36 SM 5E 36 SM CABLE ARTERIAL CABLE EAST .1 c) E E .c caQ c o ;� Q co 0= Z. one N °"'M m aw®u S03 U co E 0) U rn L J� LL NOTE: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-A,PC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND 'TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 5 AND 6 WEST AND EAST ON THE 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-12 LEFT UNTERMINATED IN THE SPLICE CASE., C� M t C7 �m oc wz 0 12 SM FIBER 1N SPLI.CED TO 36 SM 5W 12 SM FIBER 2N SPLICED TO 36 SM 6W W na FIBERS 1-15 = _ Z _ __ _� FIBERS 13-2 — J FIBERS 25-31 LL O 36 SM CABLE ARTERIAL CABLE a WEST � N 0O0r. =caa rm rr 9 m AERIAL SPLICE CASE IN ALLEY CABLE # ON 36 SM ARTERIAL CABLE ALONG 19TH ST. EXISTING TRAFFIC SIGNAL CABINET ' 19TH ST. AT BOSTON AVE. TRAFFIC CONTROLLER dl ME o ,...a f�QihP .4� " ESWITCHT 8 y FO J"ERS ��.DARIN J. BJORK i 1 2 1 1/ )_'_Mr". %_v7 W 1 111 00 1 2 3 4 5 6 000000 4 8 9101112 5W i E "TITIT TITTIT 12 SM DROP CABLE 12 SM FIBER 3N SPLICED TO 36 SM 6E 12 SM FIBER 4N SPLICED TO 36 SM 5E 36 SM CABLE ARTERIAL CABLE EAST U� a0 V D V E F- m >a N E 03 6 co > = �O m N U- (A —<� ape arena o omwn a. y' aHEMM ON m Mum SO4 1n x f— d'1 O NOTE: TO UNIVERSITY AT 15TH AVE. ST. m -n m 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL m 2070 CONTROLLER AND ETHERNET SWITCH. �W m m U) (A N 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH m m N N -• SC-APC CONNECTORS AND LEAVE COILED FOR �cn v' CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 0 n m (A b N r 3. CONTRACTOR TO INSTALL 12-PORT FIBER = C., a =i c c PATCH PANEL AND TERMINATE ALL 12 n r W m m FIBERS OF THE 12 SM DROP CABLE, rn m CONTRACTOR TO SPLICE DROP CABLE FIBERS m w N — y 1-4 TO FIBERS 3 AND 4 NORTH AND SOUTH ON THE 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-12 LEFT UNTERMINATED IN THE SPLICE CASE., 4. 12 SM .DROP CABLE TO BE SPLICED TO THE 36 SM ARTERIAL CABLE UP UNIVERSITY AS pp-� FOLLOWS: 0-0 x rn 12 FIBER 1 - 36 FIBER 3N G7 12 FIBER 2 - 36 FIBER 4N [ID 12 FIBER 3 - 36 FIBER 4S Q 12 FIBER 4 - 36 FIBER 3S fj XO 12 FIBERS 5-12 - UNTERMINATED Ln O C L Zz n �W m Cyr ='n� 36 SM FIBER 4N SPLICED TO 36 SM 3W m m 36 SM FIBER 3N SPL'ICED TO 36 SM 4W m EXISTING. �'L TRAFFIC SIGNAL CABINET 19TH ST. AT UNIVERSITY AVE. O CONTROLLER E a� ��,���. �"��OF n` b ETHERNET } ' ax 8 SWITCH 8 NOTE4. iar �.-..� y _ DARIN J. 8JQ t� FO aMPFRS CABLE # ON 36 SM ARTERIAL CABLE UP UNIVERSTIY AVE. 1 2 11110070 1 2 3 4 5 688 00000 9 1011.12 ! 3N 4S "TIT ITTITT ' "��' 12 SM DROP CABLE w _ a FIBERS 1-12(TUBE 1)O FIBERS 1-12(TUBE 1) FIBERS 13-24(TUBE 2) FIBERS 13-24(TUBE 2) FIBERS 25-36(TUBE 3) FIBERS 25-36(TUBE 3) ON o(I 36 SM CABLE 36 SM CABLE a ARTERIAL CABLE ARTERIAL CABLE WFCT FAST AERIAL SPLICE CASE AT ALLEY N s _K V " o to 1� CO co o >tm -n1 cc a C tp Q Tl Z = C C r mwft cocaft mxxm S05 ix: 1 V cc N U .Q LL NOTE: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12, FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 1-4 EAST ON.THE.12 SM DROP CABLE TO THE SIGNAL CABINET AT 19TH ST. AT AVENUE T. REMAINING DROP CABLE FIBERS 3-12 LEFT UNTERMINATED IN THE CABINET. CABLE u ON 12 SM DROP CABLE TO SIGNAL AT AVE. T EXISTING TRAFFIC SIGNAL CABINET 19TH ST. AT AVENUE U TRAFFIC CONTROLLER bj z rx—= 1xi � m ETHERNET 11 "" SWITCH . TK 1 2 All-00 1 2 3 4 5 6 000000 7 8 9101112 12 DROP CABLE TYPE .D GROUND BOX GB-1903 -12(TUBE 1) 12 SM DROP FROM SIGNAL CABINET AT 19TH AT AVE. T 00266 o V Z11O a� � � v co E > .c v- cn a� 10 .Q n < r- ii m� Z = C M N „ �' o,e�xra wa.w a,ra� ,tac S06 NOTE. 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO TERMINATE FIBERS 1-6 OF THE 12 SM DROP CABLE FROM THE SIGNAL CABINET AT AVE. U TO MODULE 1 OF THE PATCH PANEL. CONTRACTOR TO TERMINATE FIBERS 1-6 OF THE 12 SM DROP CABLE FROM THE AERIAL SPLICE CASE TO MODULE 2 OF' THE PATHC PANEL. 4. FIBERS 1-4 OF THE 12 SM DROP CABLE FROM MODULE 2 TO BE SPLICED TO FIBERS 1 AND 2 WEST ON THE 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS NOT USED SHALL BE LEFT UNTERMINATED AND COILED IN THE CABINET. CABLE # ON 12 SM DROP CABLE TO SIGNAL AT AVE. U 1-:Z) v)w Z �w a F- a �1. 2 SM DROP DROP CABLE WEST 12 SM FIBER 1 SPLICED TO 36 SM 1W — 12 SM FIBER 2 S'PLICED TO 36 SM 2W W H> Na z FIBERS 1-12(TUBE 1) = I— �tN FIBERS 13-24(TUBE 2) FIBERS 25-36(TUBE 3) Q 36 SM CABLE a BACKBONE RING WEST EXISTING. TRAFFIC SIGNAL CABINET 19TH ST. AT AVENUE T TRAFFIC ETHERNET SWITCH FO 1 1 1 2 YYY41 •• I =0-w wT3WWT�� 1wT TT 1 2wi 4W 12W1 1E- ' 12. SM DROP CABLE. AERIAL SPLICE CASE ON NORTHEAST CORNER CABLE # ON 36 SM ARTERIAL CABLE ALONG 19TH ST. 12 SM FIBER 3 SPLICED TO 36 SM.2E 12 SM FIBER 4 SPL.ICED TO 36 SM 1E 36 SM CABLE BACKBONE RING EAST �o C) � H� 4 N N co D-I p > N C __ C MCA N� owe S07 02 1 0.1 cc E N V N LL NOTE: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 1 AND 2 WEST AND EAST ON THE 36 SM ARTERIAL CABLE ALONG 19TH ST. REMAINING DROP CABLE FIBERS 5-12 LEFT UNTERMINATED IN THE SPLICE CASE. 12 SM FIBER 1 SPLICED TO 36 SM 1W 12 SM FIBER 2 SPLICED TO 36 SM 2W 1- ~ to LEI Z FIBERS 1-1 = F-w JIBERS 13-4 > IBERS 25-3 a 36 SM CABLE BACKBONE RING WEST O O M 1 0 N X 00 O C N Z 0 � N 0 o�� =na rr rn m AERIAL SPLICE CASE IN ALLEY CABLE # ON 36 SM ARTERIAL CABLE ALONG 19TH ST. EXISTING TRAFFIC SIGNAL CABINET 19TH ST. AT AVENUE S TRAFFIC CONTROLLER W vl rx ETHERNET 'm $ SWITCH 8 r" Fo .nxwEas E 1 2 00 1 2 3 4 5 6 000000 7 8 9101112 1W 1 'TITT..LTTIT ri 2WI 1E 12 SM DROP CABLE 12 SM FIBER 3 SPLICED TO 36 SM 2E 12 SM FIBER 4 SPLICED TO 36 SM.1E 36 SM CABLE BACKBONE RING EAST SE 100266 }ei t� 4 V � v f•" (,D N c t O E co > ..0 m� < Lp a M Z 2 C c mLn oaWai�e Baum WK S08 NOTE: EXISTING TRAFFIC SIGNAL CABINET19TH 1. CITY OF TROLLER TO PROVIDE AND INSTALL ST. AT AVENUE Q 2070 CONTROLLER AND ETHERNET SWITCH, 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR OF LUBBOCK TO MAKE FINAL CONNECTIONS. LTRAFFICCITY NTROLLER E dl 3. CONTRACTOR TO INSTALL 12-PORT FIBER '1 © PATCH PANEL AND TERMINATE ALL 12 �I- " t , ff FIBERS OF THE 12 SM DROP CABLE. . Q CONTRACTOR TO SPLICE DROP CABLE. FIBERS •,M�O�1T�Z r "x 1-4 TO FIBERS i AND 2 WEST AND EAST ON COIL 100' OF 12 T'� ETf22* THE 36 SM ARTERIAL CABLE ALONG 19TH ST. REMAINING DROP CABLE FIBERS 5-12 LEFT SM FIBER SLACK 1HERNET ex SWITCH 8 T'�"'""+y9,p�1� r tE UNTERMI►JATED IN THE SPLICE CASE. Fa iuwm / DARE 100266 � 19pt; ail . Fi- f x. CD < 2 xm 100100 0— 0 000000 m0 1 2 3 4 5 6 7 8 9101112Flo �F O O !9 O C Wv 1W2WETMill a� `� 1 ro CABLE x ON 36 SM 12 SM o ARTERIAL CABLE �� DROP E c n ALONG 19TH ST. CABLE v m r R'^� ui r� 12 SM FIBER 1 SPLICED TO 36 SM iW 12 SM FIBER 2 SPLICED TO 36 SPA 2W 12 SM FIBER 3 SPLICED TO 36 SM 2E 12 SM FIBER 4 SPLICED TO 36 SM 1E N co E t co 0 V W �Q > Z FIBERS 1-12(TUBE 1) FIBERS 1-12(TUBE 1) D Q a u- = W FIBERS 13-24(TUBE 2) FIBERS 13-24(TUBE 2) -.-- ^ - Q FIBERS 25-36(TUBE 31 FIBERS 25-36(TUBE 3) C 2 Oa mN mm 36 SM CABLE 36 SM CABLE r� °�""" °"�" DAM* BACKBONE RING BACKBONE RING WEST EAST AERIAL SPLICE CASE IN ALLEY 809 EXISTING TRAFFIC SIGNAL CABINET 19TH ST. AT AVENUE L TRAFFIC VIE ETHERNET SWITCH F0. JUMPERS 1 2 111100 1 2 3 4 5 6 000000 7 8 9101112 WT E "TIT TITTIT i 2WI 1E _ NOTE: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2: CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 1 AND 2 WEST AND EAST ON THE 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-12 LEFT UNTERMINATED IN THE SPLICE CASE. TYPE 1 GROUND BOX GB-2202 CABLE # ON 36 SM CABLE # ON 36 SM 12 SM ARTERIAL CABLE ATEAL AL ONG 19 HABL STE DROP ALONG 19TH ST. CABLE 12 SM FIBER 1 SPLICED TO 36 SM 1W 12 SM FIBER 2 SPLICED TO 36 SM 2W 12 SM FIBER 3 SPLICED TO 36 SM 2E CJ 12 SM FIBER 4 SPLICED TO 36 SM 1E to _ FIBERS 1-12(TUBE 1) w FIBERS 13-24(TUBE 2) > FIBERS 25-36(TUBE .3) - a OF-Q 36 SM CABLE BACKBONE RING WEST AERIAL SPLICE CASE IN ALLEY EXISTING TRAFFIC SIGNAL CABINET 19TH ST.. AT AVENUE K FTRAFIC F NTROLLER ETHERNET SWITCH Fo JUMPERS =00 000000 12 SM DROP CABLE 36 SM CABLE BACKBONE RING EAST —19(TIIR17 11 12 SM FIBER 1 SPLICED TO 36 SM 3W 12 SM FIBER 2 SPLICED TO 36 SM 4W 12 SM FIBER 3 SPLICED TO 36 SM 4E 12 SM FIBER 4 SPLICED TO 36 SM 3E C tl rr, 1 .t- 0 u v U A T co N ca I•- m we aEi v U E co D-I N —10 > C; C LL m� C = m rn DOW= Dawn • oxaw DAMS aaa� lac wuew wmooe ..R S10 F,:may w^—' .�� q.�-*...,� ..;:,::�„� rr—�,..=� ZI EXISTING TRAFFIC SIGNAL CABINET 19TH ST. AT TEXAS AVE. TRAFFIC ETHERNET SWITCH 1 2 Alloo 000000 1 2 3 4 5 6 7 8 9101112 1W NOTE: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 1 AND 2 WEST AND EAST ON THE 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-12 LEFT UNTERMINATED IN THE SPLICE CASE. TYPE 1 GROUND BOX GB-2302 COIL 100' OF 12 SM FIBER SLACK FOR BOTH CABLES CABLE # ON 36 SM (;,\CABLE ON 36 SM 12 SM ARTERIAL CABLE ARTERIAL CABLE ALONG 19TH ST. DROP ALONG 19TH ST. CABLE 12 SM FIBER 1 SPLICED TO 36 SM 1W 12 SM FIBER 2 SPLICED TO 36 SM 2W F- o N Ld EXISTING LA TRAFFIC SIGNAL CABINET ff 19TH ST. AT BUDDY HOLLY if TRAFFIC CONTROLLER g�g` Tx $ ETHERNET L "x •�E OF �TFh ax SWITCH $ nr .'rW11-1"'+.'�9 loom �onniw�n�r �� 12 Sm DROP CABLE .x z FIBERS 1-12(TUBE 1) FIBERS 1-12(TUBE t) F- LU FIBERS 13-24(TUBE 2) FIBERS 13-24(TUBE 2) > FIBERS 25-36(TUBE 3) FIBERS 25-36(TUBE 3) M Q o� F- a 36 SM CABLE 36 SM CABLE BACKBONE RING BACKBONE RING WEST EAST AERIAL SPLICE 12 SM FIBER 3 SPLICED TO 36 SM 2E CASE IN ALLEY 12 SM FIBER 4 SPLICED TO 35 SM 1E .d o E U ,(D C. Cj) Q E a —I (6 —I q > ccr- <� C Q cc m--j z= C m to /z I if. 1 ['WAR*-- �I S» EXISTING TRAFFIC SIGNAL CABINET 19TH ST AT CRICKETS TRAFFIC CONTROLLER FIBER OPTIC -`—?-- CABLE JUMPER ' TO BE INSTALLED BY CONTRACTOR A PART OF THIS i PROJECT CONTROLLER INSTALLED AS PART OF SEPARATE PROJECT 5E CAT 5E'CABLE INSTALLED AS PART OF SEPARATE PROJECT ETHERNET' SWITCH AND FIBER PATCH PANEL INSTALLED AS PART OF SEPERATE PROJECT 0 FIBERS 25-3 FIBERS 37-44 __ FIBERS 49-E 0 ��T FIBERS 61-1 _ - FIBERS 73-1 FIBERS 85-5 96 SM CABLE BACKBONE RING NORTH EXISTING FIBER HUB CABINET 19TH ST AT CRICKETS (INSTALLED DURING AVENUE A PROJECT) NOTE: Rx 1. SEE SHEET T02 FOR FIBER TERMINATION rx TX t _ INFORMATION. Tx ETHERNET J � 1 2. EQUIPMENT AND CABLES SHOWN SCREENED 4 8t SWITCH Rx2 ii, IN GREY WERE INSTALLED DURING A PREVIOUS j 1 _ .w, PROJECT. � 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH �, r —' J " SC-APC CONNECTORS AND LEAVE COILED FOR 5 i L- .RASE _ I m 15' ____ - 1115 W� ; L CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. / 2 3 OT OB 09 �11017 013 014 0150.4 OIB /9'k -021 022OltOtT O�O12 02" TYPE 1 GROUND BOX 19TH ST AT CRICKETS NOTES (CONTINUED): S. 36 SM ARTERIAL CABLE TO BE PATCHED TO FIBER PATCH PANEL FIBER OPTIC AS FOLLOWS: CABLE FIBER 1 - PORT i JUMPERS _ INSTALLED FIBER 3 - PORT 3 AS PART OF FIBER 4 - PORT 4 SEPARATE FIBER 6 - PORT 6 PROJECT' FIBER 7 - PORT 7 FIBER 8 - PORT 8 I ER FIBER 10 - PORT 10 FIBER 11 PORT 11 FIBER 12 - PORT 12 FIBERS 13 - 36 - UNTERM. 36 SM CABLE (19TH ST. SYSTEM) CTQCDC I-10fr1114C IN 96 SM CABLE BACKBONE RING SOUTH _ 0 O 1— Dj O go- E V � � EN T2 fn m 'a c Qa N U_ cm ammo o DAUM awna ow -cm an IMN S12 �--�, P----- .--..--",, r--- ,r '.� --..— �. I"��, — - *77"' NOTE: TO 1 BTH ST. EXISTING E q 1 AT I.NDI'ANA AVE. TRAFFIC SIGNAL CABINET Z 1. CITY OF UIBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. TEXAS TECH PKWY. AT INDIANA AVE. 1 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR ro TRAFFIC , ,� CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. zo C) CONTROLLER -- .o 3. CONTRACTOR TO INSTALL 12-PORT FIBER = p c� PATCH PANEL AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. m W} iI}� Q CONTRACTOR TO SPLICE DROP CABLE FIBERS mm .�.. ,r�E OF ph�Z 1-4 TO FIBERS 1 AND 2 NORTH AND SOUTH ON THE 12 SM DROP CABLE ALONG TEXAS TECH PKWY. �` 1 ETHERNET sx Tx SWITCH Tx REMAINING DROP CABLE FIBERS 5-12 LEFT UNTERMINATED IN THE SPLICE CASE. aio Jumpm PDARw IN J J. S ORK w 100266 W G/�t'y� NUj�I p7 G7 X 1 2 00 W?Z 1 2345566 7891011111122zlo G7 0 CD a� 0 x p p 1N 3N 1W 2S` Til a t� 2N 4N 2W IS 0 r--1 ^' 12 SM 12 SM DROP DROP E as CABLE CABLE v (D v m m 12 SM FIBER 1N SPLICED TO 36 SM 1W N D 12 SM FIBER 2N SPLICED TO 36 SM 2W 12 SM FIBER 3N SPLICED TO 36 SM :2S «+ C .1-0 N >- 12 SM FIBER 4N SPLI,CED TO 36 SM 1S V CC� cl) QLd J p C LL 5 FIBERS 1-12(TUBE 1) FIBERS 1-12(TUBE 1) D X z s <O > _ xY �0NB0 Daum w 12 SM CABLE D-�1 12 SM CABLE oamm DROP CABLE DROP CABLE m� MOM p Q WEST SOUTH TYPE 1 GROUND BOX GB-0602 S13 NOTE: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 1-4 EAST ON THE 12 SM DROP CABLE TO THE SIGNAL CABINET AT 1.9TH ST,. AT AVENUE T. REMAINING DROP CABLE FIBERS 3-12 LEFT UNTERMINATED IN THE CABINET. CABLE u ON 12 SM DROP CABLE TO SIGNAL AT AVE. T EXISTING TRAFFIC SIGNAL CABINET 18TH ST. AT INDIANA AVE. TRAFFIC lxt[j] ETHERNET Rx SWITCH ro JUMMS 1 2 �11100 2 3 4 5 6 000000 7 8 9101112 is "TIT 111111 i 2S 1 4S 12 SM DROP CABLE TYPE D GROUND BOX GB-0608 12 SM DROP CABLE SOUTH TO SIGNAL CABINET AT TEXAS TECH PKWY AT INDIANA D O om z u) D--I <0 m= cr. u- wavee ao,wn S14 NOTE, 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH.. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 1-4 EAST ON THE 12 SM DROP CABLE TO THE SIGNAL CABINET AT 19TH ST. AT AVENUE T. REMAINING DROP CABLE FIBERS 3-12 LEFT UNTERMINATED IN THE CABINET. CABLE # ON 12 DROP CABLE ALO TX TECH PKY EXISTING TRAFFIC SIGNAL CABINET TEXAS TECH AT KNOXVILLE AVE. TYPE 1 GROUND BOX GB-0702 rl E t a- W A`1 u E v .4) N(j N a a� U � GQ _ O r D N � m n oae amam WANCL S15 rr v co m .G Ir m 0 NOTE: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12, FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS '3 AND 4 NORTH AND SOUTH ON THE 36 SM ARTERIAL CABLE ALONG UNIVERSITY. REMAINING DROP CABLE FIBERS 5-12 LEFT UNTERMINATED IN THE SPLICE CASE. CABLE # ON 36 SM —/ ARTERIAL CABLE ALONG UNIVERSITY AVE. 12 SM FIBER 1 SPLICED TO 36 SM 3N LLj 12 SM FIBER 2 SPLICED TO 36 SM 4N Q V) FIBERS 1-12(TUBE it �-� FIBERS 13-24(TU$E 2) j FIBERS 25-36(TUBE 3) F Z 36 SM CABLE ARTERIAL CABLE F- a NORTH EXISTING TRAFFIC SIGNAL CABINET UNIVERSITY AVE. AT 15TH ST. TRAFFIC CONTROLLER ETHERNET SWITCH FO JWPFAS 1 2 111100 1 2 3 4 5 6 000000 7 8 9101112 3N� S I .L L ,1, L.L 12 SM DROP CABLE TYPE.1 GROUND BOX GB-2603 r 00266 w/ s pi{ W w0 �� ,b O r� ca V � V 12 SM FIBER 3 SPLICED TO 36 SM 4S -p C + Q 12 SM FIBER 4 SPLICED TO 36 SM 3S N N (/� U v E r- rn z� cc 0 z o > 1, FIBERS 1-12(TUBE 1) rn � Q LL FIBERS 13-24(TUBE 2) FIBERS 25-36(TUBE 3) _ -'� (A uve 20M 36 SM CABLE �:� omwmmt0^" ARTERIAL CABLE DDamn a^" SOUTH < awn. wx ( rl a"xo omame S16 a ,� r-.®-,*a .,,,,,.....� � . a r ^•°-^ ^-^.:r-�r�^—� ....,� .. �..�.t ,ems:. NOTE: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR 70 INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 3 AND 4 NORTH AND SOUTH ON THE 36 SM ARTERIAL CABLE ALONG UNIVERSITY. REMAINING DROP CABLE FIBERS 5-12 LEFT UNTERMINATED IN THE SPLICE CASE. EXISTING TRAFFIC SIGNAL CABINET UNIVERSITY AVE. AT 14TH ST. TRAFFIC CONTROLLER ETHERNET SWITCH. 1 2 111100-000000 1 2 3 4 5 6 7 8 9101112 3N 4S 4N 3S CABLE ON 36 SM 12 SM ARTERIAL CABLE DROP ALONG UNIVERSITY AVE. CABLE 12 SM FIBER 1 .SPLICED TO 36 SM 3N uj 12 SM FIBER 2 SPLICED TO 36 SM 4N Y- Q a y. 0 FIBERS 1-12(TUBE 1) QO� FIBERS 13-24(TUBE 2) mj FIBERS 2.5-36(TUBE 3) 36 SM CABLE ARTERIAL CABLE a NORTH TYPE 1 GROUND' BOX GB-2606 12 SM FIBER 3 SPLICED TO 36 SM 4S 12 SM FIBER 4 SPL.ICED TO 36 SM 3S 30 $M CABLE .ARTERIAL CABLE. SOUTH ,1 O a� E C) �cl) a 4) 4 V) ZO E ; N r , C.� m U; G Q m can = S17 /z i V E V .00 LL 0 m m NOTE: I. CITY OF LUBBOCK TO PROVIDE AND INSTALL MO CONTROLLER AND ETHERNET SWITCH. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 3 AND 4 NORTH AND SOUTH ON THE 36 SM ARTERIAL CABLE ALONG UNIVERSITY. REMAINING DROP .CABLE FIBERS 5-12 LEFT UNTERMINATED IN THE SPLICE CASE. CABLE # ON 36 SM,---/ ARTERIAL CABLE ALONG UNIVERSITY AVE. 12 SM FIBER 1 SPLICED TO 36 SM 3N 12 SM FIBER 2 SPLICED TO 36 SM 4N a F- V) FIBERS 1-12(TUBE 1) FIBERS 13.24(TUBE 2> j FIBERS 25-36(TUBE 3) 36 SM CABLE ARTERIAL CABLE a NORTH EXISTING TRAFFIC SIGNAL CABINET UNIVERSITY AVE. AT BROADWAY TRAFFIC ETHERNET SWITCH 1 2 111100 1 2 3 4 5 6 000000 7 8 9101112 3N i 4 _I TI ITITTI 12 SM DROP CABLE TYPE 1 GROUND BOX GB-2704 Ea �W Alo r; E Nc/) N 12 SM FIBER 3 SPLICED TO 36 SM 4S -a C Cl) 12 SM FIBER 4 SPLICED TO 36 SM 3S 1> (D C E Nocp FIBERS 1-12(TUBE 1) < —. � C ¢ cc FIBERS 13-24(TUBE 2) � FIBERS 25-36(TUBE 3) (A 36 SM CABLE ARTERIAL CABLE < SOUTH S18 LL- a..,_....,..�_.. �._.......� .,._........_....,.,.� W_ .......<o� ,.w,, .. --•,, is ^"'" �^*.:--=.1` ^",m..�t �' r � a. 'i"� sue«. �--.,--ems. r.:—.�.�—tea ;.;�,.,,.,. ,.—..,. NOTE: T. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 3 AND 4 NORTH, AND SOUTH ON THE 36 SM ARTERIAL CABLE ALONG UNIVERSITY. REMAINING DROP CABLE FIBERS 5-12 LEFT UNTERMINA.TED IN THE SPLICE CASE. 0 m W wa w a� o � 0 w Z Z Z=) w J H c� a 0 1— CABLE # ON 36 SM J ARTERIAL CABLE ALONG UNIVERSITY AVE. 12 SM FIBER 1 SPLICED TO 36 SM 3N 12 SM FIBER 2 SPLICED TO 36 SM 4N FIBERS 1- 36 SM CABLE ARTERIAL CABLE NORTH EXISTING TRAFFIC SIGNAL CABINET UNIVERSITY AVE. AT MAIN ST. TRAFFIC ! ETHERNET SWITCH FO JUMPM 1 2 1 111100 2 3 4 5 6 000000 7 6 9101112 3NT4TIT..l..t.�.L r i 4N 13S � �12ROP P D CABLE TYPE 1 GROUND BOX GB-2707 12 SM FIBER 3 SPLICED TO 36 SM 4S 12 SM FIBER 4 SPLICED TO 36 SM 3S 36 SM CABLE ARTERIAL CABLE SOUTH .Ally n�aN eylZ e 's U d^^0 r� U cl) F- N n Gi c C E' H 0 > < co'� �0 D —I :* we > Comm D < mm CNNCPM < m l,mw S19 U E v YA�q OBE Wl DAUM m�� NOTE. 1, CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3., CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 3 AND 4 NORTH AND SOUTH ON THE 36 SM ARTERIAL CABLE ALONG UNIVERSITY. REMAINING DROP CABLE FIBERS 5-12 LEFT UNTERMINATED IN THE SPLICE. CASE. EXISTING TRAFFIC SIGNAL CABINET UNIVERSITY AVE. AT GLENNA GOODACRE BLVD. TRAFFIC �:JETHERNET 2 SWITCH FO JLWKJM 1 2 00 1 2 3 4 5 6 000000 7 8 9101112 3NT4 TIC. ITTIT.L i i 4N i 3S /4 2 SM 4) CABLE # ON 36 SM ---! ARTERIAL CABLE DROP WE p V ALONG UNIVERSITY AVE. CABLE N, 12 > 12 SM FIBER 1 SPLICED TO 36 SM 3N 12 SM FIBER.3 SPLICED TO 36 SM 4S .0 C (1) uj 12 SM FIBER 2 SPLICED TO 36 SM 4N 12 SM FIBER 4 SPLICED TO 36 .SM 3S A N N in v �> _ —' E cn CL �- z O > N fl _ FIBERS 1-12(TUBE 1) FIBERS 1-12(TUBE 1) m a LL D V1� FIBERS 13-24(TUBE 2} FIBERS 13-24(TUBE 2) m w FIBERS 25-36(TUBE 3) FIBERS 25-36(TUBE 3) H.z = r>a --i. uas mums o_Z = 36 SM CABLE 36 5M CABLEmwft � ARTERIAL CABLE ARTERIAL CABLE MO w oa NORTH TYPE 1 GROUNDS' SOUTH rn BOX GB-2802 S20 N 2 0 EXISTING TRAFFIC SIGNAL CABINET MARSHA SHARP FRWY. AT UNIVERSITY AVE. PROPOSED FIBER HUB CABINET MARSHA SHARP FRWY. AT UNIVERSITY AVE. TRAFFIC j �" 5 )NTROLLER ; ETHERNET SWITCH S _ � S 1 t t E CRT W CONTRACTOR INSTALLED CAT 5E CABLE W (FUTURE PROJECT) FIBERS 1--12(TUBE 1) a FIBERS 13-24(TUBE 2) 1n FIBERS 25-36(TUBE 3) z FIBERS 3.7-48(TUBE 4) �- FIBERS 49-60(TUBE 5) w FIBERS 61-72(TUBE 6) FIBERS 73-84(TUBE 7) f-- FIBERS 85-96(TUBE 8) a 96 SM CABLE WEST 1 2 3 4 81 6 01 02 3 05 Qb 07 OB 09 010 Ott 012 013 014 013 019 017 018 0is 020 021 022 023 0T4 O25 26 27 6 029 Q30 31 32 33 34 035 036 -04 EXISTING TY D GB-3002 NOTE: 1. SEE SHEET T03 FOR FIBER TERMINATION INFORMATION. 2. CITY OF LUBBOCK TO PROVIDE AND INSTALL ETHERNET SWITCH. 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 4. CONTRACTOR TO INSTALL 36-PORT FIBER PATCH PANEL AND FOLLOW SHEET T03 FOR TERMINATION INFORMATION. 36 SM CABLE (19TH ST. IFRC 1 -1 9 M IRF 11 (FUTURE PROJECT) -19ITIIRF 11 BACKBONE RING EAST oV� EFE H C'/^3 ja C�C G < Ate' 0 co OQ `+ E 't^^ coo n ; J� c CA Q C (a u- O n oas WwA1a .amm wA t Hann "Sift oaxam. S21 1 in 2 w m 3 ►_- 4 W 5 W 6 '7 m e {n w 9 . @ 10 v 11 12 w 13 14 0 15 m x 16 :![ w 17 0 4 18 Q m 19 m W 20 z 2.1 ga 22 FUTURE 96 SM FIBER TO BE DONE BY OTHERS LEGEND UT - UNTERMINATED T- TERMINATE IN PATCH PANEL FS - FUSION SPLICE IN TRAY N, S, E, W - NORTH, SOUTH, EAST, WEST 1 1 9TH ST. AT MEMPHIS AVE. 2 3 4 5 6 7 8 9 10 . 12- 130 140 150 160 170 180 190 200 21 0 220 230 240 250 260 27 0 28 0 29 0 300 316 320 330 3.4 0 350 36 0 36 FIBER PATCH PANEL (SEE SHEET S01) T 1 T 2 C1QC�tt 11 T 4 C (7 E ZOZO 18��E CIRCuI -i'" CD T 5 CO OZO � ANGE RCUtS'� 6 c 2pg0 RX ��ORANGE C1RW��1 T 7 m m 20Z0 jX IGRE� CSRWS�1 T 8 �2010 tx IGRRf�1 . -�� T 10 m W : �e OF TR� T 12*� P. _UT m DARIM IN J. Bja �t X 100266 Oc'e4/ O0 FUTURE 96 SM FIBER. TO BE DONE BY OTHERS 1 � W 2 3 m V1 c C," O 4 m 5 6 7 m r00 mD ♦� 8 g c c n 7` 10 11 m ID c) 12 Z m E 13 Ci 4) 14 15 G > 16 m cl) 18 m 19 r rn o , E_.+ 20 21 -1 C 22 m m 23 D Q 24 J S OAT. mwrK� c� yaw T01 rr. 1 V) I T Li! 2 T 3 go T Z070 D 4 all LLI I.- T 20 70 rx Wt/c 1 9T.H ST. AT E ix 5 T Rk CIRCUr) _j w 6 (BLUE CRICKETS AVE. M U. ,& T CjJ?cuj-r) 7 T Z070 r 1 w 9 T 2 070 .... . .. 52 TRX 0 Re(jrr cl 12 7 7 f WIWI— J. 511 100266 10 11 12 T 13 E) T 1 1 w 2 T is T 2 w bo 3 T T 3 16 4 T __10 T 4 17— T T w (D W LL 6 T 6 (n U- 7 T D ig 7N —FS 7 m co FS—SS 0 a FS— SS 20 SN —FS 8 cn Z Lu 21 or� m 9 FS— 9S 9N —FS 9 .j 96 SM BACKBONE 22 96 SM BACKBONE po 10 FS— IOS SOUTH IAJ FS—IIS 23 NORTH ION ---- f--O 110 IIN—Fs I z 24 12 0 10 0— 12, FS— 12S 12N — FS 0- E 13 T RING I TX 1 26 T 3 0 I T RING I RX I 7z -&� m T 14 w 4 27— WE RING I TX 2— --JUMPER TO 33 !� 28'— A T 15 C) 11 TT RING I RX 2 —JUMPER TO 34 T 16 CD < ir •00� , 0 z im w T E) WAG ly. T 17 U- IT i M LL T T� is CD n is 3 1 VOL tj Q 19 FS— 195 19N — FS 19 Ln 0 E V) w 20 FS— 20S 20N—FS 20 0 C 21 FS— 21S JUMPER TO 27------A!3e-- 21N—FS 21•0) 22 FS 22S 96 SM BACKBONE JUMPER TO 28---.—§4 96.SM BACKBONE 22N— FS 22 ca FS— 23S SOUTH 35 NORTH 23N— FS 23 m 23() 36 ca 0) 24 FS — 245 24N—FS 24 .0 FS-25S-72S 25N-72N— FS U5- LL 36 F I BER Wm LEGEND PATCH PANEL. UNTERMINATED (SEE SHEET S12) UT TERMINATE IN PATCH PANEL ax T FS - FUSION SPLICE IN TRAY [N S, E, W - NORTH, SOUTH, EAST, WEST T02 ?� i N t M 1 m In c F z ww���t�pp11 �z--11L t In .+ 7d�z1 mac r VI z x xaz - Km r a m rn . S. F. WEST) ORANGE BUFFER TUBE BLUE BUFFER TUBE .� L -(A N N 0 -O m J 01 N a W N C O m _7 Of -J1 b. W ro oc me mM m ow m M CDK o6 mz 36 SM CABLE (UNIV. SOUTH) GLUE BUFFER TUBE i S A � � o 00 ky x o� � m ti n C C D � � D m� ZILA m D 1I �N O/UIaw00w-4 0 0 & w N — 0 a m-t mtnaw CD [A 0 000000000000000000000000 mS� N;o am �mtnawN� MN 1 1 = � -13 v m 000000000000000000000000000000000000 CA m X N— O 10 m -4 M M a W N 0 W m -t M M a W N -• O W m -4 0 tr a W N 0 10 m -4 .� Nr DZF TI C ZF m< 0 r me m1 c oz om z In co m m O-n �m x M mm Am rn z -III, W N O tD m -1 M M a w N- 0 W m J m N a W N— I 36n1 Nlling 39NV80 I ME Mimi] 3nle (1SV3 °3 °S °W) 3N08NOb8 INS 96 Advanced Traffic Management System /r t�a. z 7 u cicyof _� o. iGmPyHom and A c(ates, Inc. bo 19th Streets TEXAS om.,nc>•msIM�l�+sao wn*r.F-2211 Fiber Termination Diagram �+ ``►`:��� :•'' N 1 F1 PLAN VIEW u SIDE VIEW TYPICAL GROUND BOX ELTAI • Heal ' TdKFICWE sue. o OR AM wx WO M BOX SCFEDIllE CRFwP •A• •r •r AAR u m i W= OWN TIM draw am= IOI m i • - a I am x i x OR M BOX CDVER DREIISIOMS mm m Tin nEisi41IA ID48+ O E i 0 I u a K 7 i OAF01 n n 34 3 JtL l 1 VP1 - A- TRU[ CCIAi1DT TYPICAL CABLE CONFIGURATION INSIDE GROUND BOX scum EN<Tmm-\ r-cr—M a CQMW rnrc � �T� OULa FI®vO KIMAT3M CHU 7MM COMW SECTION 'B' YBRICALY COMT5 TT I OR TT 2 WAD E CONDUIT BENDS WITH SPLICE NOTES= b 1. SEE EDLA-00 SMARD FM CONCRETE AM OETAM COVER S. A AOWI IOOFID ROM OF 46' SIFAIL E UMADEO CN All CtIOI M A D AOOMMM i1EODO OW RBNDF3 OM TOP VIEW AND SIDE VIEW . WITATNDIA FDIDI WM CA&L M CCIAANDCAT � THE L CC MT MM IS FM OMPLEOILY. AODIT IK CCNOIRTS 00 WIM UKL K SIX TUC TN¢ eaolDT DT ER N4T.4.) NAY K NFOIDED AS 2M CM TNE. KM SEEM 6 ALL DEFOS INML PE FAy M KML 3. CROWD DOII AND MM NON MMFAS SWLL BE T. OONIRACTCR SIILLL ADAPT OON m 5nwirS w AE+OOII� POLAEII COMM CM THE PLAN LOW SITS L TT I CAOm em ML OE usm AS S M ON THE PLANS tL AODIT Qk CONDUIT WM VXM 91ALL BE FTIOVM AS IFIN SPLICE OKLOARES ARE IEX♦1DED. am CN TIE PLAN LAW Skim r Em y CO)= to � 2 0 '(D 1� O Qc c� G » Mott DAr AMMO: aa�ai m a BAOHFILL SOIL ISEE MOTE A I• WN) SEE PLAN SIEETS— FOR COWIT SIZE i CONDUIT 2 CONDUITS TRENCH IN SOIL Il4' (MW atom FIBER OPTIC CAML PLACE ASPHALT TORESTORE RDAO SIWAOT[ cmw am" BACKFELL ISIBSIDIARY TO ODH mT RID ITOW SEE PLAN SHEETS — RN G=WT SM (SIZE AS SHOMN ON PLANS) EOBE OF PAVEMENT EDGE OF TRAVELW CONDUIT TYPICAL ROADWAY E PLAN SHEETS� N PL AS 9CNN P�1' R COOIRTSIZE CODUIT OR cOYM(TCATION wl)cTonsH EDGE OF TRAVELED EDGE OF PAVEMENT SPACER L OWEERSITE OF TW CH SUBSIOART TD COWIT SECTION A TY COWIT (SIZE AS SHM ON PLUM TRENCH IN PAVEMENT TYPICAL ELEVATION OF TRENCH ONOWT (SIZE AS S"M am PLANER. BORE UNDER PAVEMENT "mum MOTESR 1. ALL TREK = OR MW COMIIIITS SHALL IE A WSNL{MM OF AY'• OR Iw•, RESPECTIVELY, BLOW FINISHED MACE, UNLESS IBTED O MINIX IN THE PLANS. A TOM CCA Wr BE OBTIAINEI) TRENCHING IM O CEMENT ,SLOW OF OWILL SINLL E INSTALL® AS SHOMN. S. ALL COMM BE)OS'SMALL E FACTOMY D MOS. 6 TAPNItlI AMD/OM MORI16 COIISTRICTION Am INSTALLATION SHALL E IN AOOOWJM WITH 3ECTIaH 709 AND SOL L CEMENT SLURRY IN PAVEMENT ONLY. WNW a SECTION B Yx. E 20 U Uf^) U m H O �+ Q (� O � U— aaC 1000q O�IOIID< aa41LMt gtMgt OIL Wt pIR� 1o0c IOMIO� elAaMe� D01A NEUTRAL OR SECONDARY POWER LINE ADSS DIELECTRIC DEAD END ASSEMBLY BRACKET AERIAL SPLICE ENCLOSURE (WHERE APPLICABLE) WEATHER HEAD OR WATER PROOF GASKET 2" RIGID METAL CONDUIT DOUBLE -HOLE GALVANIZED CONDUIT STRAPS ATTACHED WITH 11/4' X 1/4" SQUARE. HEAD LAG SCREWS AT '18' SPACING BONDING PIPE CLAMP PROPOSED GROUND BOX REFERTO PLANS FOR TYPE AND SLACK SPECIFICATIONS 12 SM FIBER DROP CABLEiS) 4S DEGREE BEND PROPOSED CONDUIT REFER TO PLANS FOR SIZE AND TYPE OP CONDUIT TIMBER POLE ATTACH CABLE TO POLE WITH CABLE'GUIDE ENCLOSURE 36 SM SELF SUPPORTING FIBER OPTIC TRUNK CABLE - CABLE STORAGE RACK (WHERE APPLICABLE) SEE SHEET D03 -12" MINIMUM BEND RADIUS - NO. 6 AWG SOLID BARE COPPER WIRE - N0. 6 AWG SOLID BARE COPPER WIRE FINISHED GRADE 8" MIMIMUM DEPTH �.--0.62S INCH DIAMETER BY 10 FEET LONG COPPER -CLAD STEEL GROUND ROD DRIVEN INTO UNDISTURBED EARTH -90 DEGREE BEND 12" MINIMUM .TIMBER POLE RISER ]_, NOTE: 1. A SELF SUPPORTED 36 SM FIBER OPTIC CABLE SHALL BE INSTALLED BETWEEN MARSHA SHARP FREEWAY AND AVENUE A AND SHALL SERVE AS THE 34TH STREET FIBER ARTERIAL BACKBONE. 12 SM FIBER DROP CABLES WILL BE SPLICED TO THIS ARTERIAL BACKBONE TO CONNECT VARIOUS TRAFFIC SIGNALS. ALONG THIS CORRIDOR, AERIAL INSTALLATION OF THE 36 SM FIBER ARTERIAL CABLE SHALL BE LOCATED ALONG THE SAME PATH WHERE,EXISTING TRAFFIC DEPARTMENT COPPER COMMUNICATIONS, CABLES ARE PRESENT. CONTRACTOR SHALL KEEP EXISTING COPPER COMMUNICATION LINES INTACT AS LONG AS POSSIBLE TO ENSURE,ATMS OPERATIONS. CONTRACTOR SHALL REMOVE COPPER COMMUNICATIONS AFTER THE FIBER SYSTEM IS IN PLACE, AT THE DIRECTION OF THE CITY OF LUBBOCK. NEUTRAL OR TIMBER SECONDARY POWER LINE COMMUNICATIONS CABLE $4 COMMUNICATIONS CABLE *2 FINISHED GRADE 12' MINIMUM — DISTANCE BETWEEN LINES IS' MINIMUM DISTANCE ABOVE STREET OR DRIVEWAY AERIAL LINE SPACING "W C . c Q Q � C oae anarmia o®qr®: oraaiw aae�a oa♦uw c wac nuxa: oe+woae 36 (SEEMNOTEE3)OpTIC CABLE / CABLE STORAGE RACK (SNOW SHOE) AERIAL SPLICE ENCLOSURE (WHERE APPLICABLE) ADSS. DIELECTRIC DEAD END ASSEMBLY BRACKET SEE NOTE 4 36 SM FIBER OPTIC CABLE (SEE NOTE 3) CAENCLOSURE NOTES: 1) SPARE CABLE SHALL NOT BE STORED OVER ROADWAYS, DRIVEWAYS, OR BUILDINGS. 2) LOCATIONS AND AMOUNT FOR CABLE STORAGE RACK HAVE BEEN IDENTIFIED IN THE CONDUIT SCHEDULES. 3) SELF SUPPORTING 36 SM FIBER SHALL BE USED FOR ALL AERIAL .INSTALLATIONS ALONG THE BACKBONE ROUTE. 4) TENSION CABLE WITHIN DEAD END ASSEMBLY MEETING MANUFACTURERS RECOMMENDATIONS ENSURING CABLE TENSION THRESHOLDS ARE NOT EXCEEDED. TIMBER POLE ADSS DIELECTRIC DEAD END ASSEMBLY BRACKET SEE NOTE 4 36 SM FIBER OPTIC CABLE (SEENOTE 3) CABLE STORAGE RACK/ (SNOW SHOE) CABLE STORAGE RACK Q0266 't4W U't .� o 1� 00 Hco .0cl � �c Lc ECc mca CD ca Qc Q43 ;w Comm oesoq®: DAUB nwmDs,MR oe� 9w D03 r r Y N $' INS K � It 10 RAI t W si isis K p A SIR � 0 z —a —a VM =O c c� H � Z ao ��SNjQ�L� AC Ay R Advanced Traffic o� � �=© Management System ,„ ' Clubb wof N*i Kmfeoom wWAmt�tes, Inc. ITS Hub Cabinet 1EXAS a ai s i6 BARE COPPER ORMMINO, CON =ION -- TOP OF DOOR BgA� �\ OFCCABI�N, RET \ BACK PANEL CONpVIT� GRADE i AB-\ � Cl 'A* GONG' I FIN GRO(AD LEVEL )' BOTTOM OF DOUR BARS 'B' (10.6 C.C.) BARS •A° FRONT VIEW N. T.I. REAR OF .CABINET (PGL'ICE ACCESS IN DOOR) SIZE; —AND PLAifiENT ITS HUB CABINET SIDE VIEW N. T. S. GROUND ROD PROJECTED 4' ABOVE FOUNDATION ITS His -I- ANC.EHTME WBOLTS ITH 18' LONG CABINET �Y'4' C 4MFER ! CONCRETE WORK APRON 6: Y. Comm 4' _.. 2'-6• 2 -0 2 -o• : �• BARS •8. 00-6•• C.C.)— CONDUIT (SEE SIGNAL LAYOUTFOR SIZE .AID Umm) FOIDDATION 2. �. 1. -e —M ANT VIEW BARS 'B-10 EA. —c. :1 a N.T. S: BARS 'A'- ND. j• CABINET � C. 2'-0BAR —1 E+: TOP VTEW 2'- 6• X 3'- O' FROM OR OF CABINET LOOKING INTO FLOWCABINET FOUNDATION TOP VIEW BAR 'E' CONCRETE APRON TOP VIEW N.T.S. N.T.S. 21- 3• 1 3'- 3° CABINET BASE NOTE52 1. ANCHOR BOLT INFORMATION INCLUDED WITH CABINET. Z. CONDUIT SHOULD BE STUBBED OUT NO CLOSER THAN Yt' FROM THE FACE OF THE CABINET. 3. CONDUIT SUB OUTS SHOWN ON DETAIL ME DIAGRAMMATIC. THE DEVELOPER MAY ADJUST THE LOCATION OF THE CONDUIT STUD OUTS TO ACCOMMODATE FIELD CONDITIONS AND CABINET HARDWARE CONFIGURATION. MAINTAINSTANDARD SPACI,NG BETWEEN CONDUITS AND INSTALL ACCORDING T6 TYDOT ITEM 0618. 4. CABINET AND FOUNDATION DIMENSIONS AND DETAILS ME SHOWN AS EXAMPLES ONLY. CABINET BASE DIMENSIONS AND CABINET BOLT SPACING SHALL ACCDNi10DATE THE CABINET USED. THE ANCHOR BOLTS SHALL BE PLACED ON THE INSIDE OF THE CABINET. BAR NO. BARS SIZE LENGTH SPACING A 4 5 10'-8' 81 C. C: B 10 5 2'-2' VAR. C 4 3 2'-0- 2-2• C.C. p 6 3 2'-2• 10' C.C. E 6 3 2'-0' 6.8' C.C. PROVIDE 2' MIK COVER FOR TOP AND SIDES "�tii .Z 4F i•''f� TF%M� --�'—� -1DAF� DARIN J. BJORK Pj�� 1 100266 VJ cc co G om IMM2 Nam DAmm MANY DAUM oc KMNOJ a21a0m8 D05 Lsmw �. by to .Rr1eo01. ■ ■ cww Nlro WA. i /I.. g IiGID an Mac a NOAD ! Ly �.^� Trig 1tr11.0Ibu1N01 m taw •"' y . sMq�l• I (()K I nvMv ■uf�n FIa00R i f1aiTJFaA 1 Comm �r%z I cams \ I 1 f Ism�a I �tQr aIV an coo -to h AIFAD I n a1,aYL - iH IIOIE u T V I J� 6LI10 u I -U_ .ate v". W a• alter CY0.10 I a i *4 vm O w r 1 r w 1f.e1oS I.e arN aar.. 96 IIM 1) I 'r I .t... /.II .r..ue In OpTrlimfl.n OIr1.M I1rdfl�p a0aoltar sw a adTldd IT M. I if IIITfMT I • p��Np I 1I.0 Mis d ofl ihM \ • an mm 2) • � poT.ttlur '� I I I • w tltlTs.r l..Ine I ftw WT, TrrFno< 0sre m' I'I.P►.e M 7q� a6) FF1M.r 01'I.w 1A.! .'NM.. 7eee..�. T a MIT 116 04iE a I % I IOIIL aw nm w lieu 6LTmFaeXMMMh •• s �TIXIM Y ii I L k vO I rent rpbN I I ►aBIL NNW • I I ! 1. � T..I.ne b II■ �, flap .thd.F 1..t.oe a. s ( Two 111 earl..te T t ala..l lzNr b.l.w,a• L Al l fillf b oadr* den I I h.1 W be ar aee.d i.d � I � � I � deedw T.IIt.N .Ht .rmpT I dN. olldfl►lrlal0l. •.091 O..M �aln .1.N0 N.wl w. 5 TIaP a• aN�r IICWa _ ). aw Nr .ad.... I a i m tdp ..e.. f.o11MN. mlaea v.nMr .q. rMu M 0 I'd AHEAD t .Itll TT11et YDta1M A1Ma.lar. ]a fi� iM .eels ay. a" ".% Z:r d . le.. a• dv.elpr tgrer. s Id sow .Ian► d1aMd M >}.D1'e 0aN a1 ra '%' .InW A.la... I I t A rlowtt"kww vat -IN a* .a.r .odn.a N M r-- sa N. �pl�ltz4y I � I rttphd�.otr lta.ap not OrI.A_m 1n. Ca'.. di.Ybr aQ mm a I J OnIY Rr AIM R00e1. drll a I•F4 A I►.f d alNtaf I Ff.wal. aM iA.tr .pFen .� W .A1010q 4 �t)u0 It TatYye * ROAD CORK a ROAD WM I a • w-se a 4 aaai«r pvtolew - Ta I a - T.11r tro�t�t er trallo:tlTtu. a� I ttFs lwr a I • I ) I I)8 tuc a I 6-31111 a� SM anP pljWd*.#k*%dwus I T I l All s:.16T.Ou' �41 R.M.I COM 1OIEi. ROAD T Ia0t. Oalt.edl4 HVa aM Troffl. Wrl llr. in AHEAD ( �Oats�° I I T PAW TrOWWkft a110-ro ' 1139 a HOAD I>i� 1ru n IIDID I stAa IU luau t M a t p I AHEAD +co 1w wAoc-slsaau TRAFFIC CONTROL PLAN TCP (1-to) TCP (1-ib) TCP (1-1o) TCR(1-1)-98 Work Area Near Shoulder Work Area on Shoulder Work Vehioles on Shoulder ►ia 3. l t1 a'0°i a wv s toe suety 30 = . •� 750 t'A6• t8S' )!2S' 180 24S' 80'-TS' 70' -YO' 120' 160' 15 �0 265' 295 320 F45' -100'2�0' �sAso•�9sao'-no'32o>to'-no'320•sosDo'ssotau'-tzs'aooSSO.805680 �600.660'720'80'120'�iSO'iF600'8tS0'715780SS'130'-165'i/T00 110'-1�0�500' Mo TOO' EIO' TO' IIO'-175' tF800' s� 11 rarnbw Sim Seaurne ,n oaag.rt. 0Ir.mlan raa a Mlal T, dYd kd tm-0e TO r� QES I.tE O ■lace!Wrip dwlcr f ROAD YrtORK asm rza4' TCP 0 -2a) One Lane Closed Adequate Field of View he MAN" mt.s.tr. 911-2 4N x dxd 4p• YY W cE NXE m 4rx 1'4 4r OWN 4r x 4r ,.. r.411ru rt for tl.de. Weld" .I11 be 11"m Im the project 009AL rD7F4, IIM 5M SWrr00day St■. as VAON r4rlMg. FM BE< ONE LANE m AWAO 4 rx Id ppgpy�p olio c MEAD TO SLOP 46, 1 4r \ rot. ix / 1� X 4 a / t\\ sew 5m / ROAONI'ORK M ` xx r 4rr 3 L ■ I ■ I• I I I ROAD WORK • I T TCP (1-2b) One Lane Closed Inadequate Field of V '.. III --I-* elia..lrxblp daier.r soft vehicle .It" amp. .tr eltda■ Ydo) I 4 be sotmell 41O1 lhkk W.Ilsd lfMlkl.ee. LfAO. ® nee uL rrrMaa ...ie.rllak■ wrier q flag 1313 mm7.rk Mm we ®trt.k rm.t.e Ait.r■ta FpkiNm � ps• � mrf lw D n f l.pgr J6 54D SM r meae 414f .�xlarl.d s Ymdeu. roNMa t ar swla s1� sark■ oA.N«°• !Swit 0lepnr F - 60 ISO'16S't80' 205' 225' 245' 30'60'�J5' 35' 120t 70'-90• 160' 265' 295 320' 40' 00'-100' 24W 55 L•■S 450 425' 640 45' 90'-110' 320' 50V 550 600 50' 100'-125'400'56060655' 55' /10'-140' S00 SW 600. 660 720' 120'-160' 660' 715 700' 65• 130' -16S' *Too - TO 700' 7T0' 040' TO' 140'-175' e1000' m ow.rw ar a" tFrterar lrl.11r Tow Wt rant. rr. Lek Y S■R IR.1 .4adr e4 OrrM, ItLI iyk.M 4rd e/le itpCL IBM am Ir1llx paarlm S■7I 1FN'A►t1.YA' JWNa■ 1. Flape.ItaMd to si.r are 2. All f/altlo cr" d.rlar w �t tcosl dr"M vHm Ur trlalpl. e4aeal mW be oet slow .loo mr. LAW SM Ail■ do% dR Mags<.ign 40oft *M1 b..gMN.hd,� 4. FDlg rag Imu..4 m*W be r4esct.d If Ike rWM11ta a tlr.rk 4.r 1kw low. S. Yi6g ettP Stott!. ar1rN •er be umd empreJecls rHh ♦ —' tarot bow WNW% 414M dMame. ►or Aroleot. lambm ar.r. 14Ik arm * alld be r INW tam er haft .HY bleak. 01 rral areas a r:;r 4H6 I.r teal 4egg Aff..rk a"eas Am" be IM killer L IIU 10Ober!. g1FFIt 8124 ■1■ I be Nand m 4 .4e.rt at 4 r etd■r.r.dkp Mom. i011-�1 / 01 T. flepprs ..old s teh 04 raaleo or OW rri.l. of ee�nlrllm � 7e ao.mol trattla 6 �� .nc tk.tW r base m tM ebiliti a flsppars i• L 0leler.. a orr of +art! aloe d.uW b .d.4.>• Mrgdt for TO STD e41rNM i. Iprdlry aq rqM !e rl�ear .!.Mice 9QN s.1r Hl"v"m •r) be a" A INI et sMIN .trlrwwwb.ltl.k..er..M.r.IM wW4g 4r x 4r -' 4r r 4r am Pan as V�'jM meet urcaw a.rlr�kkl4. Mw.y.S■l♦l. � 4M7M �oAD retie:a.■.r.wt.....r..ew rpwc AJEAO m0-to 2 lI % 4r --.� 1 OLAOS-S6 1■I[ 1) yh• �• � a6 4K1• ]6• �I PO K• TRAM Sew e� Wl-a. Letters - BIG* q• x 3P sadkOrdtdtd - �I,i4 Il.fl.0trw l 6 k I � I^ c V I `ter' AiE1D i� 11' X 45 e F x - I SEE MFE 11 AhmIrI lmMm COMM I mW e. arfld If fIr T wrk am I. a alma. "Ed iraa.led.or. i' e 1 F S I Ida 7 I x I I I i d AIi/ID . I 1�.WI0 49' x 46' ' ULM - to 1015 11 TCP (2-1a) Work Area Near Shoulder sate I IORK ROAD BIM MEAD 1 axo-20 w• x u• cW20-10� pFE tail a • x 4e• T l i I I I I n= I .r I � I I � � I I T Aw I ROAD�m ' ADAD 020- z1• I Bala mix IWE a AIiAD I CIFm-11) 49' x 4I• IFLM - SM WE it TCP (2-1b) Work Area on Shoulder l I�AD 1lORK 4sx a'°i• kF.AD f � a 1W20-10 I /n� i 4Nz41" �141 sLadc - HE NM u \ Wk *O*Wa T at enxk4 I afo., aaall raal Wawa bop 1 I � I � 1 ITT I I I a� I � I ROAD M I 020-20 • C Cm rWE a I, I � 46 I � I I � AM I � alaes TCP (2-1c) Work Vehicles on Shoulder or I Darr dao...ay tar ndn lard fim Ian `Iw milw4 1 ` I Inwfiw wk wk1al. �1 ei 400-10 • x 4I• - sts 1101E 11 LIAM ® TAW III ewrl"ft r ■ a.x.amug 0wbw q FIQ OM ft* M1109 ® frank la nd aflwaalar It F�WAM,*TV Fp1 it ter MwAiM op S4m .YFa MO Flawr i Sion ►Yf aaa..+.dr o..Ir awrx... N'b0. Pn�Y• )� "' = a 30i = L- 6- i 205' 165' 225' 1/0 24&' 30' 35- 60'-75' 70'-90• 120' 160' 35 40 265' 295 320 40' W -100' 240' 45 45 0' 495 b40' 45' 90' IIW 320' 50 ss 500' SS0 600 50' 100'-1p' 400' 5 00 6 05 660 55' 40' Soo' es wit, 0 720' .60' 120'-1 50' *600' /50' 715 780 65' 140'-1" *700' 70 7 770 Un' ' 140'-175' ---' iF arrelta a .rr a" 1i1Ffa.r f.a.r. Lyra.I -/ 7A� aR.) ...IYn M aerwf I11.I T•aartl faaM dd). MILL LIIpI Imo[ 1- .I Owu� 7F sea" NO" 1. "M alkrfrYstow In to Mar, Mp Of1.1I1101a.tpl. at. 1 L Alt *Wtk W&W Y.laa. I IUrfralad an ON* flra. doom .Fri M. 1Hmpla Drat rar Y a "am 01.atlra m Im P= 7. aa]IIa= ICOM OC taW f.r bwrlmO. d"1861 ano of 4. „aalol lad mhrW "" Its Mawd a dnlu 3V *M irrwf f wfam %%% s m atol+ aoaad ever 1 rlraa allow .prnk0 alvr alr.W a GM1.I hd aira.Ynlab >X frm Mr wrk rea r ttm 11r b1aYalla of a lar r dwlUt fNr. .Y lm fOwd fm1I141Y far adw.r. wrglq .1r Ypm��W qa Mmad m ih. 'x' alnru 01.IaIr.. ptlarl. Ir 4wdu be aMo rd"hF wltft eist of��.dnp� b prrpt OJOIRM II/btm - 1E um I1Fa'1�d d Tralgatldlal m Ew 11111 11how Ielbta 4111-M-24a Fat 1im 41WtN 1:a II W. 81,00.1x.40 IIt ■rnb+o slan s�aa. aaeabar°traao' o�ii' 4Y 1I 4Y X Q• 70 SNl-20 cow" X 76.am on �T 1 0 AT � �/ T1w III Mrrleea., oharalistao 1Mas,r ■radar vshlols aCiM mOga �\ .la dtomr rig u .`ft 7"a�■It wwur► d MOftmeesw. . I • cm Nm n LIIa y 41' x 36' a°'n°nanaar� - 010* lift' ey ro 6daltOrDlnO - Ibrltta Irrlwtlw Oh. ro TRA FO 44. P I azo , �' X 4' GN-20 4a• x zr. I n MXCr I2• 4r x . ■ ' To CM MIT SI • la� OU • •� a x a• I ( i IGNI I >< Clod-4D I M•Xp' I i sow AORK � - I x YnSX I o-10 40• 67AP6-sm on II TCP (2-2a) 2-Lohe Roadway Without Paved Shoulders One Lame Closed Adequate Field of View Ifll 1 t 1� � Pla■■ 1 zt• �x tr AImLri lowmv 24. sb* LIM IE 1111E s — Uwe Do ratidrutd far dlodor wbtmsa sma T1as UI Wrloom ■ ■ li - fsind Mrlam q P100 rl II M 11snd In to rolsot dal WM [tea m *a1,10116% star ma Ralik darllttp. HMO tlat lomm Gm wua Wm" mw ww f l�atlitd tw AIM Paa1 � • o.o Fmom i. sim rmt TCP (2-2b) 2-L" Roadway Without Paved Shoulders One Lane Closed Inadequate Field of View ran.. ws taao.asa a30 7�* L• 150 205. 165. 225' 1 245 3W 35' 60 70'' lxo'35 160' 40 265.265 320 4W 60'W 240' 41 L•1rs 405 510 4W 80'rliW 320' 50 60a" 5oW --- SSW _,,, SO' too -125' '55 550 605. 660 55, 110'-1'40, ' i 660 720' 60I20' -150' i['65 650' 711S 65' 13 16165' N 0' T9 70W 770 04W 7W 14o'-175' *NO' N a�l,.l •.. ow 911tforr HqM. •... w, ..ars rc I.I.rI► r tsar OLl taigas r rust vr, r oP.rars arras stia TVKM sum afEl 11�rt I, IdgKYR 1p6'�I r r I 11a[otnnr sWlEslk GERM I■ m ,.I,- aMacbtd to s an L All lrafflo oadral 1 and saPt Haas 0-1W %1* tM trtarats amw ma M qOI *a sMMd slawars In Ua Plea. 7. VO K fll0■W TO OW sign ami M to"M rk ats OK LME NO m FT siO4 but raltar 8 s . mtll M sa1MONI& 4. Tt6P Ion trsHk a■* Ot M Wad an tnlwb M/0 alaramlw Ilrl Ildra adaa■n slight dHmas. For balsa% in rbdr andar rat VM MWM M ro lager *M 4r bttf s bled. In real ■aa dn roods ►Itb Idea * a JIM Am as argn *Mind tp to Br aYpitaTO t ca WNW 6W /11a1I M Plow an a ham a a■ r L PIOPPra 1n 7. LwhWd�futaM. farm% tv" or adtr raNam ofoa■uikOtan m M of halt a}o YmN M bmd as Na dully of tl OW& to oaaWobh. L fir 6dm4rnadas tact dlmtJm4 00 if Is not fanthm to rl n 7d W o a owww* mwkkgk Nth ahwA01 Ice not M dig In lamer r "gluo" 1lft-d aa. malls rats fraaflalf Wooled 4rlr a dat11/ yal tar d■drl ttrr In nd looathm a moth" dtaa■I IXko dwtda toaoins of III fast Isramata0rd. no to Yea a11�II1tI I2k4dtrka @Wr4 naoatrlddka is btd■tdra fr the and of owl ktft kf■aotkn 4ad not Im salts Wit mmA Barricade and Construction (BC) Standard Sheets General Notes: 1. The Barricade and Construction Standard Sheets (BC sheets) are intended to show typical examples for placement of temporary traffic control devices, construction pavement markings, and typical work zone signs. The information contained in these .sheets meet or exceed the requirements shown in the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). 2. The development and design of the Traffic Control Plan (TCP) is the responsibility of the Engineer. 3. The Contractor may propose changes to the TCP that are signed and sealed by a licensed professional engineer for approval. The Engineer may develop, sign and seal Contractor proposed changes. 4. The.Contractor is responsible for installing and maintaining the traffic control devices as shown in the plans. The Contractor may not move or changethe approximate location of any device without the approval of the Engineer. 5. Geometric design of lane shifts and detours should, when possible, meet the applicable design criteria contained in manuals such as the American Association of State Highway and Transportation Officials (AASHTO), "A Policy on Geometric Design of Highways and Streets", the TxDOT "Roadway Design Manual" or engineering judgment. 6. When projects abut, the Engineer(s) may snit the END ROAD WORK, TRAFFIC FINES DOUBLE, and other advance warning signs if the signing would be redundant and the work areas appear continuous to the motorists. If the adjacent project is completed first, the Contractor shall erect the necessary warning signs as shown on these sheets, the TCP sheets or as directed by the Engineer. The BEGIN ROAD WORK NEXT X MILES sign shall be revised to show appropriate work zone distance. 7. The Engineer.may require duplicate warning signs on the median side of divided highways where median width will permit and traffic volumes justify the signing. 8. All signs shall be constructed in accordance with the details found in the "Standard Highway Sign Designs for Texas," latest edition. Sign details not shown in this manual shall be shown in the plans or the Engineer shall provide a detail to the Contractor before the sign is manufactured. 9. The temporary traffic control devices shown in the illustrations of the BC sheets are examples. As necessary, the Engineer will determine the most appropriate traffic control devices to be used. 10. As shown on BC(2), the OBEY WARNING SIGNS STATE LAW sign and the WORK ZONE TRAFFIC FINES DOUBLE sign with plaque shall be erected in advance of the CSJ limits. The BEGIN ROAD WORK NEXT X MILES, CONTRACTOR and END ROAD WORK signs shall be erected at or near the CSJ limits. 11. Except for devices required by Note 10, traffic control devices should be in place only while work is actually in progress or a definite need exists. 12. The Engineer has the final decision on the location of all traffic control devices. 13. Inactive equipment and work vehicles, including workers' private vehicles must be parked away from travel lanes. They should be as close to the right-of-way line as possible, or located behind a barrier or guardrail, or as approved by the Engineer. Worker Safety Apparel Notes: Workers on foot who are exposed to traffic or to construction equipment within the right-of-way shall wear high -visibility safety apparel meeting the requirements of ISEA "American National Standard for High -Visibility Apparel" labeled as ANSI 107-2004 standard performance for Class 2 or 3 risk exposure. Class 3 garments should be considered for high traffic volume work areas or night time work. Only, lwV gJal)fled pradwa "I be wad. The 'owl iard Dark 7ma Traffic Oonlrol Devices Uses' (UM) describes prepwlifted proasts Old flair sources od qql be food on-1 Ire at the ssb address given bales or by aodwtinpi Tom DepaMaent of Trampartdt)m Traffic, Opvatlans Division - TE Rion W2) 416-3134 O ADDRESSES FOR REFERENCED DoteEExis Ompllad Work Tess Traffic Cadrol Devices List Mmicei ldipr/Aar.itldoRdav/plbilacfloaMra"ta ft Tams eererrl on adfarm Traffic tlonlrel Dwlaw like= MIP IANN. trdot. gov/pm 61)Hwisrfro"Imft' 9rardord Ntot— Site Desltpn far Tone tSNeD) rdtp/Aar, tadse.eor/pbl loallaaJtrafflaMe'. Traffic E)gtnerinp pta�dord sle.ta Mies /Ana. faOoAOov�busir�e✓di eslsto Tres NOW1011 Froduwr List kitty /Am, tf WaL oavrow)rr.Rrpradaasr•)) sf. Mn Dlparteenfol Imlert"i SpsaN)aaelar tDlw kitty /AnRtadsl, pov/NYIarVoanNrwtkr✓vmrer)9140otr)aar1arav Ibatem Desltn barter htiP /Awes, t>da• Roy/wrv1ose/pslwa IMvviaes/eprala. Md w Ot polowt of rrawp0affon 1`40718 awwlgte aesam BARRICADE AND CONSTRUCTION GENERAL NOTES AND REQUIREMENTS i of 12 BC M -07 4-0T p-0T 9 x 3 x x g x x x U N U �fl Ali II JUN s $ � g1011 lifl1sfinjIn.i • ! I iway. F, 1, 1a.44 .A.A a w P P _ 9 a5gpp� �wRS�����g��� • e g YuYf Bjjii�•• �R��s� RR I 1 {0 ansu a ..uwo +•n.wlW� ..oa.ro +.y 1G�lt ^. - • l ,oe w ••tea ate.«+ 1. •W �a •t :—.—.- Iw )o wxontrnsta v z� F_ p M N t•— wo � N GCL a to N h� �f TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS Work speedI imita the a Tra alI be egultory, ogtobl lahed to amordonoe with the 'Pr9oedures for Estabitehing Speed Zones, and " an, or by City Ordirnmos when within lrworporoted City Limits. Reduced speeds should only be posted in the vicinity of work activity and not throughout the entire project. See BCW for LIMITS aNlfnunm am+awo Regulatory work zone speed signs (R2-1) shall be removed oharmo- or covered during periods when they are not needed. sha.nno war., w Cs i ar AlrarHm aelY. LIMITS moo eecm rQ addninoror shags sliplm s.. wroc Nor.. nw+ - low l Vots 4' I-- WORK 620-e WORK wORK 02" SPEED At\, 20NE ZONE ZONE ED LIMIT PEE LIMIT F66-5 Q ISPEEDI LIMIIT 70 s 60 mzn. 60 �� NIr NIGHT Oae a0-s 6 O K" 65 m-3 m:a GUIDANCE FOR USE, LONG/1111TERMED1ATE TERM WORK ZONE SPEED LIMITS GENERAL NOTESr This type of work zone speed iimlt should be included on the design of 1. Regulatory work zone speed limits should be used only for sections of construction the traffic control plans when restricted geometries with a lower design projects shere speed control is of major importance. speed are present in the work zone and modification of the geometries to 2. Regulatory work zone speed IIm1t signs shall be placed on sports at a T foot minimmn a higher design speed is not feasibl& mounting height. 3. Speed zone signs are illustrated for one direction of travel and.ore normally posted Long/lntermedfate Term War)c Zane Speed Limit signs, when approved as described 4#� eachdirection of travel. . Frequency Of work zone speed limit signs should be: above, should be posted and visible to the motorist when work activity is present. 40 mph and greater 0.2 to 2 miles Work activity may also be defined as a change in the roadway that requires 35 mph and lose 0.2 to 1 mile a reduced speed for motorists to safely negotiate the W* area, inncluding; 5. Regulatory speed limit signs shall have blook legend and border on a vhite reflective of rough road or damaged pavement surface background (See 'Reflective Sheeting' on BC(4)1. b) substantloi aiteratton of roadway geometries (diversions) 6. Fabrication, errection and malMenanoe of the C113-5 sign, G20-9 plaque and the o) construction detours R2-i and R2-3 signs shot) not be paid for directly, but shall be considered d) grade subsidiary to Item 502. el width T. Turning signs from view, laying etyma over or damn will not be alloyed, unless otiler - f) other oaMitions readily apparent to the driver wise noted. As long as any of these conditions exist, the work zone speed limit signs B. Techniques that may help reduce traffic speeds include but are not limited tom should remain in place. A. Lan enforcement. & Flogger stationed next to sign. C. Portable changeable massage sign (KMS). MT TERM WORK ZONE. SW LIMITS D. Low -power (drone) radar transmitter. This type of work zone speed limit uhjauld be iroluded on the design of E, Speed monitor tralIsrs or signs. I the traffic .control plane when workers or equipment are rat behind ccnorete 9. Speeds shown an details above are fan iilustratian.only. barrier, when work activity is within 15 feet of pavement edge or actually Work Zone Speed Limits should only be posted as approved for each project. BA an the pavement. Short Term Wait Zone Speed limit signs should be posted and visible to the motorists only when work activity Is present. When work activity Is not present, signs shall be removed or Dovered. 3 (See Removing or Covering an BC(411. SPEED LIMIT 70 m2-1 N1aHn 6 5 12-Y M r 5 g z 6 8 uN i pa R $ 9 is w S"= ! B• i gE $fi g� b ti N r z. jib [gg. Ea E a. b 1.0 it of s b� a $a=oi a a i B=4 s z zg# -# s a##'� i s# •$ F E ai #'s g g 4 i=a a a: g- . a Ilk] 11 Isti sa-as ar ' as 4s _ §sSSi i as iiaEf aEzF F t a- i E_z i$ fie#.i kit _saz ass ¢� I_ list is is, I ail $ s� fig= -§ s-i � e o1 Ea' i ab a iIIlit ki 11 3-• ——sa #. E P$$ $li 9x46� o a'7i�g ## # 111 0Y Id dddaiaol jqy� k�I Pup1 18 13 � 1��.sA, d J aSjr'nii- d .i Ji ir- ii iO�! Y®��ass �� i =b -� zOD 0 Nis - _b Bits F Eg - Bfi ggs so i sin lit of -Wii ri to £ 70HUI Lb 0 c a a Ss'i Biabil7 _ of aia to 8 gal 35"-- PIP 1 ill :1 Lad b 3 = t3Bs Rini" .eor.ai �wxu �a A .4 : ca Uaro -� . �"fi n=%I;°.�w�'ia�v� +�i`"i�w��"a .m.1.'""'°�'�aY�a o °n°..�w 0 �t"'v 11w 0 :6°".0 -001- is S noktt 1 401 I SKID MOUNTED WOOD SIGN SUPPORTS LONG/INTERI®IATE TERN STATIONARY PORTABLE UID MOUNTED SIGN SUPPORTS❑ 'mo slre Two beer mwlmm sloe f" "209 Ymbaw 40 12 m ft. of ots.04. {0o1 f pat a 441P "m M �t4 II � 4M pat Olak aq blook 1 40 war o im a WIV aft odmtlan.l HabilHy. aw* 24' x * See war 1lreaeat y,p rga i 2q• 20 btm. 3n1 een..rtwt. _ mLY x3112' NIL) lap agree Hook blank SKID MOUNTED PERFORATED SQUARE STEEL TUBING SIGN SUPPORTS j M x 49 -lim 7e x 3r-tom t s - 6/ur P x 2 1me paoy 5 bH4 011 Plastic LY 1 1 • t V2• flat W ■awlary 7Npgll,DM.tb tkkmwI Wadm i 6: - SAP flat mWfrar ape .IpI 1 • akks or ape S1t14E to MSE 41• Side Yiw 1 e • • YxYx • Y �� it pe• Uww* Y s rxrx 139-xl Lrx 11 teat 12'tle. tfhh 111 go Ind 1 L4• x 13W x It fact / ad p1T le,= u go pat r tpo Lei sxm I me port. ras4 vita stop leln 4r pmL L13 am qr 1 We x i W urtot Rod Yin amm agog +m j oeta 3n• x 4 nr M. 1 I, to worlds im 1101011, sae r a�+rai w r41' 46• Sold bon "m LObkp of I- oft up of lkia wam to .tart an yaoafe ado gam s. In exalts'dwwuap$. 1 ',V41 x 1 W4• x 14 a am gltd Onlwm gold, dip not arm bane book fill pYs" Y Sold .ark. lhere nnomto 1Nd etmte at emu r x r x Id j1. woku sweaep III par elm WEDGE ANCHORS Wh Nast ad plastic padoa Alder Well a "an m ih =seared Yeas tax, loot' ay p gam ate a * am is Hto l�rood I fbo somme felt atr~. me mb aw.m am 10af11* ➢glaring Sldadrll msefs- a, seabil. 11000 POST SYSTEM FOR GROIW MOUNTED SIGN SUPPORTS GROUND MOUNTED SIGN SUPPORTS term to tb.,ctatm ow ttr oagMaoknr4 too iiatmo areoKu for am type apt asport• Ile Minn stpl utmre rooto0..ttelt an�e +b tx .xawmtlrr'. r•o1 , 'lam TM pat 11111111 Istiang am be kmsd f r lryr SIV& PERFORATED SLUM METAL TUEING 12Sips Sim 0, pat "eat Wk*k w aA to colral I _ Wv1401114 nibkrsiro Mohr stub i r�bc 4W � law •„rearm .siin It/r to go paX W SprM1 in than sipk •' eaalk al lm geld 21 Maur sm i i I1/4- larger tlm ape i S Paall C • Qr= 2 mtrwt 964dool) Ynnkcr SfkAl umw sm Wd ftwomim SIMW3 wile CHANNEL Lot,ollow" bothd odo / sign Po.t r .or. 1em See tlw aarm fwlt tgr eas¢knt. Salem I MI 1. NMI& may be and Into emaely of wooden Sal Spank bill &W bats eNb lake or &W x 3 IIr lap arm Slat to lead a part' JoW far final oalrstiao. 1: Yon d"If of efprowd lmp*V*WoAlaft ad sYrt Taft mepr'ts am be fatmd an tto CUM list. Sm Kill far vdmft laaetlm s. lb Son tom 2 am gate 001 a Woad eiihin . T M. *kola. wasof far small, aslariol. rmlad an too cum LI.t. 4. Ilk.a pr IW t. apwxt.4 a 1 ltpk rlprts rtl tswlaeflan. del 16. a t+.soxd Ira tM r.Jsot .1.'Soma dti be a idrad stmaeldl" to lta bap. O 1m Kim for 0 mion, of w% wjwkt6• ■bad slip era Yam be ae pial• age tiling at I I * NOT be at bwa axe Ant be p610k11 ghite. sm tie a%= for sm too a slip msrinb fiat ON be woad for Gab apcuae141p1 sport. TwW pparfieWof TAWAWAo" Tram 4"0" Awom BARRICADE AND CONSTRUCTION TYPICAL SIGN SUPPORT STANDARD 5 of 12 BC (S) -07 TaOT II•IAE mar a. vwr Son I. llw F/p41ar/Jnaaokr dial Aw" al l umpire used m PW14610 � MUNN daL Yan I= at le no more M,m a `cram ta6oW far h mtdO d,radre ow' wrap, "f iroMdlap saaple mmda elm " •1%. 1 Ymaptm�ifwld mWmt of a aYpa gem, or Wo alwr *m efierrwle. 7lrmmylAu moam0r oA io't wllawm. Bad, gem of to mee"pe sbbuld aaaw m staple ihlpll, and wont h w4rstoad 0y ttedll. 4. Ilme the word -Won to rmfr ie an emit ray on a fra"l I..,mu Gad I No rot am to twm'egP.' L ~ re the Weida Or IatrefaFe duldnitlon all, US, 54 Fle etwni with it a Omar wbmt roletrlbp to a rdmwp. L Ihn In um Mni bdltam of a aMfldary Fab mouw lent awld be a Imllrlea T flat move t m remdrq, on" padbla T. The mwapl fart '[f�M otmuld be uud any If the matt to 1a. elat - Sahrdp "rntnp and and ly SmMni' eon " no of admidd. Is to bptn an r-ldof m hotn of work � oow*J be aefo � wralfwwk ng. L The &VI-ryhnppatr may "k01 aro at two a0tlom *kh are awll- aale far dN0loytro a tmm'pilamm mfeeflpa - a f04L Eaaa piidee may be Noptoym0 far eHfrr tar eedmide eolb a fir tM'" eseamlt ell► L Oa sop 'ilodl' mueoons a marA Moluded 1n a —Ogs TTm aeompm dniWd be Sit* barn r aathmidlid 1111IS dlaWpm" T4 pis net P "w feddldmrd (nfwmdllm a a na, m"mpy I.e., haWrp to l ire st i1r wwwaepa the eonm WA dMoI g tlw ihird I hm. It. Oe rot Yana the ward 'Damon'• in mFeea0. IL oa mot dlploy iee ""Ape %N13 WAFT LBFT' or %= SW Wpm' a1 a FOAL. [rlvare dd act undlreisd taw monupm. 1A 00 not dtplay moneopam fmel awall hrlapNNh or vrtlawly craw th ham of no 0on, 11. The foll1qawl1aapp hWw is: dbrMdlad ode and to'ora Fl that are ddoplmis fr um a a FaR. Bath we. In a Pig must be dlsWaed ila, r. aara or 0" m rot an this I lot dtaNd mot be IS. Wf ahraolr halpld alwld be of )*at to inches for troller moulled umft r taurld be vWblm from at leaf III LS1 wh le aid th test ddWd h (eplble lfam M Wool, Tie feet. Ruda nodded units midi fides a ahoraplr hipilt ay 10 )ahM aM must W, ImpWle frq st pert M fart. IL Beat Ibm of tamp ehuld a , ' -' a the message board re Mr "an left or rlpa )ustifle" 17, If dtsabI. tN Iani abmdd drhYlt to a IlleWble dleWnir Mot rill not olwm mmfrisu oro Will my a used le elrt weors "w "m Pa6 ham mdfunatlwm" A 00 do uh do d erlat of harkbr" 4wtd brm 1. veQ t l . �T.TL•Y:•lI(:1�IlT,�F4� g?llT:�l?I�'. �� v lmm ir•c��.>•�er�;�w ILlr:,z+��Li�e..)rWss tlrf^:^-;a^�ann■ :.r;i,>_ Wi)r^r•sp1�E.�ran� t .��^•.ai7lt•�'Ti [:::i!�;:� F'.•�tiS�.^r��[�il�� �i�:""J"�w[a:�a7't�l• iIIC"-.^-T�mptp"•� �li"R.^7fi :=� it11IflC^^�[33� t'cr. r^rr]L�Cll>i•T "K�I.Ce Ll• mn�^-r->—t(•7�-..,��•� A�rr tar•,.."^IW��E:u'� suL^�aMr•�Lust�� r•rr�.-: 7cY_!S'li!� L-rtir.-7m�1i::3!LL� t!;[iS%�ltlil:� L!1ti.17f1L�W<1�_i>• eS�33L•^�i•'.I�KI[re:T'�1! C�.SI��� �'Slu�'yi.:'p`r)f'ii� a^17•',^'^�f.11[i'il�. dwt�WlatigY a Dlymmmor, 1st-nmbr, 0—her, FYyembr UM MIT it Ilai. AWK TK FAR FM TK RLaII-W- Y a FJM TIE FOR sum 0AW40 OR 0elepnAL JIM SM YAIWL TWO PA[ALLFL To TIMMC RECOMMENDED PHASES AND FORMATS FC (The Engineer ray awove omher riew Phase 1: Condition Lists Rood/Lane/RM Cloure List Other Condition List F—F X MILE FRONTAGE CLOSED ROAD XXX FT REPAIRS X MILE CLOSED XXXX FT I LANE ATCLOSED0( CLOSEDXXX FT XXXX FT ROAD RIGHT LN, I FM XXXXT XXXS R TRAFFIC XXXX FT XX MILE RIGHT X FI�XXXX1C t�IC CIDAYTIME LOOSE Lwm LANE S K YF 7 LANES I- EXIT Xk MILE ROAD CLOSED I xxxx FT tF UM an in Nniu i muot be used mMp STW 11 LAIR In Moore I. ApWlankn gatWIlmw 1, 00 1 Or P. Obewee are fe be riled On e POR L Aid'1st Om far bWN da" be "Iswkd fie IN 'AeeNPhlgm 0 Gloom LleM aid— '01"f —IT—lm Llaf . 1 A tad " am be alaMfromftthe 'AWt- to TdNA~ a Trawl, taaatla4 Domang prnk4 or Aadaa RWIN 4 A Laotian Phase to rmpmemmy arty if a alwldos orlo"tl- b met Included ton+N firot pinion "lack" L It two" ore and 1n � tboy ant M ayasted by 6 Ontaea af' "all N. Eab I= dal l be 1 bed to t" OWN, and *Auld be uidmela0lWe Of MndmulveL L Far ddrm", ,Awn me rnd't1the dt pr-t dolor Is Alt "Ye. dapW ibe oahld melt ate. calendar dpe ek010 be roplawd mHh ddw of Mid soar. Idnmniw rotlflaalim ebamd 170Ldd H be +r ro "arm it onarm n" rler h Me wb R PCMS MESSAGES DURING ROADWORK ACTIVITIES ogee not sWifioolly oovwed here.) Phase 2: Possible Component Lists Action to Tdce/Effeot on Travel Location Inning List List List FORM IGHT RIGHT RLIfES FM AxXXIf X MPH SPEX OMITS RD l ZINC xX MPH USE ED EXIT )Oaf XX Nt%'i XSPED X MPH am ADVI SOUTH TO -Xx N EXIT XXPgI( Tmm US 7OD(M TRUCKS XXXXX X RUSE TO EXIT TWICKSDEUYS FM j� GWTI011 uwSODU DER M NATCN FOR WORKERS iF twa ro ANw+idiles DRIVE WITH CARE Am A4va B Notice List TUE-FRI XX AM- X PU APH xX- XX x pm-X AM BEGINS MDIDAY IAA It XX wY x-x xx PIA - XX AM NEXT FRI-Slel XX AM TO XX PM NEXT TT)E AUG XX TONIONT XX PM- XX AM N*Sao lawl todla plop hmr We rh 1. TN mra JUM LM and ALL am be hd- *a pad as appropriate. L t10o1wy OestOidtlw . W i. SR, W oro t► cap M Imhrrdlalpm0 a L 00,mkrdwo Rble aid �ahlaw aWrerlatlaM E. S. x and Lam 4.11 and r'4lood a a aprlate, L ROAD, WroueOIWT and FIGM, oa be Ielerdluped a mesons L MW so be used honked orani" agetif oebmsen_" 7. fT ace Ia WA and YNES frdwmllagad as apprry'10% L AT. and PAST Hderdlaged w rmmdm" L Nmlaniu r AIEY awl h ellmbrated him tba mm mpa If a Iaaelsm pier le Used. PCMS SIGNS W"iHIN THE R.O.M. SHALL BE BEHINQ (,IMRDRAIL OR CURETE BARRIER OR WALL HAVE A MINUM OF FOUR (4) PLASTIC WMS PLACED PERI'MICULAR TO TRAFFIC ON THE tFSTREAM SIDE OF THE PCMS. RILL MATRIX Pw SIGHS 1. Men MII 4arlm Pas Alain are L%4 fbe oJo W eon hlpid and NWNIMyMHelltty fae&a nia drat) he =Waloea a listed In Nolor Is under 'NUITME 1WNWFARE MSSm JIM, chow. L M Areal item, aloe m ih 01110'Aa flaw %*64 are repraem" drapidow ty an fM Adl m1wIx I m eipa and, tdfb Non a00ro m1 of " Dwomr, It spelI mdn" tN M WI II"IN1elb11ity romar"mt Ilated mow. ]. w1" eem001 alp" Ore repfeewtled drphleal ly a th FW 1 110 Faso top dndl I may a0lemmt Mon eon of Mon Nwtla spore re -1-11 q "d "I flatw6etNuls for, or reWm Mont ao410L e. A Ad 1 mouton FOR me be meed to elwnak d flahhq Aura Pawl ~ded It masts Ito viMM I liy, ItMh role and dl-1p rOPdremrde on KM, far the eaa mks wrvr. B BARRIER REFLECTOR$ FOR CONCRETE TRAFFIC BARRIER AND ATTENUATORS 1. ilarrir Onfleatora del I be pra0rmlinad, ad =ammo to that color and LOW PROFILE CONCRETE BARRIER (LPCB) ratlaottvty raautrBeen a at IdN-Nfm. A Il•t of preQolifiea tbrir Netlatas hype C Dell Wool am be found of the Material hedacr swima Ltu t r v r dr► Listola coop drw sham fa �Itl• Flexible Dell mama *Maya Ing g. Cola r Bearer neflsdrs abe be ol eprotfid In the 1fAl W the aoN r the r•fleatr• anal) be awtderd dsmafdiay, b Ism 5gL CONCRETE TRAFFIC BARRIER (CTB) u• le to Mae. spmfng of surfed seaud flexible del ochns C le sex feet. Athon tlr delinedra es pr aoaxmnrar's . ommdattam. Il Sorrier BefleBlurs DELINEATION OF END TREATMENTS L Wore trnfflo Is in an aide of the Nal l be s uitd In appronlRd•ly'I An all val may if location it u CIL pals. Wit alive far alladfmot w as fL 4 two 121 'Srrir Deflectors motion at each nation at CIL fly speed at am end at such brrir v I& wtilmuf Biter madd on the Bldg of Net reflector mardvd on top at L r barrier reflovhra what l be star unit an tap dat I have allddle the roflSol. an Moab r r*floative fade, as shown, in to am dlractimd an barrier t CIL r while in color to sofap lerrlr Ilofl•=fcra doll be ends T. Nenlatw Wming r Bader WtWhri to Forty q0) het. L she& f afrlaesd a CTfBdrwioml•�reftatiw rwdrar sorter ton S L Af600-11 of Brrtr WiftfO t0 all doll be pr ersNaPprar's ucwsncbt8 10.Yies fadnifol Baru bftwWa: doll bur roplapd'w *hated by'NM BnDbsr. It, ngh stop• Brrlrs doll be del fronted as down on Ilea Ab" Moil. Type C Brning Lids or mOraved aW►Huh muHd Guam a to the travel say.. PL O O 'Burning r•flddr way be rand or rwa aprt rote a nwlwtlw mrfaw mesa of at least 70 aarere Inches C1Fi ar treated I a minlea at S brrir Nation a a br sex eforh 'a raoam• wom knL TYPICAL FLASHING ARROW PANEL Arrow furls Buy be saaoted behind do oiiaing affvioa In slaw far a • o w *ouldr taper ar aarytnp taper. otherwise they doll be 4lhrdd o"n • o 0 for W do at Islas Micas Plod pri lmlr to trdfh UP *a. ° i oo° 3aarsfigl Ctrwan Me!. side of traffic. • 0 0 1. Tire Fiamang Array Perot scold be ud far at l lard closures on ouift-law roakoys, r aiw swing Notr Aonia r caustrwtim activities anfreetravel lass. L Flashing Arrow Palls dmld,mt be used on two-Im , two. B •• •• O roollwa, dolours, divralas or vark an shoulders mlw the • • o s used. Us- ha fro. i o° y. nesNrollMWota' 0ay all Oppram late sloe, Prrlaodes andhr'adher tuft. aaaral Misty that should be wood in can ton clip the Flaorted brae Pool. w 7he ilaebing Array Pa 1, should be Ohio Is *splay the foi iwlnQ o• •• •• gaols • • • • • • Ftodrted BI01f gEFTi AgBa • io • O • • • O • • �OUIRDdIls O ' mum IOZOLL PANES YISEBLLIT7 IOtM OFPAviol" T1Tq SIg OF PAIR 1A1P5 QISTAIICE Fleming OME AM= i •• B So N w ib Ye rlle C ea s a Is 1.110 • O • • • O • • • • • ATTENTIOpr Flashing Arrow Pawls obeli be equipped with artasotlo diming Micee.. Flaking CUZCO O O O O O O O 0 0 Wr IN USE, N00YE THE AMN O• POOL FINS, Tiff' NIB f_W_N 7 OR i PLACE THE AM= PANEL D003ND t»AtlM 7WFti M3Ell OR narr.a . Re IMIW display amsids of for carver hips flashing olmtidreuuely. The airoisht fine Portion display Is NOT A LON L lln ildonied Arrow purl .sot I be mma61P r alnlmte so Cos owes diming iron at lase volto w The naming rate at the taro= deal I rot be laws the 76 nr Oral then b fladm gar di ilc. Wntm a loop -an tlW sail be apprwlmhly 50 proof for to flushing arrow will espol Idrwis at 15 Pat aenp for such smseddfal proses of the flssdrted dwnra u The ees�*alai arw displayIs NOT AllONED. Ihe fleshing aner display to the WON daftA haler, the OUNIM Llgn I No 'let Oman display Nay be used during doll apratiam. 1. Burning Ilyds doll mit the rowira wts r the TIAM Z. Burning Iigifts doll NOT be Irrhl fed on Dorrlooks. L Type A -Low 1. m-- lty Flaming Nanfng Lidaa an casualty ud with coves. Tens are Interco to wan of or park a PoMnlet ly hmwxtw Nardi ingir use B aatI be eeyas India" into ~ odfr other I I of the plate la On dadodlm -FL-. The rya A Flantng udrM SpeoHPat be N6-.wisp. Txw E 4ow11ng whoramnm Prispot7d swtLq the roylzm l d gprilenMl Yohrld A. Typo-C and Trip 0 3E0 chores Sfeoly run Lignh re Inherited fo ee Iwd in a dales for del iro*ian to a pISW* oNr }nFrlo owl, 1 Mia41. Their eve dal) be a IrdtaOhd m this ~ Q*W other alra}a of the pica by'tlw dootgpation 'So'. L The Dsiwr/Impakr or to plan doll spelt the location and typo of waning Itdols to be toad led on the traffic central devices. S. pen rda)ird by the Eiamar, ben Carmen a Omit tarnish a cal of the warning lights ortinaatleN The owning Itch mnadetar will wily to w mhs Rift Nerd the rawl am of Ihe late~ llE Prslme Spesifloatiaea for Flaming and btea0y . Boning Lidaw T. wham used to as, had* crave, Type-C will Type 0 SPausp Orn Lidos ahwdd only be plod an the outside or free crvp, rat the accords. MMIM LEM$ NDlpim ON PLASTIC OM 1. Type A, flashing warning Itg~• we Iraard 'to wan rlwaa Not toy on it e , Mng or as In a Done 0lot ly Ira -des arva, g. 7ype A rawacl flooring earning I1ddB Oro not Intended for alfroation eon loll rot be Used In a srlew L A series of eequw' lot iteorps Bernina lights placed on donlising deviw fu fan o aging tepsr Bay be used for dolinectlr► If used, ton suan"I" flooring of the smuntidl Burning Itdrlas timid soar true to beginning of to taper to ion and of to m'gled ics r In ardo to Ide*on M Iy the vehicle Cash. 7mft r raft ftamdng:% doom light *411 be flooOr *har *hate. 010 wNwa to ncres. a e. Type C ad D sfaw-b rn owning 110as ay I , to be wad Ind arks Inm rs donm~P to edge of to travel law an d~wrs, on Idea dxrw% on laws ofowns, and on adho ~d)r awdnlme. L Type A, Type cod Type 0 coning lidos shell be Instal W at fo od iPm a daiatled on =hear Bolivia In to plate. L Boning lights deals rot be Installed on a drop "of has a 410% alto am or vertical pool. T. Ton mocha spallrp far warning ITghte an erne• should be Identical d the do filling Mla spming. WMI1N NEiEECTONS MOUNTED m PLWIC CM AS.A BAMINTE RIN TYPE C QIFANI' BM BWf01N.LIGO 1. A warning rrlaolr r spmneBd aonstTnda n7a' be dmtd m a plc~fP Am a a ameflluh far o i'ypp 4 Sso* pan worried I 1pa at the dieuration r the owrlrmtr aiw all -rla vAd In to plate. L The warning re/ladr shell be yellow In o lr ad doll beeeahohrd sing colon aa.lrDle appnaed Ian cows rite pia~T= dnae IdsTd' on the CNITCO. BO The warping rriaotoi deal I have a odmw r•Ira IwHw mrYow aura lar•aidel at 30 earn had now d pat* refinfrs w of I be fully rwn@Wa food, Imlding Ihe aura ern" attached to ther d, w Sacra substrata awf haw a dnlam of 30 aquom Irdna r rrNotarWd a loth 7. Ift des not bon to be reflairiyd More It attar/re to the drug. L If* aide of In Burning refledr fate apprewntrig traffic until bass dhe~ing mteting the enter ad rwarrdis~lviy raparoras far INS 5100-Ty" 0 (Non-flum4ow Priamtfol. T. pon used par In wag traffic, both BIM of the Bans ratlealr doll be refiwattiad L 7M wLing r•flanr Mould be aaN an the side of the handle nab~ I I trig iraffle, L IN endow, owing far wernied refio=tors should be idetilml 10 ion *naarli:ing Mla spacing rooPamfs. APPRQi= TIMETIC [jij vNt s ai Pl a END TREATiENTS FOR CTB'S USED IN WM ZONES End heam= used an two In seek ors dot l wait oralwor" &Nndw* a Mhed In *0 Notional Comwottvo Midway warm Nprf SOL Refer to the CUM List for ob; c and treatments and owofaDt rays. L L 1. N. L tL 1t. the Plashing Arrow Pool shal I be OOadd on a witlol•, trai for or otlrr.eultals apart. 1L A FloWng LIM seal ML NOS K i= to lateral ly shift lroffic. IL A full mtr1B P06 1st be used to slmlufo a Flaming Arrw Pawl provided It mate vIBINi lty. flash rate Bill Closing reaatr Arta on tots sheet for the am size rrar. le. innimm OOMps heldht at trolls aonw . arm pawle should be 7 fad fro con" to Nation of pant. TRUCK -MOUNTED ATTENUATORS 1. Track -oohed *"*Notts OWl used an Um01 fm)fitia moot mM the rgdnuda outlined In the &*[am, neaparatiW Blom ftomvh too" NO. = NOW M. L DPW to pit CUM fr the radlih owads r Loml t r Loral 3 7Ww i Mhr to the data shore In the LwLITtD to enawa old the iW ends th ads r•Wiraapaa and ton oralwer7NrNeae. rltrta eshonlTshed by the Faders) Nldway Addntaira Ica IFNW for 7" e. mfr to the CI CTID for a flat of sppr, 7" L WA We required on it Me tutees Worwia aMIs in the plain. {. A UK should be Used a tin Ind It oan be pesittarra OF 1,11 ply 30 to 100 feet in advro0 of the Bap of crew exposure at 4heuf adversely affafted the vrk prfomwas. 7. IN only reason a UK should rot be replird is when a Berk view is abroad does the rand ay and the vorlt ray Is m awartla dlstares fro the 11M. TaNas G�Bpwlmardgf Trmlapaitollon Trwig brdlbem aww o BARRICADE AND CONSTRUCTION ARROW PANEL, REFLECTORS, WARNING LIGHTS IS ATTENUATOR STANDARD 7 of 12 BC(T)-07 9-OT DMAMlU rW� DG'. T. (er�a11'Oo d M.en%TxDDT e'rib00flnw Mtlb}Ii1Y for_mb °49mDr- 0 i:l UO c mm b� n <C mC-3 x 4ran i re o- r r f? !it fig %I u1i a R� to Upp IVR r C. - I s a si ssj "3 Q a i Y qS 4-f� [ilia 2a4 si= 3B_5 illfi ails �ts AOgg� a ,�q�gs3 �- sag srm w mro namvo m e •ormta w tar ,nornW nw,Tv x A- - - ranllilrq f s fh_uw r L� r r r r IMSSRU ft RR gin ® F7i v stew 4'r-A00. 0 ko N n f m 10m$ (A mi � p r p r r r 0 x z m r N z v m ►-a n m V) 1 S� PAVEMENT MARKING PATTERNS CENTER LINE i NO -PASSING ZONE BARRIER LINES FOR TWO-LANE, TWO-WAY HIGHWAYS to 1■to 12' Type Y buttons 10 40 12' Type I1-A-A .0 A 0000 a oo06 a coo a Io o o o sO�a O o o nc Yellow YellowA a a o o0oso0o. o 0 0 o FO4e p o 000eoo0c Type II -A -A Type T buttons REF=CRIZED PAVEMENT "KINGS - PATTERN A RAISED PAVEMENT MARKERS - PATnM A 'y 4 log, �` YeIAOw REFLECTNRIZED PAVEMENT MARKINGS - PATTEN 11 Type II -A -A Type Y buttons a 00�0 op/.000a O�Oa 00000'OOnOOop 1 ,100 aeA.000p } 0 0eso pR OO eo p uepe C> Type T{f buttons 6 to 8' ` Type II -A -A RAISED PAVEMENT MARKERS - PATTERN 8 Pall" A Is Ue Tnff Standard, h� Pattern 8 say b wed If oppomd by its Enpieeer. "a riaaM mrlltnits m tr.ahatllu)ed for refleofa lael pm@psI = FAMInGN EDGE I. LANE LINES FOR DIVIDED HIGHWAY Type I-C opaeopoo opo oo00ooa J000p000p000pcoopboo0oco0 I Io MRlip ,ram ees� eeee. a� a 0000 o **0* a n� 0000 Yellow *coo o�oeo Type I -A oo.e00000000eon a e o OOOnOO nooe n0 eiln o o o o n o o oa 000 oop000p0000 000000o0000a000aoo o0o0000000 Type I-Af Type Y buttons� ,,I� `✓ Yet lay — White'0000 0 oeee o 0000 o�\oeee o eeee o ,,,A1��n bu~eAs� 6 Typp �— w Type 1-C orII-C-R er���ter.ome ea'oeoa000nc000000a00000000000peoo 000n0000 REFLECTORIZED'PAVEMENT MARKINGS RAISED PAVEMENT MARKERS Pref®rloI WtIri a say be aEstitulsa for rdloofarbad pm mt a rkInGs, TYPE I-C LANE it CENTER LINES FOR MULTILANE UNDIVIDED HIGHWAYS /1. �. Wnito.0 — \Y a fTypO W buttons o 0000 0 0000 0 TyW II -A -A oaceoo o cocoons ec0 e0900 oo e0eeo0s00 o }� 0000 0 0000 a �/ Type ■ buttons Typo I-C . 0000 a� 0000 0 0000 0 Typ�,e/ Y buttons oc 000y s0000aooen000ae000 o o o a Co oOoo.oDoo 0000 e,oeo en 0000 0 0000 0 oo,eo 0 Typo I-C ,,yyam� y/ Yet low Whlfia REFLECTORIZED PAVEMENT MARKINGS RAISED PAVEMENT AMIRKERS PraMbrlaaNO mrrKlttpe sMr M aesfituled for rafieckriad parent slerkltea TWO-WAY LEFT TURN LANE a —'-White" a — Yet low BEFLECTM12W PAVEMENT MARKINGS Pnfabrl,ated amkin8e eon' be aWtHuMd far rNieotortad paVavmt evklnIle. a see 0 0000 �Typs a eeee oeee a eeee a W bnt+O M Type I-C .0 oaeoeoe a oa 0000000no-000000 000 p coos 0 0000 oe00000 0000eeoo 0000 a 0000 a 7yW Y Gt'tOns Type II -A -A •.`0.00eouo oce-egOeo Rao oo Oo°oo 0000°o°o'o oebo000 on O coo ° a 0000 p opo0 oboe 0 0000 0 �Typs R \ Type ype 1-C RAISED PAVEMENT MWPS STANDARD WORK ZONE PAVEMENT MARKINGS DETAILS M)' ' 3• Type 11-A-A Type Y buttom o to DOUBLE r01 o 4 tp 12' i.M o O o o n o N some Ti V O 0 o 0 0 0 O d g o 0 ND -PASSING 6 4' avurtanem LINE m 4 to i2' 1 MISSION Yal law suw Type I-C . I -A or li-A-A II or Y buttons SOLID EDGE LINE ""Type "Wow 0 omQ 1 o 0 0 o n o 0 o n o 0 1ee OR SINGLE LINES NO -PASSING LINE , 4' While or Yellow WIDE Type I-C Type W buttons rtw �• - 3° �0 a o 0 0 o O a o LINE e flopm 1-2. 0 0 0A0 �a O O O a 0 0 0 a 0 0 0 a 0 sot Trl a e• e01.K10e17ID a 0 um Lm s s —s Le sc tsm m uanru uc ettetoeJ --�- ta•ows b+f+a rum MOM Mee. 0000 c 0000 0 `0000 �10' - , Too I-C or II -A -A 30 / BROKEN Y d Y buttons LINE n o0t ants. to vuerut slnm� 0 �� a ,mow lhl+o or Yet low Type I-C or II -A -A Won rewired) REMOVABLE MARKINGS 6. 2 S' r..ej WITH RAISED ® --4— 30• PAVEMENT MARKERS If raised PON W W10 are used Raised POwssent Markers M gpplasmf RBaYABLE arkltge, tie aorbn atdl l a opplld to the tan of the type at tee alwraeisam rid lenplh of tore umd fan brel" llnm or at 20 foot aponirtp tar solid flop. into allows m emler 20' 1 1' amremoval ofrotaN pw�st evku am e Ows only - not to be umd on doe Iheet Roled poramtt m~5 ura ws slat0sal am"mrt mrkl p Abu I be frm tie anprwea p00ots flat OW no Ue nesllrseatte d "a 672 'AUGED PAYBENT AIWO'rx ' IG Dv~ of TlawpG AsMiR Trom cimmomer DMeiss BARRICADE AND CONSTRUCTION PAVEMENT MARKING.PATTERNS STANDARD 12 of 12 BC(12)-07 F d B WORK ZONE PAVEMENT MARKINGS MMAL OF PAM= WIIR1MSf 1. Its radrwte r atol l be rosprdlbl. far mbdclning .ark some ad 1. Povsrt making, flat we, na longer appi to blo, could a cols cane - existing pwsrt awklrq% in amcrdsms NMh the aim o gmtfi- aim or direct a notes ast loud or Inks its closed portion of the E actions ad meslal prarlalars, an at i rem moss open fo traffic roodeir, call be remrad or obliterated talon ih roo&M to •pe► wilin tlr CW Motto unlW ofterwlea Noted In the plan. as io traffic. L Color, patterns rd dimensions doll be in amfororm with the L Time abre 4W 1 not apply to defers to place far lose tom two, *Tom Martial an Uniform, Traffic Control Devion' IiWFCBI. weeks, son Voodoo o w sufftatad alppptigWo dolaea are umW 3. Additional viol 1 wameht corking delotIs mr be farad In 11r In Ilea of ratings to outline the detour routs, me ptaor epselfimfta� S. Purse aiakiMe cols be removed to Ms ful test extent pamlblo, s 4 Pararrdh► saklnW moll ta trstll led in a000rdor w with to 7141111111 so a not to teon a dlaorrvI Is raking. This dell b. by Off rtlod h and as epoch an Me platy alp ovM by TxW Speotfioattan Item, 47T far 'Elidwfing Fsiating iS. M do a two avklngs we required an the plan, aim 1 two Passau Markings and Mains'. F markings doll mAaan with ton 1141I10. tM plan and details as 4 To rnowi or pawoeM vkinpa say rewire resurfacing or sal • eltoar an Me Standard Plm Sheet cm7m. socking, portion of to roodng. 4 am staved pavement mo kings an net in platyd e the soft S. Wave to Me approval of the 6gfnr, era sNOod Mot prose is be opened 4e trstflo. 00 MY PASS stem, awl I be ar.ofad is eat mmomful an a particular type pme t& say he uset the beginning of tie mottan *we passing to praribltad, aid S. Blast clearing sir, be used But mull act be required union opwFflwl- PASS MITD CAPE sips at the taglartrg of se0tos Sloss iapassing ly, dam in ih p1an. • is perad"" 7. Overpolattng of ton arkhp SWILL NOT DE peolit" T 7. All work wa pavmarl m#Itga moil ta Iwta11o0 In aomordrw B. Nwonl aF niad pwemt awM m ddl l ta oo diremlad bP ito vtih ]too 662F 'Malt Zoe Pwslt Nrkingm.' Enalmor. 1 a. spool of misting gammart erJdan ngs d Soren all I be paid for Bum um mIS directly In a000r . ■lift Team W. 'FLINIWTIIC EXISTING PAVDEtT I MAIW110S AM MUSOS,$ unless aftwelas stated in elm plans. 1. Rolead povemst palm coo to M placed a000rdirp to the goMerie 10.Bl deR & mrRtng taps say be Lead to cover oaMttoting eplatTng l an DCOV., mrkbiP for priodsieda than two, make, arm appaved by the Engineer 2. All roloed Go mrkrs used tar work van morkings shall act 1 Me nwilranedts of Time W. 'Ba1SED PAVO W NIV IESS' ate Deprt- i sofa# IMarlal Spodlfltdttah DlS-41700 or UB-43M PIFPAMCAlso FANCIEST Wmm 1. Rsopio prstaD 19"" ponoieatpgklp deli mot Me r*Wlr lla of BLS-BNi. L tom-ramwbis prWdrII M patasmh vbirp 111611 bOW shell aril Time rowirsda of VA-U& • tw11rABDls NK =19 PWBFRI MSM j 1. Its Crdradr at I I be "a slble for mWalatrg wort raw on srhtap within the work 1 ta1te. a. Roils late po mmme1 serklngs poi I be irmpeoted In aoamrdrtam with the fn p mM and *W lisp roWl so mat of work mane traffic card, I dories, Irrpeoflota as required by Fan SfO. 3. Th srkbp simid provide a visible reference for a minter dtatmw of 300 fast dying normal dtyl id» here and tar fart .tor II lmitdted by awftmW to low bow keadl folds at night. usloes sight distaes Is as loied by malty gem! Woe 6 Norklocis fatting to most TWA criteria silliin Me first 30 doss after placement del I be replaced of th maram of Ina to oula as per Spealftaotim Itm OL TMBporwy Flexible-RNieaflw ROad#CW Mttrkar Ta11M TOP VIEW FRw1 VIER SIDE VIER �e�yt� f lat posting A�iVs pod awl ly con loom 1/4' and Iwo that 1'. STAPLES OR MAILS SHALL RDT BE USED TO SECLIRE TEMPORARY FLEXIBLE -REFLECTIVE ROADWAY MARKER TABS TO THE PAVEMENT SURFACE 1. Temporary flakibla-refleative rooartpr a~ 1aM used as aldnoft doll set the roWlrmom I of CW-824. LL Tata detailed an leis chat we 4e be Trepeated ad Imported by the Engineer or designated representative. Smolt o ad testing is not normally rprin4 Irrscer at ih option of the Enginsor, slow 'A' or 'B' below may be imposed to were tptlity, ImW piaosrt an ih ro `us het live me, or aro tabs at rm dam 4m each lot or ship mot ad &soft to fte Cons option Revision, lkdertsts old PoPsut Section to do me m mpedlflaatlan mWIlaoe. L Select live W tops ad pairs elm lot lacing isef. Affix five IB talk at 34 Itdi Istrvols an an aeswltto Foashl In a straight Ibe. Wing a eadim ate pseestge' vehicle, or pidmp, ran our ils mrbra with th trmrF Ina nr tires at a roped of 35 to ae altos par Ina. fair (41 time In each dlrectim No norm Mtar ate (1) art of the five IS) reflective awfedo del I be test or displaced se a rests at ibis teat. 3. col I design vrlasw may be lude0 brlvem top MWofaofWW mL a. Sea Standard sea} 1 ZffM Ir toe pimeamt an'W parmrMa. sm stoxrd Shst Tw(T-I1, far top Pimedsd an seat ant vmrk. Rolsed PavwroM MDrkera and ass Duldemorlts 1. raised pomw ear kra wed m widmwsa alet l ta frw th ao ovod is list, and meet the rayls. a of O S-a20L L All isseml cretnsttm ralood payshf mrksm provided an a pro- leck dot l b. of the scot manufacturer. 3. Adestre far gutd,arte shall be, bitalnose pohrlal hast applied. or tMyi ruler pod for oil srtaoos, or Itoump atf. far canasta surfaces. Coldsavts dui i be dol, A an VUAAW - tic a" reflective surfaces w11et *Iw body). MITE - er silver raflackive s rfoo with whife bra. euvai1ENIAL MATERIAL SPECIFICATIONS .''.., PAVMO I AMM IRFfCECT01BDiDI O16-eed0 TRAFFIC BYIIQS 00-4700 simu MIS AOIE.SIVE FOIL PAVOEIiT MWIBAS BLS-CI30 PIUAN=TED PAVEkw WDKINCS•PEIDDIFSD Q6-R4D FWARI ICATED PAVEMENT WIEIRIS+ MAKE IDs-u4t TflFORART FLUME-REFUrTIVE pO MV empa TABS tiE--RTQ A flat of pnwdltfled reflective raised games cartes, 1a, flwtiva I of to buttes, raodray a~ tope and other porsawt msidngs am be fai d at the Material Praaaar List wob address plan an Kill. STANDARD WORK ZONE PAVEMENT MARKINGS DETAILS PAVEMENT MARKING PATTERNS DOUBLE' to mr GO• t 3• Type 11-A-A TYPE Y euMam e to 12• A. o r�o p o CENTER LINE G NO -PASSING ZONE BARRIER LINES FOR TWO-LANE, TWO-WAY HIGHWAYS Gem T-0 0 0 0 13 0 0 0 O Q D a NO -PASSING e' to to 12• a Type Y �� to fo tY• TYPO11-A-A a' N1aw a to 12' } }0000000�ooC000 LINE taamm 0}0�0o e` 000 n0000a0e0...°.oeoo 0 �o o�:%*0oa0000a Yet iOe TellaS E> Yellow Type II -A -A Type Y buttons �� Type I-C . I -A r 11-A-A TyPe R or Y button. REFLECTORIZED PAVEI MT MARKINGS - PATTERN A RAISED PAVEMENT WARKERS - PATTERN A SOLID EDGE LINE �„ p o Q g p o O o 0 0 0 o a 0 0 r.� +I M- OR SINGLE 00• ^ 3• LINES NO -PASSING LINE I a Type iI-A-A Typo Y but#alle 10 eoem � o0a �000 ooDoo�O000eoaoo oaoeoo �.0 4• White or Yei law o e db o o'2o 0 o a o coo. a a aso. T Ye IIOSI } e e to 6• Type Y buttons G to S• Type II -A -A WIDE Type I-C Type W buttons .e1 so. S 3° Ulm � 0 8 b p O O o O O O O p O REFLECTORIffA PAYLLENT WRK11g5 - PATTERN R RAISED PAVEMENT MARKERS - PATTERN H LINE Yq 1-2• �p 0 0 0 a a 0 0 a 0 0 0 0 0 A Is tie SfeEar4 Mwver a nary b. uae0 rf oPpnwDd M the Fn0lmor. A ur, oaraa s ua neLume, "ab" tflos ft i. NYotmr roolm ma kifge qml w. eu»fr+Dfm Nor rot IaoNorlsaq partl•rtt oprAinne . o.nmm� let irm m -�- noo.s i uoaoprr laa mupe.I I White EDGE M LANE LINES FOR, DIVIDED HIGHWAY Type I-0 e0'tV �-- —^--�i 4Q' 1 3• r' 000e0000000000e000 o�eeooeooeooa0000eooao'000 Rhite G� 1-Ce Io uu �q\ eaee o e Yet low /1. �Y o .oeo a a�v oeo TY" I-A� TYPo Y Wtffane oaaooaooDuo oe0000a000000eae0000yg000000eoo .00000000oo 0oob000vocc0000000a00000000000s 'Y TYP• Y buttoner h/ ToII.W YRlite� Type I-Ao p Does oType eW bNitalle000 0< O--DeooTypo o 0000 p 1-C or0000 ii-C-R o o's000000ao D o a o e O a o o o a o oeo o c o a o o o o a oa REFLECTORIZED 'PAVEMENT MARKINGS 99a RAISED PAVEMENT IIARKI]i5 t Prtfabrlaef.d mktNW nq be mMfHWm far reflmma ind pev.minf M rklnp` Type I-C LANE G CENTER LINES FOR MULTILANE UNDIVIDED HIGHWAYS White X— .F000 Yet lawYOtite/� REFLECTORIZED PAVEMENT MARW111W Prafabriaemd Ra1illgs MV be VJMI hilad for refieohrind parol0f mbirep, a rTYom W bUthM 000'o o e000 0 1yma I-C 0000 / 0000 .. a Coco a 0000. Type 11-A-A e0000a000000eaoae0000000C000000a e000eoe00000000o Type Y b"", e0000,ea000ago V' o,000ea }.0000 }�0 0000 0 0000 0 ~Type ■ button. oeoo 0 0000 `Type o eo.eo p RAISED PAVEMENT MARKERS TWO-WAY LEFT TURN LANE _a a —�mtr.r — Yellae— �ATlta�r_ — REFLECTORIZED PAVEMENT VARKINGS Pn Wluoled mkropa my be eWetlfulod for rstleotwfud pateaee oartllres, a a eeoN� a 0000 a D000 � e000 a 000e a Typo W button. Type I-C Do ee O 000 o a e 0000 o oa o-eo a o o 000 0 ooe0 0 0000 o 000 D o oo o ggqppp eeoo 0 oo o o e eo 0000 a y% Y TYPO Ii-A-A o°o ae 000°.0000°000°0°s°os .0000°o°o oq°Ooeo°o°o°°000° }oa0000°b°D 0 000 0 0000 0 0000 q\ oeoo 0 0000 o Type W baftoro Type 1-C RAISED PAVEMENT MARKERS Mlaet �-�G-3a 0000 c�0000 a //0000 �` BROKEN TYVe I-C Or 11-A-A / Type W or V buttons LINE Oat mlm LOt Mgerl i ue Lamt y1,AaI0I {�30'� �"•* @Itte or Yet ley 1` Type 1-C or 1I-A-A berm raauiredl REMOVABLE MARKINGS 6' 6•' WITH RAISED {.-to- —4-- 30• —+I PAVEMENT MARKERS If roiam Paveuom ee4ue " toed Rateed Pavement Mo lows M egpleoalrt REOMGIE mrkbge. rho mrkero Stall a ePW MO 1D NN ten of 9e tma of the eppraft" Old laeGlb of tma Died far N 010 firm or of 20 feat epoolno far . Solid Ilr^ This at Ion al eater 20' ,•, t' oaf rgfoM pmeoM mWe CNNrilm Defy - rot is be wad m Wdo Ilene Roiam PINION a Soso a Orb as Stan mV ow"mv* eM*lw oat I be tram ilr approve. osanfs itat and mot tie rpirremna. of itpa $72 'RAISED PAVEMENT MMME L' v Aepartmerif of Tiaapp Won rrom gwwmw Aw" BARRICADE AND CONSTRUCTION PAVEMENT MARKING.PATTERNS STANDARD 12 of 12 BC(12)-07 w..,..__,W..,., e,,...� _,_,�.: 'd.„..,„„...,�w '..,.w_,...�..✓ 4a.�,...,,...�d a,-„...�,„„„.T «.�...,..e.,_,ewd %am.� e.... ,..a�.-,a ��,.� »a»vi M, ,......A,:w .....,e.....,m .., _ .-.a ke :.®` +. _.,. w ..... _, w-.ad .._. ...._... a J pA M T �. I— IN •�.nj M M s•' � m s ,bad S S S- Stir � = =' Ooa f $ e i " ..YES B 0 �jhg OK 1HU UP �1_s tsi Mao 6 g =dA «--« sass$ $-k PC �6-'��E���g Ix€$ '" iso�s A a t i i' a id ^ 4 af} tj.s i i d' a �e w RTie+a+'ai�'t:lat �i+� b�uij:wi�+3'.owl, w► +�a v�+.i v�v�i� :iw i� :in o4I aiumuo 3 NEE6 S S S- Stir � = =' Ooa f $ e i " ..YES B 0 �jhg OK 1HU UP �1_s tsi Mao 6 g =dA «--« sass$ $-k PC �6-'��E���g Ix€$ '" iso�s A a t i i' a id ^ 4 af} tj.s i i d' a �e w RTie+a+'ai�'t:lat �i+� b�uij:wi�+3'.owl, w► +�a v�+.i v�v�i� :iw i� :in o4I aiumuo 3 NEE6 M � d g N l t1p ! 'Ski JUN r ib aim bil sas is b BR a� �Ilgs .b s Mel i2 CHI I V � va' ol sit i E 9 w 1b k — s _.j lHEUJ wall ht bil E�i a! _$ -s i a$s$a $ & ab s $ a g"I!Il k$E $gad Fsq�$ I (s 3ijq lid Jig ebb Is - # I is tip �a°ti a=EqgE Be fill 2 b8€ R F. J �6�iQ!�i f gg�E •i�aE.�� }r��dC� �ia��$�C$g �st Y°Ft� sL��l0e3 1111SI b��'s�`i4it i fi8 I $aiff s` 9ss 3 1 + Hit 3 d 3LVO M Rlw+gakgl���:a1 ..°l��eaV a+l�t�1 . .V �a Wuwwsil G�P.i� �IWOw �P':ii 4nUrcaa :I II. goo RODS A. I111RIALS 1. Alt proud r'otlr Irertallea at @IWWI, Iloludlro ayplsmNal llyanlro proNoflml gasp real-apmHt. b F on Plana In otlr lomtiar inch an anla eats& atoll W eeppr ol. o. UL IIaIe6 Rrat dntl W a dnlsus dlasehr ' of 5/1 Insh IN longOwl el I beN a n10fe s of A et. LarOlr alasslV r tarpr Ionngth raft obson,at ad lea for In s spml:la IaoNls, w Ills I.tvtdml as Illol . L Me" rod ataipe aril be bs listed to W In ailw dtroot mrimt &lie 4110 soil. tern aamrose eYmamlt to rowire4 *0 alap &hell be l land far aplwNa ehesanM L Cd61NN I N IRflmS I. Waved raft Towelled In locations such a pole ben., h prwiW eepplanafsl Ildrhllng prohoflan IlneE not W In" to cadol4 with too m1I. Wsrw cal lea far to tar plan, rase aoY be traded In mIl r aamrase r aR gadlrgFlai of .01 ad mwow won concrete elsose• too onnotlan N he oattletor to the rod shell W readily eaaeseible far Tnsesotln or repairs. Ito &Ivan Into on m11 the Naar ad "it berods doll not lamed In The Own drtllsd halt do a thew polt, bsfesan 2 io 4 team filar finished peas• Wined L Crum raft ableI 1W tW*11W TOO IW the WWI Willing 11111111111 rad'o part Isomer Ts Inetat lea as befog tog WW ord, L NanoaNWflvs aoN4ge oesh to mono -a aplaNr doll W rationed fro Ilia nod at tls elaq temtta k 4. NaNung of lidntoing poloo good rod wtrr WWII W M.an WhO t ad Nralyd a poseWf� Rlaf& bends on rmfrsd May awl I have a William radius of for Indian. L Want SMIIIWl lY m11944r by tla plan, mnfliM elnd far Rana nod wirse ,11 W net-asta1114. fleas 4fal mnariM ors apsdfNa, a Qaedlnd Oushlng ad properly glad boding papr'swlI W rpvinlsd a. properly Irortallsd an soM ord, 6 Iowa rawly bell l r a 0011E rode bNtan to WM$dred when driving a gored red an Vo herloweal !r Wo plabmnl eepaa ` Is too only viable solutlary rltlrt sdthorlmelm arcs ton Bgtow r sun W ataabaa. NI Ill. UAW Bill( ! L 1141E11AW G 1. 14auta hew IsdaQs Iron K alnvn alasdlra. Larger grog L AT I gaud below and aavrs i Dearer c d earsmaoflrr's no ]. 1, dell be W idd dal,. e 4. Gaut& boy Tara A, 0. C. a ! a rand wan.od aorra In baeett laaH flbarolao of awl dot l have a minion i elan ratio raW plant& I b. Ylnlmo holds dentition Type A dalI be tt.S faih E Tip. e i ai It e is:525 IwdW trot lypw E dmInd u be IL6 India 0. lotlan 6 amid bbrao ahall gilitieft 0, or sal lr dal I be pallor aot,eto of 4hs gyps rsatlrod by IN dsmrip"a oade data W m slam slandurs to IN plan. gt,eesnuY Marked ali r by lopry r bY.penwertf log r1111 a0nmoohar's ea"I WIm In the ban anti be a IgM 40 train dirt. no 46e got lowing rowlrmwh p ddred Iran 001YW mprafa roblforsetl with aatinna atrads of woven or mailed r pelYaa• oagnh awl l be s Iran &ably&& polY..tr real% will aid apmwpam, vo Nnn/111 of if.= psi. IMiypr marsh omdolnine atrapged flbaglan Or flWr oOaMf ft. eddlb it tagM R depMas dodo l V4 btls flange. eve a antlro of NOWilhba ton 1a In lk by 10Tan agoo a fast longinga m 2o,aaa Iba soon a to lenh b la lids -tood aniars no tnvaganndeid IaOsralary at, od1W by 1'es-tlmmea NI Mrdrans aril be stainlem Neel. Cover stall be &sand a!•tshlnhq e. shell ruiofod a sanloa of TO I}-tbe. Gauw doses amtolNng rlrtng ter troffie NgInH thou W laWha, commit, maw valtags Tram. slow. Ihau10 been ssdatning rhrbq far Illudnoftan opts doll be labsroa, Oagor Nays ydtapa Ilhsinotra4 Gard betas badafoloo Wrbeg for1raHle anvgsaslt syalast m011 W IaD►le; 0anlge' Nldl Yolipa IYoffto balso mllotolop rlring fr Air 111MOWkn r vhM awl I be Totaled, Rag& Well MIW SSW IIWMraftan. ground Taxes ng for e, No7AAli ollerol�rl NWi fll ateVaP lTs thar1agoo19eol.--in Itlmtotla% powered min"slmal sleatrlml servicL CONFrRCfta11[nM ® I. Weanp Dias deal l Wan on a R. ion GlntmN bad of otgso!- IFM 314 , an to 2' In ale. Agpepats doll be in glove polar Is setting ban a. aonditfo 4114111 W aappad. Aapl grovel r ding 1n del dal l be rdeovo6 L !wn'rowlyd by Ilan detrlpflw maid►. oo.frloflan r an ago sselro d gawd Dot InblWtng oornoreto a. rN11IQalro Neal ehel l rot W ww w really AIM ddl l W nWtdlary to flan praad tar. RaIlRerotro aHAI aMr W field bmrt. Al~IvotsegybaoutLln llvsanra111pNniypa e engage WmiN Haig tsfMw •Mopverlarll W o.t In plow A If. Wthln iW lim11104,1111t pro7en. 'Nr Omvlrmta' mmi uNllsa m &ailing geed Wa awtppep Wth a rrMl ant" ilr tolrlreolr &hell Oaid 41M deVr i011N gralwdllg 0afdm10[ r1M o 3 fin lag f1a1bH aMdlaed )I/par tom as spa a too a(NDr7In10 tub - Old Nan., Ian Wn�iatroit gel earlylN 0 t plural 1plfN o/annlildnm�9iitY ode priplrn It1ieWWk A. Ilwtllre era ~ grand boom rug otol &inane WMIn tots prole( I lobs Rue rot lrneled In itp marapf. Nan later sty allot ton Cavlreolar io gaud Mr aovw+ly, dselmgfgo, od IdanitYlro tom agml:la hmma 1. Wligne, We wre.wi11 W polo far goprNaly. ' 4. Tndlrflan fa �fol goad. bail craven dint 1 W mope usbg a goo good type Irmi. Ib.S Roll ft Too &reel 10 In. ITYPI 11 M t� 2 tM1 1- 1 2 in, N0. Y Apron Clow w A R.1 Too Too stool TM1 at, , yp:) Ground ill O 4A craindm �s;T f 3• M R" J ltsmhtltpl� Grand belt ' Candult r Bait omW Rigid ledge SECTION A - A PUN VIEW APRON FOR GROUND BOXES Ilwra rMir.t Ill final patfln of ad N oeldllf 0w17 erg eomosA err-wtf 4he tllataaa to Nr alai or boon gpwlla ihe aaWl14 way: 0 Plant grovel 'laid&' fro bag Ina 'In• 4111 bat arwl 4h Nla roe avvdddl On 41s Interior lalmllof the bar. 01 Iraf011 bribing On tong WW ad of 011 sale. !al god le po In ftdbook amNot 1t b ay ad all Mlearohated aaenola WWten again beean el l eaidlhte m as 4o allow for given Isdellnlm of &AMIGA. lY AI I aaAilie shall be Wotol1. 1.. a roof aarYmulla moor. M AI I a0lndaM Ioto11W to 1w golwid boa awl l W &mina aNr eogiNln M oaev0nolar In/allptlan p00 sly rewitYa pull fats. Ell loon: alnl l rot W used as vela t. Ibis fr h' %I r Ih &sops ter hao6 l N 11 For cavar logo on TII.A.4.e PUN vlEw 12, nlrl. 9' Gravel 1111 to y IT p7 I SIDE END GROUND BOX COVER GROUND BOX COVER DIMENSIONS BOX DIMENSIONS (INCHES) �- SIZE H I I J I K. I L I M I N I P A, 11i E 27 t/4 2i IS;•'i f3_'/a. 8 ii s K 1 2 cb9 70V. Son/i 1 17% 17Vr 1 13yi 1 93'. I I% 1 2 S/agrmHlan (Mesa Felts. cut 6RIXIC(L SMVICCS WO TV, V. NSt. and and a lw Non fix lu e.we.t ptee a Oawlw aw s1aSto m oiootrlal eirvia eolrisiw subrdtMl.agoa"IM pastM T O o-011.b' el'1. eplies M MowaptW W prodd. ratartitl as aroeear oolI 1umtM to the states hoc WaTadta r alaadaw din 11"l. Atim for OI I laalmla olwlri-I ,malaares. Ew1 aw 14.r owner pwory of the T amlo eh1/ lot b ererplad wewfi.t Roder en prwlad veld ail mite w 1rote1Ns 6a ftl led Mt. AT I ortlllen a d eomarnts In et.p !wilt pmole aw aroI.01= ehal l b aro Ones bea aintwc 3/6 • in hidd. 164 IXN atI 001 Insideaa Inside ten niere, nwrat sdied frant trip, awapF that idental ionic . e.e, blta s.iwita0am 11er4ew. stalntw Hal sip be Sees. All String ad eapaode I far 4erlri0$ SWISS aa1,01.l a'e W I I be w M& page ce ties wtrr Tha17 only bf 00 Yen .ahmed, by ib W. tyty 1 m ehaC Mraw m th I b LL Ltsil bevy duri 0 In 10a wit. 0#10, MAIM o LL taps h 1nla.n as eWlpaO I with enel l b I to ft O in tl -wilt- aalf lox 4 4 B. ant T abtt b a rdrrfiael IY detetia m mlp r ®0l. OIM urv,lSe 1yw stni I 1, Mal t b Shot hot I shod a one Iw t . etanea lnternwtlro des tfr ro l-t o ame-aid Set It breoedra Mail el ofor a etnol in ties elaoerlai Service stets Tend. ands erodre th paNbasa dhOl l be .Ialulwly for Ns, rgy Mrk d td love pall" In 1r. Wdif as blH,an ".lr� Mau b paTnwYtY and alo"t7 .ahle tdnwtitylro 1h 01rWit ".Tela afpiles Ciratt atali tew be LL Ltefaalbaaas WII cow capper Sur"- a mange or A ~Palo mom or cad Yen r.allMd SIT be raw dD far Service 0Wilap. nan lAhlI not or eaaeed LL type if 1 trrwdra tic aalom ontry far .oralit mtortnp tin Cep of *0 mSiaNw etrmat trossero Shot I s atnll beLL LiTtad. IS *DPW or.ttminsabinra, all Oilier load opdars will be 400W but. only. LOW WOW will have 11 be rated fer service s0eliwni. Dutosun 4111111 ore LL 1s116 311 Olegattaela. Lea ender" Ian Ow dt entering the tip of the Awlas re..;Wad* brealare soli be olms,10 taps only. Ice idato 0 madam of 6 on -moo 6reawe. wYa�� iOtd a�drgelerahw trim M artteh qw doll an tlradl tbbaf�tim. nlmn as d6wrtb0 In,prTropap kill thin required by dlosrtptiw Soda. Apaah eaimrWe WII raQ.nt Vtti. 14 owrpF Mat.TpaoN awiasw stn11 sues bq 001rwi aaettno love, Wed at 1 my Wee Point. All ealponl eee b Iss.ted In atl aoloara 1n.1.od ott a, inn moo - 6111e VIA. velars a Type 0 Sr T service to p adds- taelnaled -0 b1a/Y dr.etnge w required a Man m IDIs1 V13t It stall be allvred bolas oaplrtlen a So verly M N. Caine" to Itw a plashed within tine Twllor aataervn...wett dap not sntor the beta can of e ravioe —I— partrutiro Ste-Wlaw,t seethe P—L FrootW p. o 1.0 6w.h1oG m ell -101 aalalt- taadronInper te bmro to .a'aelding bull, aroMha WNtne IS rat /poked when ten OW of ten dStOI amtwt IS ehted StM a owlai* sulky hub W itrma6ed bps, ..in ee a Seder saw EXPLANATION OF ELECTRICAL SERVICE DESCRIPTIVE CODE ELEC SM TV X (XX ADD XXX OM XX OD service v type —� Swta voltage N / v I ��� 0tamv.o1 lisp iblhm lam Indlaalw win imp mly) SS- Safety Itdl ohmd of eager 115• w eWtrh caw of pin" awfor an wta nWtrad fnotosVC YX CS- OaItatieedw e1an1 lases mt9Ylll, Dl a. sNalnlan Idgt AL• AtCminue. _ Pho?ocelt 11a6dlfg Lowtlm T• Top or pole E. tlalde asrvtaMspsatr ewl.�re V Umft%n Immor" IS Ilbne Soria Support Typo OC- Grmlte c.rrasin Do- air .artrade TP- 'Flow pole sP- steel pole $F- $teel fr" No Pole by olhra or fold Is, seporotefy PY- Fxtettnp pole IS- fe1Mh ass to be Plead m traffic st6wl pole RM1 bbtepallor sfnnting PS-. Faaatol Srvim Wa mt5)VII!'0 0' omissi s wevloo U. t dayramd Servta r ' ilkipl6r 01C SEW TT A124Af49Mt000M$S(C1OC(W Color cods 6' length of neutral catdmhlre Insulation with %hit@ Man .flue aw kaw 1 exits the Wpoth ho" —y I`IL i Bmaalrraal b�tm NeutralSwiss" idw ehalnnre nWtnd O , 0 . 10 �- t �' __- 1 - Ciw 6 Dol- Might a roW Ira" Standard 3-prong Proloml i I;adu{i murliro Olt ton at 2 - Ssrvla rimy iron uti Ilt7 oaoPglgf Palo to a16Cobe O tattabd bola walherbedl Rpeplaole d omthbtetrat, rip off Shia 3 - Service o... old esr'vta and "to", t Sirm1Y, B•Itne rayltfd 0Y alKdna 0040t"UlC1 a" or og al) erriro ullltty is$"too Doles - Safety when haen rsadTeel Type FIT . Bata�nelow """••- t� �— 2. 10 6' T • nd 6 bare 0randina alaotroda 6•= Within 6' to B- 910411m1re in i/! ` II M eand t/L • PYC 8• of tap of pot* ►olyd of aehdoMf moo- V2• AM or IB to 20 fesi 'M be alw a - V6 ' x Jr Cow elm d Cardult, blind ofinished WWWAr MW aroma no - drive rand rod to prWiee I/2' grade or as wimpiatwiy underground unity adhroiw appoa0 M'tiw Era to 1' .learorne directed by f • eel anWlt •war 6Is ce ol nrmall Dsteem pfloro- Elgirra•, ales cirmit Itonduit. ant I and pole. an of logged by IQ - RmlaelI ad gaMulf - utility ccmaly o If top oand"a. Provide PD 1-ram, Get Eteahrial 3atvloe 0" and ire' t0 1' 11 - Ie.rl retpirod by iliaerviro Ott Illy provide bo7 e6 aq copper --.Serviggea atoorotwe Iran oCd ebls• Sup, airs free bale ton to pole phis, gat t to bide crop as, epees, all" plats, 1 nolwt aaidafer M a 1161ab of TOP MOUNTED PHOTOCELL B tt man finish fray Foie be LI�IIDTIGHT FLEXIBLE Coldrlt nppsf seeing 3 feet 11'm omiceuret 6 feet na4 S feet AB:T.AL CONDUIT dLF100 or Ises above III ON lomlel from. - L101101 ll 11=1. natem l wd,lt..0 cooled Man wiar and service Pn0tWotI ooatted ealoare are. Tau Rod 20 .te ISO dagsreee q TO.ah enter. 61. Wtl be — So inside eroloare Val I ® aervla adroYe a..Wis. �Enologtln - LM YW t rat faaeed s ft. ant Wit 6' to 16, be warey mooted Within as, tt. of to Brooks! each and, ee wtrm mwbed for tl ato ttoilged BLMittrq Couple fo - E a aldw 1. 11C'a M haw a oranatro gnu line a pact or Be l i Ciratit aahiw as, b termnetfp ,Ion a argYM,no fit11 am each side �� Conduit . A moral davbni" wait be Initialled 0/ aroloess ilia viwiro .den. the LmC - and In IIWIdtW fiwlbl. wtal Three IS 0 receph. m wenches, an an wh side of Sadist awl I not amrd too orarer. - A put I tort to rwwind an at 1 6. each side M this enolamn il.tetiad aaldwtar., a least .lx tYP free "eerrart� i MulOa!re ftIftohogSmm fh amtreer. SERVICE SUPPORT TYPE TP (01 ENCLOSURE MOUNTED PHOTOCELL Itipltor pose, cWhoa 44rVI4% typial orrgnparld) ®tipper ad 01 rod to be For platooel I apeaifloatlala No ED(S),XLI1, Rdtid T to., mlm ttntsfad grads TIMIRM POLE NOTES Cols code 6' length of 1. Lbrrdf ad OIWWIWI paaafarO ettadad f. the rleatrtal .seta Lb or L2 Orw a1MIn 12 Fran" et esrvia. pale Oat i hat be got. antM urw Iwltatim SCHEMATIC LEGEND wild for atrartty but ahit 6. wblllaary to the aervla Dols, L P.le lap sou ims plwtaal 1, Imtali m north eta Of Per or In som So aalaaw ee rorirfe. ate Elowta/ servitl eta. gills red fawn 3. A"oen wW ant aervleo Sgaip.ent with alalalw sMi r golvenlea 1 Yore oclCdlmtar ate ITS 1 • alnleat wnlatruh slaver. "resell. pain p.l. a required to peovla •ired eat plrfOo". ter Sant Shot. Point ace of alvallrrd a snot alth r`� n 011brlwad W.W i - Eai•e�b Erotosue idea rim path. can dean sfe' sun. lain held" I its, .a. strut M be I- Saw dap, and i Ls, VIdS caw "'w"S fah atrat nation to 4 • With Dtaoar.0" 00" 6bt Ibadl *tabor are with tom 001MIX14 r 0 Iro boa- tin• die~ cis as, 3 • adt I I'V 1oron.1. Flea flat at a/wnliad a`,So wshr m ead, lee ® 6 - Omit ft+ed.r, 16 Am fyplaa1 for Dworot o1rm I WITIT4 bah. win are In a east ant tw^heaiflu.rrar: L Brboenrd death That to a nWind In Ism UT 11`e0166 ThbW Pala. 7 Aeenta7y EOalallfa s Pat" trtwd tar maw Aorolh snit be trisved free Md Ion aw alY. ® e Cam.01 Stetlm V*o-A' Setting f • Rgfo Eleowla Codas"! bnctaalra- L1 Ill - LiemIm16 I1,Idsaltr 1 11 - POW Oitdribdlon T"Irdl at*" obt L%W 12 - Nulrol Br raWled Wed 120 V. I101do groom br Itdrttro aa+tmlor 13 - IT and cirmilt Brawn IT H lied Electrical Savior 001a1 Is'10 14 - Cirwit trees Palrlbaad mot Ilyd1 Tit 1 t is - Law natter Idol Typical Typical t6 - Croud he volt 120 volt 120 / 240 Volt Coln Branch Ciraig Itgraph Circuit Circuitgraph Palo, Blrlip firings SCHEMATIC TYPE T —it— UPIWai Ondmter ftho rewired-% serve 120/240 VOLTS -THREE MIRE -B-' EWtpeed va Ime aaldofmor Slip reegilroe Install photocell and Ilfhtlrq O.MaOtr 1Mt atrptrll an Etootf•Ioat Salim Data. ,IWT*m Dopar&wlFoP TrITaWDbriatlm 7wFM Q.MAWa M Iles ELECTRICAL DETAILS - SERVICE SCHEMATICS AND SUPPORT -TYPE TP (OVERHEAD) ED M -03 J °^- �'- I_was _ S�a o— —I 'allo a s r _ is _- 13 IT 7-e 13 ,17-1-781 I h5 J a dal 88€R� a -"ia pa#�� �#a## ��-a ]ill #i12@_$B �r E: B ��-� s E a FEg6 5 €e Fa !12 all b�Cg D F-iS t@_ a p€_8 B-`SpF F fi7 91 kP i9q g f$�i 6A31Fa;s'9ioait� _a�E 9aiE if °B t h e E_ I �!a8 E-t alj , o s f@ Bd FE lB E� b= Rl3l #ll E#B Eih f- 8 t gt°_k�a 65 nD 88 0 y p p �ib E4B 'bit � b•b .-i#•E B @�B- ;°B � 8`�b F-B�B R l�iE Fb= yi I! MI: lB$ s#ils_bs�$lgB� f - bb !•_ tip E Hd_+ � $g�= b sF€Ysidb-i4 FIF 1 MiloB6 €a g $stsa3-iFysBb _ -l€l@fib#g#i_BEs$ tg �ssb ^6zi-¢gi#81{ h =-_- -�B-R_!s 3 88 = y 13 i Bb�- B OE d�a8# #�kk�' `�#_,€_t 3•_g�ftI y# �8i`#Bga toga B "oz o'LY 8tE$§«i-$£r € E g� It B i-�siFyg8BeP=_laeeri�a�$6a #pt&iY� Rs35It 8B-R° e twa$bDe�a °E Bl s Bfl sISM) il ai 11 5 B8�gtlist !8isaC= _E_aJI`g_{ 1Y _sl Ilk _. c Eg E se.#� B i-s- -. a sBa $ 1 `as c a r fill s l S s F l_ y5 k# d a d i n ilSC;6dlgt. Icy 8b eF6$yiIb; ak 6 JetIs �g is all tELl.s��te;=? Ig3ei5a fi-Ni UP aag ab e. a9B�£l3Ja 8 jjfit E�gaS�€� EE{' slIa AIjaz g Loa 93€�F� °.n_u..l Toy .uIVt ..00•c.. -..in.0 {o" bait-.e}.r?!!Wu w ^.= W= 01% M -10 Ae Ie R� all�5.�/ •°I+°aM Oul�+l�+'3�1. WF �i �aa �i �t i14F%O finial �YdiY175i0 1IRM f. LApllalw mi adolan aMl1 not a laaptl tlraiwA —a liar aabfnst. L Eteotrlcel system fo Ialu0► ft ealipart awnaTro a enofi°oNed b paouN��q ualmmt aahi pm Ta S. Nm1ooN I, Man rwNlr@4 slat I bw ROIMed M tep or polo or In • oloNre ft Phan •n EO14) and EOt61 us OR rglirae ppyy dm«1pTiw oads. L Rooil.at IlOrttro rixhrse, Men raWtrW, slap be to aoasramaa HIM 010 Nolrial aN oomVlntTIM emtlmdt of NO, tuft 'eaodwy Illwlnafift Astmbtta' mlatM ter tlm tftf perted for Ora« agrptlft et to ludialrw Talatoiiad 1'atOtaY ItaPitro tuellatra and Inters)IY Ityded 6lreef Part Wpm Ylad la od ter proper PpR'MI:•Im a Hari « fie anoatolW IMMlo I IIg t4d 0. IM•rcel ly I IdMbe atra*f tiara Pipit t1190 sell nwlrW, shell be inOaerdmN• rise flm 1�Oa taMroal I3l 1.119 etrat its• slOns'. race".A. tiN elaptrlai IaDIMIft or 1tS1 btipq, C *I. 6. latol)ro6road ndrbd a of rNaO Ode IP0WIM • The MtC1vww „ h 1. NINMYIn a minima M b N' M mdwt Y. LIgAdH6ht flaNibl*metal omdett (IM, mV be umd Mm Wher ad WWOR v olows on aoudad Im "'a depna fo *awe otter. LFW *Ati be efts size a ON MaI I be warOIV &* rtad OlthInfmatost or ash and, Its strod rowtrad for a UM C nwrW Mal 12'. Enh L Ntnhem /N6W1Rtl dlp*h. a Der Ito 621 7notW Ti btr Potos. A to se **t piurL ILL spak'ftil Mmrwpdy taped In 6 UN Ilfte. Plan 6 Moms addtttanal iNglltili abaw Waft awns Dal* bow to ally f« ssttl k10. a imr lift 112T. t1. Eras pole implh slats be frhad Im *a top at a star to old roe« nn off. IL SO: vat* to Dlaae f« 0oah meter. emvla, syaraM «aaliigryt*rolaRn. SCR EOOI t«dthtla. IS. At I I I IainMtan and power omA&MM to to pal I tealwd oN Ne0pe0. 0opM mW iraftio s{pml sale. 14 Ralaalru «• m a IaakaE aN prmss OmH soar* d» to be trotted weer• oprtr to led to itm whwit. 1d, Conde ad«iro tap af *rolamrft to b* flthd with oanmit eseillp xm «Mr amd bass. wedh a meter m4 mr •.t nlpDI., Mn rawlrad Nall not be ziHalit prnmre cost. All afal aoOWtts rmf ax mca io EEomsalt •wtiro tAm. «MraodW boa mat IloeN a apl�mein mTd�«hlpMmafb'aiie)r ei w •°mai*sa. Tap ar 120/M VOLT Dolor cob 6' Color cam 61 twom or ataOiererhow S nK SERVICE isfath of Ll or tP aonrlators' M be 2 to nwtml cora6l0h". F Tnaulollan Mich red taps 6', s' TgP �. tnml*ttan 01.0 =datad «Its tbO hslar the ."h Rhlto tops ~ a*aflMrtlsOQ Up ar Hold. WIN, aaMotor gifa ills I METER Mathsrb" 7 7.n- 1LIARY ENCLOSURE TYPE T i-._'SERVICEmSRl C.1 1 1 l� Ii CIRELIT S' USUAL for OR tpaolfisd by 10001 UlilitY (010") 1 ..� BARE eRHaan HIRE. TRAFFIC SIGNAL POLE 1 CONM Cm1A TO t L e N AMIMUI P3.ft I sIa1W. ImADS Stalls SIaAL POL.6 91 ONS tow) a I etGw � 1 slam as tT 1 SltOaG P TGoRApptt � � I a N OPDIAO s0K �SI Sze IayGN somets See TS-CF for for aipal Dal• tYp am11r*1 ter Ponldatlon de"t to PYD-EE[ r6ralgiaO�[-OTHER CONDUIT AS SHOWN ON SIGNAL LAYOUT) is halms rim samara Opp SEPARATE COB WlT FOR L1eDUA1RE5 R to 2 to a M be aradW. l 1• iv, ielaplrRm service 10 It. clamIt. Ilssea for SEE LAYOUT SHEETS MITIwTT-6114w s' tyro dfrec! frrtal. ffpppp caslUli Alm C�OCTat. Eli AI® L04Ttg1, MG m Fml TIE LOCATImI OF OROIWC Sr almef YS-PD lO= AND Opmam I10116. � tan 0*Mi� rewired SIGNAL CONTROLLER rewiredELECTRICAL SERVICE SIGNAL POLE Ai® weal kiii�si.. -. -- lentue aln.n .lu.ewr In th. n1-- ri.etrlml —1— date f— Tvn•e D and T a1.oi I he d rat ter.. ELECTRICAL SERVICE DATA ELECTRICAL SERVICE SERVICE SERVICE SAFETY WIN TSD-POLE _ PAt LM1 EIRCIIIT• BRANCH KYA DESCRIPTIONISEE ED.(sl) CONDUIT cGNM TOHS SNITCH DISCKNOW CONTACFDR LAMC MER IUD. CRT. SM LOAD SIZE NIL/SIZE AMPS, CKT. ORK. AMPS AMP RATING PM"ANPS 40111:3 POLE/MP a6R OUN) n D 112O/ZwOTO7Ol )AL IA7np) AA ]!M WA 2PRo ]0 100 T.S.IP/6O C7.3 ® LWlho WAS TV T (IW26010001NS)DS(E)fF(s) I#A S/ew WA Nave aO 70 T.S. IP/W C7.1 © Liprtina 2P/t6 sea El Ienate 01 as00011# Contester and wisest* Mal*Fire If I ICHtIM or infernal IF tialrt*tl alfoa an rot rewired by PlMia Of See O"WID*Iw earls In •ettaioh far servlae stmoart fYF& ■ Sze dseoript.lve Dad* to onto=% for ov«tmod ar Irldsrq'a121d service. SM govisiail ®mmleed RMe*. ,.._,,.....„..,..... (,,,.,.,.._.„..�+ •.......,_......✓ 1...�.....,......w 'w...._....e.,.m .,...,� m.,.e.....w....��J ,.,_„...„.._,� Mm. sa....aw.0 � Ga. .,..�,.,.,,� �.. ' .. . µ.i �.. a..t ,.. �M _.- .e _.J ' Galy. Hinge Joint putt Mown mesh iF e (ILI Gm Min.) reaulr" a miniast m1= Izontal s aportwoW041�vertlaal wired Spaced of a Sac. 1tnchwe am". Hinge Joint Knot Woven Mesh (Option) connw► the ends of rtaaaelw ra1Ma'essa t Yastt r eel is a airs of w 6 tbri th tog riraa. Gaiv. 1Taided wire mesh (a.m.M.) 6°bMrr fal°itil�liimu.Of a.eoili a GENERAL NOTES 1. The ouldel Ihas shown moo we su— law only OW May be Modified by the EtipRmer. M9 SIiFT L99 Sedfrasad Control Few* — >-- SEDDENT CONTROL FENCE- USAGE GUIDELINES A aedLwtt tw *ml frwe may be oo whvohad near the downatreaya parimefer of a dlstwited area olorlp.o am to trMaraept aod(ment from ~Jthd ruWff. A 2 gar cam frequency may be used fo calculate t7M flow raft to be fill WINint acntrog felot would be Sired to fLitr a emu. tier &A audit raft at M 6PMMI. Sediment Control f we Is not raooemrtdea fo control arssldn from a drolllcod area Jager than 2 aprw. I at 6' to 11% la. or naelwl 2•xe'. xe" aaatin of 1.6• x 1. 51. rand of wire a am Waiting of Jr. r1 the wire mesh 6 fabric on, and Poste 1 4 wvefly apaood ~06 for n Podia gar 4 T<llps or ~ loal Pod, ' for attel Moete). go- ,lel1 Plaes e• to. 6' of fabric oplInst NW itenoft ride eW ooprm 2' arose trench bortm In N L tes}ragt dl. eHfa, Mlmaa trench aim ��QAI/ sMrf be 6• sigutm CmkiTI I and hand tap TEMPORARY SEDIMENT CONTROL FENCE x use s eata—" I es 1 so A 604ed Hay IMalJaf)m soy be otyletruMed war the daemtl'tas p wlwW of a dleturbea area alas a cettow " Infe-cap t "absent true dra Iff%d runoff. A M year *farm f►egortay bbee ti if id.used �1h ttuirT�ollMIoi Iow sla be elmd to it Its d maxlaa floc tle'u I" of 6 shll!►T2 M circa reMlarol arch. Cal" Day May be used at the folIMI;V leoattowt 1. letare ttm new" opproochIng the bated tray flow agar diow ssl l for la" than IW. If ttw •lope otNW dlattrtw AOTI onseds 102. the Ie;V of alopa upMfeds the Doled hay should be lead than 301. L hirers the Instal lotton wt 1.1 be regtlrsd far to" than 3 amths. A stare the oanMtbuting drainage area Is, I*" "n * Sara Fr doled Nro Inotallotlao In sedil dltatled, the owltlanal f6i lorlltll cansida CA lam applyr 1. The ditch atdwlcPn Should be 91 1 1 as flat ss possible to aatlefm to Aralrooe flake afa JIM it* rich. L The ditch should be Ilraded large eytmpt to am a in the ay.rm It* aatrlooe when aedamdnt Ina fl Ilea to the tap of "A baled hey. Balsa diculd be replaced usually ovary 2 me11t1m or two coon during met walhr Mal lose Of struchlrgl lrhwlty Is aooNatrtaI SECTION B—B BALED HAY FOR EROSION CONTROL GENERAL NOTES 1. Nay bat" dial I be a mtnuma of la' Ih lehptn and nigh a minlaat Of 6o " 2. Hay bag" endl I ba hood by a1Nwr wire or nylon or poly""" arm dtrtfq. n bola gtoli Co aaapaaao entirely M vegeieltw matte. A MW bales ahal I be aabeddes In the eal I a minliea of a' aW ware Possible Yd the height at the bale t. Nay Do)" dial be placed In a, raw with ends tightly twtrttfng the adlooent Iola* The holes do)1 be Placed with binding Moral gal to ttw WVUML 51 Hay DMI" salt be dsorely anchored to claw with %o Did. rabor r Y x 2' wood ataYaa, drown through the below. The ffrot slake shot be ogled hawai ds ttr previously laid bale to lama the bales tapatlrr•. 6. The guidel tlea shom his goh se auppeatlar only and may to sodif)ed by the fllgtner. T6) m DIPWI A& g/ Tiar<<Do kft Gryt AUYd SWOR/ TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES FENCE i BALED HAY EC(1)-09 i 1. SforfeRAsr Pollution Prevettlon - Clean later Act Sso+lan 102 TPDES DR ISOM Star water Died" Permit or Cafatructian (enrol Permit required for projects with 1 or more awes dishlLed sot 1. Projects with any dletlrbod Boil oust pfoteot for eroelon and sedimentation In aaaordonot with item, SDE. ❑ It Action Rputred ® Rewired Action Action X. 1. P141M m atapeelwr pollution by control ling eroolon and SWIM 01M In aoaordew rM IPM5 Parpit 18 1Sl1om 2. Wryly with the SDP and review Mw1 Mwewa'y to cantmi pal lution or r*Wired by tla Engineer. ]. Poet Cmninetfan Site MOTIwt (CSff) with S111P Information an or for the 41% acceewlbis to Uw pm to need Tat, EPA or other inspectors. 4. iewo Cmtrmtor project speulfle locations WPSL'a) Increase dleturted -11 area to 6 e=we W sole, eub It W] to TCED ad the Engineer. 11. work to or error Strgm,, aeteraodio and Iertla ds Clear Water Act Seatipr e01 \ 404 USACE PMW MWrd for =a. dfodit. daam+dtg or dhr work In ar wee badde. rAW& crests. Ahead, ed/ande or wwdmaw. Tbd O dradar east aaafe to agof Nq term and twrdttla a auWated win us faWft prafXak ❑ No P-11 Psgllred ❑ W11"lm Permit 11 - PICK not Rewired (IRee than 1110th core .Wan ar wtlads c fw+odi ❑ Raltanwfdo Permit it - Pal Wglired (1f10 to erg ode, 1A In tidal w tww ❑ I1dIVId.al AOA PWW1 INWind ❑ (&her xutltnsld. Pam,lt Rawirae MM Rewired Aotlana Llet wehrs of 11a US perelt applies ten loaotlm In araJeat en dear OW lewawaR/ Prmtlm plared to ontrol wrwtan, eedltdallon and pwt-ppJeot 1% 1. Z 7. !dW Yanriratwr P/oUkeer EfOm'an SeNaeddfm PtahCadnpfldn TSi ❑ Tavonwy l weelan ❑ $1 It 1.— ❑ wepe cd in F.I itr $*too ❑ Bl90101, &caning ❑ Rost Beret ❑ W—low-lootim Sryetw ❑ Wlch ❑Trtwwior 1t lter vim ❑ Ertteloed Detevlon Ravin ❑ Seddinp ❑ Sad lad Ban ❑ Cmstrumed setlads ❑ Interceptor Role ❑ Sher Bole Dolts ❑ bt Rain ❑ DWerslm Dole ❑hush ass ❑ Eroelan Cantos, Cmpeet ❑ ereelon cmll, I cppw} 13Eroelan Ca1fro1 CMVW ❑ Wloh Filter Berm, and SaOa ❑ Itula. F "w Bee as Soma ❑ Witch Filter Bea and Socks. ❑ PC , Filter Bare ad Soda ❑ Cewwt F11ter Bare and Saab ❑ C40Wt Fl11er Bare and Smoke ❑ %pelatim Llned Ditdae ❑ Stara 0-st Bedimmit Tray ❑ sad Fitter %*tea 13 Sodlesn Golfo III. Cuiturcl Rasauro e parer to Txw Shsddrd .Spad/Jpdow in Ah+as7mAvIladaaas or aowww wffwis ale !clad swing codndlon. Ow diva y of ardeaWcal-Nfode (bane. kin;rmF. flint. pMery. m:0mar wk t Ne bmdtat area and cad dit EA*aw hmodldab. ❑ We ewtim Rewired ❑ Rewired Action A.H. 11d 1. 2. I L e. IV. Yeostatlon Reechoes Prmane I&W VODddlm 10 on aded p MI0. ❑ pa Action mwlred ❑ Rewired Pollan Action Rd 1. 2. 1 rL FbaarOma uoterlols or cmtmllnottan Iaeues Galmd(epaem to all prti wab Carib waft hiss d dbmnlrp WAM Ad Nn Ail for psraaaa( Win WIPbe wdrlhip wM hardens rtdrlds 40 ow—Ing Saf* MOMS XW to bql Whg M.*1 1. and Raft warraraarnrw.af p*fWd heads In fA1 wk#bm Emure the cOwantere ones padded wnh peaaWprdtdAw trkdpmwd elltroofs far ay hwdam mdarlds used. soda ad Anew etdk YdbddSm`* — Skids. (AWW fr dlhaaardaw prodads uaed on fOD pmJed, which oxy inside. &dark rd umNd to fin fbWng oftarf pPddt, odds. sohmt . a;#xdfMcduds. ahcgtabaddUlAw. furs ask aatsrda arfro OxiiWdde or WdMve. Prtwide p afaded j0areap. off bee train! ad cowed. for products wftb may to Aavordam. Ya6ldn podArf Jabdero as !oWrod ty Ne Ad. etl.ddn 07 adaaude &4py of Do sp(nraspa.se adhrlds, as Ilecdad in the I(SD.S. in !h tivad of a 40, male adlaa t xNgde We 40 as 1Mkaled M Tat A=. In awrdam with safe work pradlaen..ad aa*d#A'111"SONGlandlinDM tmmdldely. TM Cls'mW &Wbe feepoW& for on p'4aer orddaneda t deD W of aeprabd sift. Miad Who E(Iplfaer C dry of Me fdWJna are daededt. Mead or dJadesaed vetwfalao (not fdedN&d do MTW + Trash #nee. dnumr. mdetr. boost. do. + tb)"robt days or add/6. • Eddem of Imaft or sorpapa of sdtalaans AW doer awkaioe Mkoing poe6iGe M=rdow motets or awtaadndko d6dfA0'd on sit. /Amrdets Jlderlds or QxltadmNaa k6uss Spec flo to this Proles+ ❑ No Action RbWired ❑ Rewired Laflm Aotlon are. t. 1. 3. L L V. Federal Lletee, and Proposed T reaterrd mild EndmMW'4d Swdlds, critical Habitat, VIL ether Environs ftl learn State Llsted Spooles, cmdldote Spool" ad Iltaratory Rirft ilroludes reataal loam such as Easuras AWifer District, atc-1 p No Action Rawtrad ❑ wWlred Ault- p No Aotlan %Wired ❑ Unshed Aaiun Antim Wb Action 110. 1. 1. L 8 L 4. Tetras Depettmdvli of TfmAlsparfaflon Adpn lthtdet 1f Wit, of lie a6W spww we adernd, dews wart net Na Iarsdlat Wee, dh rd dda0 wee or Environmental Permits, MW and Lradatlle EWAW ira Wdey. no work a0r #W f=" atdAte &ads ffM rtdps ad dhr eiruytras arfro raft soom d Ns ands asadatd wNh Ne node. Ir cases or dNlhoie War Issues and Commitments dmmsa. cadie work 01 rot duadldd awed. and MW fh Wheer Immdldey. EPIC Iubliock iFYAi Advanced Traffic Management System 50th Street - Fiber Optic Cable Project SHEETINDEX SHEET WMM C01 COVER Q01 GENERAL NOTESAND QUANTITIES MD1- M02 LOCATION MAPS L01-L46 PLAN LAYOUTS 301- S23 FIBER SCHEMATICS T01- T02 RSER TEMNATION DIAdRAMS DETAILS D01 ITS GROUND BOX DETAILS D01A O0NDU1TTRENCH0OREDETAILS D02 - D03 AERIAL FIBERINSTALLATION DETAILS D04-.DQ5 ITS HUD CABINET DETAILS D08 - D07 -" (11 THRU 1-2) - 98 DOB -TCP w& -as DD9 -rCP(2-2)-03 D10-D21 -BC (I THRU 12)-07 022-D27 'ED(1,Z3.4.S.57)-03 D28 -EC (1)-00 , D2B *EPIC THE STANDARD SHEETS SPECIFICALLY IDENTIFIED ABOVE UNDERWMRE= R�AEWM PYMTOTHE DAMN J. SJOfK PA DATE CITY OF LUBBOCK PLANS PREPARED BY Nmley-Hom and Asmdates, Inc. 12700 Park Central Dr, Sule 1800 Firm A Dales TX 75251 (972) 770-1300 Number. f -928 0 gg _ 6i fin" vvm�'m 1TS�8 2 C 1111 AN IF ♦ E zi _ + 4 � P'll Advanced Traffic o o ** $ ; Management System VQ]POO& N ` ftley-iom and AwdaW, Inc. 50th Street Fiber Project TEXAS �O` S orr,xna,pMno-,aoo xF•ae General Notes and Quanly Summary : ROAD `. '_S ,• = m m f i _ r o O � r UTICAAIIENUE =� i G QUAY. ERAVENUE r i r - I MEMIPHIS AVENUE ' j 1. INDIANAAVENUE' r s N . W z - ), ELGINAVENUE - _ Q} m N i I UNNERSITY AVENUE � w m r , s °a AVEN UEU � h � - A _ Y'. t. 1 I 4 i :x: ... — W INTERSTATE 2r� s. 1 r I J 6' t"'nAVEPIUE A "'. No Text - 7- IL is IA kw)i 42 .', :: I -S TPELT �j . . § `, | P. £ . .° \������.\-©- - �, \ � 4j mr S F7r-■r . - 7// �� , _- Ell � � � � � � � �_ �. - :t ■| � �k' �- .§ i2§OST PF Vol -M w4mmal raWYAK%WvV -n rk 4 N IDN-vm -Tdm, v -rmr4mLP"P,4 a€j,3arutilawm vrNva exam ,Ruh n u I GU C L , pi oaso. ma wL I L nul C) OHL mm L ni CL r CD ouvis +Woc" (jot" CD i =A 9t wa • CD vam em 6�& thftt lom OUV32 cm I= 3 Hl%M Ora wlu wm do we "s 4cpm LCPW lrm= FM iarao -n CD wi = C-1 = Q.- ion, O r CD CA cn CD o rt 3 4ft ure.lf z co co m m cn co O, m m 99zoo 1 ,A"e *r NINVO ?/ 0 IF No Text MATCHLINE - SEE SHEET L,05 t;s ./ . . I 1 MATCHLINE-.&.E-SHEET L07 Advanced Traffic p'0�, Management System el t o sr9� ��❑ p i of n o fill W-Pw wW A"OdaW, Inc. Cf 50th Street Fiber Project bb ck m „A,��,a.f,w �.,,.�.a,. TEXAS Gj ` .` ft-.%7c7MOMM4Ko HMO- v_m Communications Layout MATCHUNE - SEE SHEET LDS Advanced Traffic Management System f Z s9P c rlu'lbo& dty f 8 T Horn and AwcWw, Inc. 50th Street Fiber Project �,�,�,. TEXAS e1 '6 DdWNTX mm MMMUM Communications Layout 9 MATCHLINE - SEE SHEET L07 8� ��Ptk OF $ DARIN J. BJORK t00266 e S a. - A 4 o OOMGt4i +1e0 ; d1P�nr , WNREZE F.MRTWE ITEM 818 frs* Lm REM 0014 1 CON= comer ew®r a mm L9lD1X � E m C 10N1 NO STATUB �CONOf M1��F a1f4 Fd�#� OTATi18 � 1fON 7lBPOC RLN MD 'O � � � O $- LA >r F- N C f>z5 JG, ii I IOm I�G 1W 1 >p �+ y C Im 1 = MATCHLINE - SEE SHEET L09 ...• _ MOM i Ls E /CO IPII: ! p5 11 WE - _ as 5 I IS g � U R I I �I. II - I LL 1wti # I Y I i - - peg 0707l17 1 1 I "l D.IJ.MLI S STph4I I l r--• SLIT Ff\1LC-i �-����- I-�.jjYj��.,�}�j�11.1jFr11PrY r1Flf - OY'Cw R GG.YAI ri AU hwl P%k*0ftRON" WAR V-WKri 4'%NffIaILCAM.E LEN.M M +GOSVfF^}lSl6e_FiwLY7J r�L$ - Cmwm MK MOM 4�4Ar<i4+.Lx F-MMAw npl.�o &dUpffpgft - o1l0 Ya4;[ -OMP JUMR 7MLL LFnRna &ft �,rom rroflA�. L08ae>r� MATH NE. SEE SHEET L08 | |�{� all a |��, �!! | ■ |� | | !| |�� � ��l� ■ `�| | �|§ ■, �|■ | ■ s Jill Advanced Tragic * t Management System Vol I���OC� «/�hy of � KWW-�Wk�#1■ 5� Step F b@ p� ed Mks ®*©' #§ |■||| Communic Communications Lem u R� ,* C � d m S� Ulm 4p^t�""".."" a J f DARIN J. BJOR� K a W t_u0+� 1f� S W all Lu W f� y Lu Lu I i LU AL cD V O R �+ CL -� rt,wNpt.AFLafu#R, � � � � .Q NC � Q r E U Mlm. ]g000,4 r oswrcx o4Un oepwt MMA `1 R pIBCISR Imf . i IeMNa 001I30001 em L1 Q YAiR J� /f!P REY 87E I7t'J 1� REN,6o14 � COlRIIAT RUN NO STATUS CiU O'YGf f ODImi P'9 lr'n� l�'4 GAee � 8TAN9 I OOILR u FDC 7e FOG OP RIM PUN NO Ow1R9 �7ChAHl GIpnAW #oIO�F P i 9r1 If`J � �7.R 4AO4 � � Ran r�,cq �^mil I aI+I�F I x�x , rIP4 I g AIIW R DE FYI I F1� 11 � la5 1Y r5 1 rQ`7 b 11�1�Y4rYR 9P14 r.. r+RN �SLLL4 � LF # AGOIROIgLSJ/1� LUIF'Mly4Rto,�AO hrn1�FEN FiL 4 . r471: � 4�I1� MACM f' C7AE44 i0F7 N f�U10f.P N RiFlORLL4lWP1� TY10114 M 1!�' MIaFI tr.NNNff xfl,p ►41 I�lo� Lhm-0�roM`�Ir IGIAe �GF41UIPIIV RLI� �kFA14 CAe1e �dlme Yam'. bIE'�''i MATCHLINE - SEE SHEET L10 MATCHLINE - SEE SHEET L12 Advanced Trafficoaa•p M�t�Oo Management System lubb�'ock = � � _�+ Krnley Hom and Associates, inc. 50th Street Fiber Protect TEXAS plot � ���> , Communications Layout ,B0o0 vwe� w� a. film j OFT�L r � v# OARJ0)P W W a. W O) m 1/ W Z M gQ� f' E O 0.2 42 N ° cC rraE I- O � c �xeta mar�oa rter�o►i -O O -Q O Ir COWcow cAm a rLt m+mx f� N �I �rroi 011 t� axw L nay nww .�. oa ry m nwGllr n..oI cl) E I MIM p.ALO LN "'S{Fry}I�yiaF�.Iw]jLljt{1�c3{CFFy ITA *AMR MM4 [.Ocher I, NJ,..,`EtL,-A, oWTAFPLWmLr. nwx Warn kml)+LmffitiArxWcwMAW%94 ;iMALrJ;FPCVVOW� Sian+5al�r l'1d44+a�*M�4wa� um� Imz �1 jf�LI y w SAG ., Mpo li .-,, • W w#R Mpg WMMR* VKW&lH W MMMU a"M Dii 7 W MWM0! M!r: fJ/O Gti7.i LP WHABWD 1M MrI L LBSYM CF PM t CJwMA Y An 4ftk Y�lli HNIDa as uYHDOm L12 MATCHUNE -.SEE SHEET L12 MATCHUNE - SEE SHEET L14 Advanced Traffic r Management System t �9 w ° WhibboaT lam -Hon andAmolaw, In 5Qth Street Fiber Project & TEXAS G�yti �3 nawrn�mn�rgirouoo M,n��-axe Communications Layout R aaaaa� ❑ O{{ Y� �RpeOF /a Sk OF pFx y� 'rdr LWO * P DARIN J. WORK pj 100266y'k> S co W W aw rt, W III� � r Wr W Z z U E_ 0 O V 2 J 5MMOUITAPELCAIKIt-14UIT coa. WML=.96 rmR L (n L rn ff eta l rrMEMI rrba M4, C .Ofl p rx+raa cover arxm a ae UMTx m LL was no. °�T co= �F R P �F ar um �: v . x voe � was ra C � t� - Ls1 ^' _ } am in m ins h" RGUL sy au § m C ,may y •r t � - 13PgrM *hop" rpg6M RwreE) � .. Y �I'iI�71ra?t. �.'',r5_tl]r31i�a;'7MrwiaL , 7 CO CC p ' C , GG M 4 C G x O a G r.! 0oLAr - i wr orae a®n 32 Osyar®: OAKS ��pr'{',.aPq'Eax!•Ur,3 rsirrE,aWa�s?-rvrt- s Oaf+ 3r.;+ W:,, „ + .. ILL j7lhraaa� o(•7lc charF Powe raYsrf s�raF eoorrtr.a JCS l�rnxm,uC.rauirtfaa exa dc7NeB� v�as� om'o� MK 4-; q,{, "4. ' '�.'y.'+av1�r�F'}[''�`z- _-� �+}m�euer[i+arn��'oecceg�r.KUArctrwrrtlow�uwm*'trl�lowe'Iwceo'�uwwrr+f..�Fnrrrnme: rOM'im, aerate �r�r' _ ---�'+.,r�_ 7{' - _ _ r�� OUItiFJ4nIR�7CNr9 �11&rY.�Fi 0r P1M GVL51aNQrhaLGilSY ari�iPCyL7 +aL1YlE �� L14 MATCHUNE � SEE SHEET L14 MATCHUNE - SEE SHEET L16 Advanced Traffic Management System llo if city off It7mley�Flom and Associates, lne. 50th Street Fiber Project Lubbock m �� U=P. �,D.�,� TEXAS �, one rms+ prrlaoo c•ne Communications Layout �- 2 - »\� y\J~ \) A£ ( \ \ y \ t;s ^- y`\\ \ iA � i Z" .offry Lo ui + ion-, OfF DAR I am. WORK_j W LU 0 100266 z co � W y Z J UK U H 13 arvlc]IiPAkm0264[oFWR7 U_ .a+ •O >+ w� sr�.wa 7XFE � N a J REM 61Y 1.l. REM WMI MwlS CL,1Mf 4MUF ELEC L®KUN 1� N ftl1N ND /9147 P4 �q STATUb CONDR 13 FOC >s FOC OF RUN PUN NO C •,Q Q ROM MUM I LA LAIN .� Pyw p Ca co KI i ,I lF ,^ MIM lF Y' 5 MI . lu LA4as 2'A2M! DAM f FR,gp L- a' FIR.MGT+7UP1�lfl oeur.c mum �1 +41+pMU 'IWMC+Lb Rib lgLnE F V CIFAM MOMPLa,bu WM 6M inA=U f;0PMAQ�a4p dcroat, l,o, >f Ali �+r3i F1EIbLL�I,GOEE NMLOEG ATf zMk ¢MAV" &Cwrd N n! INaW.L OKm"m .'oluoM O7,CIIfiU0 CiE1Et5W6i1�,RPI�mTukL LEoci d,#n=W117A4 CAMJ WYv+oc MACkY8 WAIMEAQiR aoc L17 W tmpir! clj-ew h6 mbwz jrGpA ,ral,n wrLw,c� tr.1 Ai }T 14 toxwt3l�TJ+l411u1�6i - "� - -- Lo0s1aC mlMd -103!Md VCQfR 4LXUMWMTAgmW R&Pd N CHO AIUNW 5762LS %MGM=Y HMW0*Om 1/v3Ytf ]Im1 amlmo' 17p}iifliKL39Uwe ipdAFTLOt7011 GLI9NFF7l 3TPC71LWm4 Al793QT1?t41Y aw3yl,r5 EIi11Nllrp l4f 14 *� 1H1'm0VI d4l Z)VUa- We smhv J 5 ' I MLILhr �1w t O O VIP 4 WP s7W CL I r IMP MAW 3 C7xttna i in LA iu -n (p (D LMn� x"iBn °N1 anivYe 9c�nnd fw4om�ln�o� atone Q cr ., Q. CN NIW N � VNW23M 13.� I"= lath �o leIQi07 ON NIAI rh — CD 0) cn 1 tif78 ISjL � J:i IF311. bg m3.0 iu.Y hlf aFC aI+F �j ixAo3�13atrYlinalrio cCD C 3 Vl T 910 z m m ! N I m m m m 3, G „. iss c _ ' o m m P�al'i 99200t dore rr NiavaSav! m fI +��L ,tom dI V 7� 40 9� � EL MATCHLINE - SEE SHEET L20 MATCHLINE - SEE SHEET L18 Advanced Traffic "o(°�°° r. 9 y A 4��� o- � r�© Management System A _ _ i ` city of Iamley-Hom and Associates Inc. 50th Street Fiber Project lubbo& �. m A- , MM Vn _ TEXAS 8 o Darr%�etprs�7mtaoo wined F-ate Communications Layout °OQdoq;��►��'N MATCHLINE - SEE SHEET L21 MATCHLINE - SEE SHEET L19 ova .��en Advanced Traffic \� s*��A� Management System g�y1. �_' '��N ©MMFl o ` CRY of _ Kmlay-Hom and Associates, Inc, lubbUk ye , � � . 50th Street Fiber Project TEXAS �+�'t o we �,TXMH ,,,,= F-M Communications Layout M `a`a >:.-�- \)Q � / ;I fli R I DRIVE .. -!D .:'-,-7T - � III # I. 11 fli3TRFPET I F -_ • I"M�W 47 FI+ STR 1110 Isom FF • u __ .. I- I. ��" it � - l'�-- �_ - -_ "�7'i �'" li�������������rr' , • . • - . . ' � r - -` -' � . --- - '�ti _.� .,���;I,�. �.�- a ��i� ®������.'-=:ram r v - . 'tip i�;M'.''t•:.,�', � ,_ ,1 6 ,I �•i n�., 'y'� *ylt'*. �i������1.--'-I����ii-. �1Y-G.aill�..,�.� r Cl „ E 1� Its 5� OF r DARIN J. B"K 100266LU 0) - tt-3 00 (� a. W W T z # z V' 7 JO Eccl m WfL17L "ARTN a vwLILF= Pkwtl147p - Rd1616 n72h sr" it sm CO)cc I— �. WYOT COIIDT Worn CABLOELRL LENGTH R'Ma a" BTATLO CONOR u ROC M FOC OR RL% RUN MD R!M IID f STATLGC011DT 1Fwn 16-, � �' (D L O A"I x-t in frouL. CU Nam WA m I ie AIMwm ramu o a^ma Mom ug11Rl �'3 "� �� u �V Sl471.t FL�FI� i= L4 A- .rOfhRRLIGiY i l } i�kFAW f86iwwWaHR+a YYSJb{liF 4FAM11OMLG10.64faffM7 F4•=...'tPORtir:. BEa4�0i+":.54 almm .100i aro�rae g7meso>f - m�rJ�h�iA3cbYO.l4 K14Si RC L¢oil iNE,•OLLL 4iYU1IRY?IC\MfM �i 4Jh71WL.OuuillYTAIaF L� c7 'r7WRNa i',�RAZ MOLL&MM OF RW. m�1r t.Weri!T �m/Pq�v r+T "b�'R m �S1rC .TYQTI �L]L�4 :pf�bO iV1L' lf�f'= Z'i 1lR1STj �'14OL 1CA9� 316Y7 P'F Y'w1YN W8 WItARL AldM@ TPAmia i'1LM hm X-t F1y1M16 i'6G1!4 M 2MVn F d %3rb&dY�+Y fOFR r�/Q liL11 r7f[SlY�YLM 8W Sd.ILi�]` {LL II �Irn Twl�lm4 it C Litl'd! YfW tEf�L�ibi��}IOrT/ 4 'yJ +n' _Mpp qy-y,?NLQK,l UIL7t:3-3 *Uyjs 4 0 0 � joppo OR, L 9LI a 4 �06 bLal I f-00@rt0 IEN1tq 701 ml9D t7Sitf0 aeRda ulativ +�;asw omevs aee /1goom L ilum YiCD 11Y am YR1 Q C. (Q how" LtMd 6t7W OMM" -n Q CD a IIlE1B1 �� 3�n 1410.'! ]OLCaIr L�1 � wpm MS- 3MiHJ1dYV �, rLoawa,l �,ar, N Cl) ) 3�F,i11lIM alY 317d lanloamMaUMlr�noNcn a c. c �0 3 AM m m m oaf MOO ¢v� G a mHors 'f NIHVO o +a s so IF fit . is _ - r: r -- i 04P. I — EXI. Ui.. fgjr, -A- ram JW .FFU 3 nVP i7 4. MATCHLINE - SEE SHEET L25 MATCHLINE - SEE SHEET L27 ove.. Advanced Traffic D sa Management System ��r ���, o =� an' of � � � � Q1 iGmleydiom and Ass ates, Inc, 50th Street Fiber Project lubbOCks $yam J °a�yF � p � si,� Dd/ Tx 7=1 IXO w.mer. F- Communications Layout I BOSTON AV9WHL 1 l; A N 1 L jN'kVLNQL c 11r� 4, �EOF�o2 j DARIN J. SJORR j 1002666 1%y4> w W — _ co W CV~ Z •� J E O O CL71 DIPT MILLS CA`31 a DRAW, (� � •a R. Ninefima c rYFE `:� QL„ 9 ' rrm ere ITUMM ITEM 604 �� ` N coNimT j R 9 tGCT E[uGY ¢ * r.a a ELEC I L ml" L v�I y '� 6TATAr i COILOL P�'i1 Iry� F+G eTATl16 CDlIDR r4 FOC iI FOC CIP RIeI ALAI I,D r O MATCHLINE, - SEE 6HEET L27 two a - ' ^I m mJ x "I er eM Weer1 U- mom+#c ff11 m� ffRAM s C N N srr Co c 46 -a= � y Q c o I. I �n U i ix,o w,� wazon 41 � v G eM1M1t O•,Mdl P IAe► M3%M VJ1Wii xfl rQ4UM+a1M4714owul•ApwiLw111OP+W9VWVMrIamMmno;Dk.Rrw�rnuLm+n.-ylvM amaa ex 'U ¢ hOIF -P Gmu lum%71 r 0umb 9mm fi01zwM"vm L mawm Dpumm N rec GWMI L VAHT" WLr MX4 PPIPOP IaMN0. mtaom _ =Miff ffm CAE[ W+� rft�'ns I a iva rr.�aT arm uyc u.r ertlrr x �7'r4i,s+� sr.E�e a� L28 MATCHUNE - SEE SHEET L30 o�va� �a6 Advanced Traffic l°oaa, o ;say Management System 41/� ty of�y, 8 = 9�. ❑ Projectlubbdock !oS, M*Y-Hom and As wales, Inc. 50th Street Fiber m i'a ���-�18W �# TEXAS e eiy�R S� uawTxxms� pm�rro-taoo rams. F MORI III Communications Layout oc M*cCcrDmrS w¢asp VONVM �tm z= _ T V�O r�wn0 x5ewa { O V0 volaAm F' O O 3 =r y a Va h T = fl. O 60 Ixarraar.r ,ate c D, 3 i m - t MN r� C J,�t m QPLUWENM f4 "Zoo l Z �a t�aai n1aiYM tl,d03 J." 1JI Ydah'JtlIS4:5 Ifb i7 +LL'l81 �1'�i LlFldl�'I�bHL41� R19Y3 OrMlr53�fi6 - 33F7oI++Id2+d+n4+b�IR�ia �Tn6FG 4C N*t4�� 7.4b1�`� �fil auw a���w u t�5u or�o rl x'ra TIW] � a.n. �M f�l�tA9 �1IN'cekT' 81 i1L'11i1 Yi1Fn tiN0111m■ �1� WLI 1 IlrS'J OILi0 i1�ILl�414114 �i 1r]Ir "11YIlHilSf"' Yk'7MId4-Y lT1i.L'JP'[yS�.Llif-7215LY17 . Yl I ri fEttlJ I Yr yrl um .rt e ri Nr mepi 1 I �mel s ON PI@I 4v IiW d0 IIIOLeI ar 70i 9i e4 9GJ iL �ovun "M1m11 fa roW 1im700 '.S9 � um 1me1 Is! k:5d 1@/09 NOLRau W m. uid 451,E lGl� eeJ.au i.lr W405f L'Ih3 lu® GUfetll W 411fN titoalwan MATCHLINE - SEE SHEET L30 MATCHLINE - SEE SHEET L32 Advanced Traffic Management System dtyLubbock TEXAS l oaa > 5 o z t �y�,y dea� °�nFFR"��d� " plh �9 9 +. � < ft*.Hom and AnWates Inc. �°�°�' '"°°,'8°# �. X„oro, � F• 50th Street Fiber Project Communications Layout I ' k W 1 � W fiRr. -I rfi r a, JA' 1 11�31GEUwL'�•FJ'r r 1' n r�r _ }-rrfi a �• 11 1- ff �j Ikla LFfllf f. Irl3iu - i � r _�I• T �+c � - f ■• � • .�; C2Al 7 'LLjlI*If I�ITr- { tLfl4wISSm �� }-5_rr`yWr ��C-r'S1�r,' "irl] • rIW�yCirr �nlr'��51��' IbEa rr�17 �f= -- A �o.-IrIU _' - �i a?•e�N a ►fY+T91►�;',� ;. •� sue' M' � o I�0mW; ��l�MMII�UTA��s�Q�.,., a �ri�'rIf�^'xSC�i:�tr�-��rrr�Z-� :irri�•I�. 3�it'_' r'�:'3 MATCHLINE - SEE SHEET L32 MATCHLINE - SEE SHEET L34 Advanced Traffic - Management System tg- 14O4 -R COF1 rlubbock �. ` �° romiey-Hom and Associates, Inc.. 50th Street Fiber Project TEXAS 'aC;��� � T`,� � s Communications Layout Q'I M M =mm 41P 4 V-,J-7e V&lq I JrRiaeL� Cap Trio rQ 0 111 IA 0 06 I I MATCHLINE - SEE SHEET L29 MATCHLINE - SEE SHEET L36 p0* XN t Advanced Traffic oaataJ* %%4 Management System y�'Ja'' ��e, C city of :- 3m IGm -Horn and AsWates, Inc. 50th Street Fiber Project lubbOCk a�,�je ''",�„� 1 TEXAS �ry=Air 'sp\ ome.nc7Wi(0 )rro= M~..F— lilt Communications Layout A MATCHLNE - SEE SHEET L35 MATCHLNE - SEE SHEET L37 Advanced Traffic o Z.s, ��❑ Management Systemor `' _ `r9� lubbock T ?On*-Hom end Associates, inc. 50th Street Fiber Project TEXAS' o,,' g Communications Layout �'FFR M �o r�- •' YILM,,.r —111j1 .Vie I f`1FTI+:SikGTs''pr�ll�nt IIII IL pt rfi5 �r.L�Q��QBQQQ� � 9 lqf mF Lj M6 OF DARIN J. SOJI%OMR.XK 0! 160266 x co w LLI y !fit � W, V ul w z cUmurrA3jaCAOLKCMMn E - VNI GQ MDIt9 rTFJA GIs HIEM OW) REM SM raW.ODNOT ELEr w = eMbW a2f� CABLE CDNDR IMMNO CO I— Co SMUM fFM F%Q STAII 12 FIX IN FIX QM a] Mowin PM of am am Fill "pq fn IMLIL 0 11(irrma" F (FP"M% POPJI) LA frPACE) it= flai'A 1 .6.., IA I E CD C tM 1 134 Poor- 12.1 1 1 a cc CO E I 1w Also 0 MA u I 'S4 Ll 9 lb qP0 1 2!2 k CrAft DANA Mw*T-7A 1% MTEMINKUN. IMIC kk -.I it A CwM ftl�& ft WMkM ft�A iis san.. I*-Tffwftmfiwv WMKF iwhw�w QAKrqyl"A FIR PRAWT DahuffrAim Q*az LBq3ir4AEmw&&m TC�L UUP7M4:FFLk Q01 WM*0&4Kfi MAY =%M Monawt Wn lhamn2w 438 MATCHUNE - SEE SHEET L38 MATCHLINE - SEE SHEET L40 i Advanced Traffic + Management System 5'�' s9°a f�bboCity0f& g50th Street Fiber Project1EXAS , m Y ,rye. g Communications Layout COF1 WIC-Hwa,AsWaW, Im f41L0 PatfXepd G.6d0.tmo MFYpMaam/ Wh%1X 7=1 MZ)V*4= WMb. F•m MATCHUNE - SEE SHEET L42 { _❑ I �ii . Z)) a .rLL i:- _0 OF jL DAR I ! J. WORK 100266 Ito 6 0 HOT T "aElftL CIO X IF L�- LL csS/ Gam' rs E. FE Eu CONDR 12 FOC 36FOO 00-9) am sm MATCHUME- SEE SHEET L39 MUL I JfPAM i (D I kp I HOW w I ; ou� cc IA =Omni Lo DPJ= -:A 07':crl E File L QmLz ax L- M�74"v dmpww"ACN� auto= A .rmu 0-m6k: Lm*jlm ffl3*z39BftcULLDwftt# 94iLK wAaLF " G-a-ImAr Ewwo lilimmiii KXM4L*4prrr6. WA f =7_71 w- -rr� yj km" > MATCHLINE - SEE SHEET L42 MATCHLINE - SEE SHEET L44 Advanced Traffic to Management System fliab9oKk '�,_JM Iftl Hom 8W Assodates Inc. sOth Street Fiber Projecfs-�� �- ,.�'1,1N 'l3i00 Pw1,Cpbd C46Wfe tEO] Fim Flpi�6'oQanf y�G',y, rryAv°"� omemTx�si�+am Nnae r•o2e Communications Layout MATCHLINE -SEE SHEET L43 MATCHUNE - SEE SHEET L45 Advanced Trafficoo*�°e�, Management System lubboCk T "' T Kim Hom and Assodates, Inc. ley- 50th Street Fiber Project TEXAS y� °' �y� '�°°''°°°"°��'°� �""`"°°' �yy 0, CeWTX76XIl%-0""WO 15nbW..F-G= Communications Layout a°°no4;..--'\ cc�w nur* s�ara.c�r3�um �a �I.. �m s. �,oae� eaa► cureawa�r+aua� sn�aLLLa�OS . YR1�I.F� riir4 uYll�D �A1r4'Q � w �� i1.yrVA� 1.1� i4 q gatrY,�l i ��L'1�`Qdrt]LTlS 3'W'a # �d lU� �RdMc7f G4R7OilN«� o►ML�'i f �S TM�7117Qf A fl � 39i� nh d'�4LYi1cd1 191f Mfi•' �r {4 3Ld1 -4 YFRrJ • I 'lML91L� - rs �u L 4 0 oar ues �� ri R bn NmL U�9 NNI d0 FI{Dl�@7 � ooa a {'CrfiF1Y� 116 '�Q! LL 'f37YC0 '111YNi f9�WII U@!OD �S mane 37eh {� CX �b� W.0 �ur4 i,�i IQQIod aQgJ YthML7F Ld ��4d 1A,L�i IS11wrU amrw enacts a01aOD OM NIIY /10Y IRial �d11 BW W�aI m,� tit ast �oAo iM%M iMm Lorin aG� omFa mm amm 3 > *_ Q. w C W T Q rF• Nm o1►r help an TIM a''M -W 3Pafr CA aC O "'D I n c �, 3 Oa Z - z m m cd P� s _ ••r= - cc y4�i� 992Do L m 5 Trtl d0 �a�y F� ail MATCHUNE SEE SHEET L45 3 Advanced Traffic Management System % _ a 9� Elm" 50th Street Fiber Project °' w°°� '°�'��°° '�"* M TEXAS oo�s�� mmnoaoo ewe. r-� g Communications Layout r -1 r-- —1 - ' _7-7 N w 3 ao N O- O O J PROPOSED FIBER HUB CABINET LOOP 289 AT SLIDE ROAD TO 60TH STREET AT SLIDE ROAD RX a RX B ETHERNET o co SWITCH 000NTRACTOR TO INSTALL c oS ONE PORT FIBER PATCH PANELL.. TWO ADDITIONAL I. CLTY OF LUBBOCK TO PROVIDE AND INSTALL TRAFFIC FIBER PATCH PANELS TO SIGNAL CONTROLLR'AND ETHERNET SWITCH. BE INSTALLED AS PART OF A SEPARATE PROJECT COMPLETED BY OTHERS. 2. CONTRACTOR TO INSTALL 'FIBER JUMPERS WITH SC-APC —FO JUMPERS = a A LU N CONNECTORS ANQ LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. w REFER TO NOTE 5 FOR w "' to °J do 3. HUB CABINET AND 72-PORT FIBER PATCH PANEL TO 36 SM ARTERIAL CABLE " r O -1 GO BE INSTALLED BY CONTRACTOR. REFER TO SHEET T-01 FOR FIBER TERMINATION INFORMATION. 3 4 5' 6 FIBER ASSIGNMENTS a 2 1 OT 013 012 025 031 a N 1.1Oi Uw1— 4. 36 SM ARTERIAL CABLE TO BE PATCHED. TO FIBER 2 03 014 OY0 O 03z i1 w O, CC PATCH PANEL AS FOLLOWS: 3 4 9 010 0t1 16 017 01r 21 022 023 27 028 020 33 034 033 �- rn 14 Lo N � N 0 �— FIBER 1 - PORT 1 FIBER 2 - PORT 2 s 0/2 0te 023 0� O w w w � FIBER 3 - PORT 3 6 O O O O 0 m m M2 FIBER 4 - PORT 4 ARTERIAL F.O, CABLES LL 4 " O FIBR 5 _ PORT 5 FIBR 6 PORT 6 O O O O O 0 LO FIBR 7 - PORT i O O O FER T 2 FIB R' 9 - PORT 3 O O O O O O FIBER 10 - PORT 4 O O O O O O _ FIBER 12 - PORT 6 0 O O O O O FIBERS 13 - 36 - UNTERMINATED FUTURE 96 SM 6ACK80NE CABLE O O O O O 0 O O O O O 0 O O O O O 0 O O O O O O FUTURE 24 SM TxDOT CABLE FIBERS 1-12 (TUBE 1) FIBERS 13-24 (TUBE 2) FIBERS 25-36 (TUBE 3) FIBERS 37-48 (TUBE 4) FIBERS 49-60 (TUBE 5) FIBERS 61-72 .(TUBE 6) FIBERS 73-84 (TUBE 7) FIBERS 85-96 (TUBE 8) 96 SM CABLE LV VI LV_f 1.J /"11,1\N VI\L 1\1G\V (FUTURE PROJECT) EX. TYPE D GROUND BOX (GB-0106) 96 SM CABLE 1 nnn n nAnvnnur nr�ln (FUTURE �PROJECT) v FIBERS 1-12 (TUBE I) FIBERS 13-24 (TUBE 2) FIBERS 25-36 (TUBE 3) FIBERS 37-48 (TUBE 4) FIBERS 49-60 (TUBE 5) FIBRS 61-72 (TUBE 6) FIBERS 73-84 (TUBE 7) FIBERS 85-96 (TUBE 8) ". i 4 1� G G3 WEy o V >, o- �g ~ .°c E C E co < w CO LL rn Q� ) 00 O N LLi O omarraY cajun Ott 14R S01 CABLE O ON 36 SM ARTERIAL CABLE ALONG 5OTH STREET EXISTING TRAFFIC SIGNAL CABINET SLIDE ROAD AT 60TH STREET TRAFFIC CONTROLLER ETHERNE SWITCH W 8 1 11111 00 2 3 4 5 6 2 000000 7 8 B 10 1112 35 4N 1 0 1 3N 12 SM DROP CABLE. '36 SM ARTERIAL CABLE FIBERS 1-12 (TUBE. 1) FIBERS 13-24 (TUBE 2) SOUTH 12 SM FIBER 1 SPLICED TO 36 SM FIBER 3 SOUTH 12 SM FIBER 2 SPLICED TO 36 SM FIBER 4 SOUTH NOTES:. 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET. 2. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL IN EXISTING TRAFFIC SIGNAL CABINET AND TERMINATE ALL 12 FIBERS E OF THE 12 SM DROP CABLE. CONTRACTOR S TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 3 AND 4 NORTH AND SOUTH ON THE 36 SM ARTERIAL CABLE. REMAINING DROP E CABLE FIBERS 5-12 TO BE LEFT UNTERMINATED jz IN THE PATCH PANEL SPLICE TRAY. 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED IN , Of � TRAFFIC SIGNAL CABINET FOR CITY OF LUBBOCK ,:•gpi�,••••••,,Gq y,+ TO MAKE FINAL CONNECTIONS. r *� TYPE 1 GROUND BOX ��'�. %hi•'�� (GB-0201 ) CONTRACTOR TOCOIL 100' OFT SLACK IN GROUND BOX Aj s Wr*�1 W •- O _.. O a. o G V 12 SM � � �O v DROP CABLE c A �- 12 SM FIBER 3 SPLICED TO 36 SM FIBER 4 NORTH 12 SM FIBER 4 SPLICED ++ TO 36 SM FIBER 3 NORTH V c C co 36 SM ARTERIAL CABLE -) -)o Co �p C N FIBERS 1-12 (TUBE 1) r -4 Q CC� L. Lr Lo FIBERS 13-24 (TUBE 2) 2' FIBERS 25=36 (TUBE 3) rn wia ;lD� oeen�rn au r:ac 0 m °"WK NORTH am: momm AERIAL SPLICE CASE ALONG SLIDE ROAD .� S02 '^� EXISTING NOTES, © TRAFFIC SIGNAL CABINET SLIDE ROAD AT 57TH STREET 1, CITY O LUBBOCK TO PRIDE AND INSTALL gs ROLE AND ETHERNET WITCH IN EXISTING TRAFFIC SIGNAL CABINET. �S dd 2. CONTRACTOR TO INSTALL 12-PORT FIBER TRAFFIC CONTROLLER PATCH PANEL AND IN EXISTINGMINATE TRAFFICL 12 SIGNAL ERS OF E THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO , �} Him FIBERS 3 AND 4 NORTH AND SOUTH ON THE 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-12 TO BE LEFT UNTERMINATED cai v IN THE PATCH. PANEL SPLICE TRAY. • '� OF W 4 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH —14 ETHERNET RX TRASC-FFICCSIGNALOCABINETLFOR CITVE YED R m° SWITCH m° TX OFIN TO MAKE FINAL CONNECTIONS.*k o 0 ¢ S DARIN J. BJORK % ^ TYPE 1 GROUND BOX �j °fit 1.00266 � *,,,t 0 FO J(i ERS (GB--0301) si d�•-�1 CONTRACTOR TO COIL �•- 100' OF SLACK IN GROUND BOX 1 2 6(blls 00 000000 �O~ 1 2 3 4 5 6 7 8 9101112 35 4N . a+'EI� b. 95 CABLE ON 36 SM ARTERIAL CABLE 45 3N ALONC'SOTH STREET 12 SM U N •--� O U DROP cam— j 12 SM CABLEn- DROP 12 SM FIBER 1 SPLICEDLu 12 SM FIBER 3 SPLICED N E TO 36 SM FIBER 3 SOUTH CABLE 12 SM FIBER 2 SPLICED TO 36 SM FIBER 4 NORTH 12 SM FIBER 4 SPLICED• ++ C � TO 36 SM FIBER- 4 SOUTH TO 36 SM FIBER 3 NORTH L v) wCD w o 36 SM ARTERIAL CABLE 36 SM ARTERIAL CABLE a� -ice > CD D — Of Of )' FIBERS 1-12 (TUBE 1) FIBERS 1�12 (TUBE 1) Ln O Q C 6 am.+ = Q FIBERS 13-24 (TUBE 2) FIBERS 13-24 (TUBE '2) = F- 25-36 (TUBE 3) FIBERS 25-36 (TUBE 3) Rl.y DAM2mmu -1FIBERS lop — O neeax� os.was ° oa ~ .SOUTH NORTH av n AERIAL SPLICE CASE '(atooft ALONG SLIDE ROAD ..Q S03 CABLE a ON 36 SM ARTERIAL CABLE ALONG 50TH STREET EXISTING TRAFFIC SIGNAL CABINET 50TH STREET AT SLIDE ROAD TRAFFIC CONTROLLER ETHERNE SWITCH 0 z W a 11111 00 1 2 3 4 5 6 2. 000000 7 8 9101112 sT4 TAT '111111 i 4S 13E 12 SM DROP CABLE 1. 36 SM ARTERIAL CABLE SOUTH 12 SM FIBER 1 SPLICED TO 36 SM FIBER 3 SOUTH T0236MSMIFIBER SPLICED a� NOTES: 1. CITY.OF LUBBOCK TO PROVIDE AND INSTALL g 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC'SIGNAL CABINET. 7a6 p i 2. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL IN EXISTING TRAFFIC SIGNAL i CABINET AND TERMINATE All 12 FIBERS' E Of THE 12 SM DROP CABLE. CONTRACTOR. ® _ TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 3 AND 4 SOUTH AND EAST ON THE B 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-12.TO 111LEFT UNTERMINATED $ $ IN THE PATCH PANEL SPLICE TRAY, 9 •• �T// z y�A�� ��AA yF �iit 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH TRAFFICCSIGNALOCABINETLFFOORR CITY OF IN TO MAKE FINAL CONNECTIONS. DARIw BJwK I�190�s6 TYPE 1 GROUND BOX � (GB-0501) CONTRACTOR TO COIL 100 OF SLACK IN GROUND BOX b.0 � rl low G 12 SM •-• V DROP CABLE a 12 SM FIBER 3 SPLICED L (D TO 36 SM FIBER 4 EAST 12 SM FIBER 4 SPLI'CED r+ •� L TO 36 $M FIBER 3 EAST 49 C G 0o � --I tm Q 36 SM ARTERIAL CABLE 0 -p C V) Q r FIBERS 1-12 (TUBE i) ,may 0 c 6 L Lo FIBERS 13-24 (TUBE 2) _ FIBERS 25-36 (TUBE 3)' DAUM m owls C °4M" EAST z m AERIAL SPLICE CASE m ,p„ ALONG SLIDE ROAD ..Q SO4 EXISTING TRAFFIC SIGNAL CABINET 50TH STREET AT UTIC.A AVE. TRAFFIC CONTROLLER U. ETHERNET m RX RX m SWITCH Tx tA g W d TYPE 1 GROUND BOX 4 Flf FO JUMPERS (GB-OB'01 ) ci a NOTES: r�q 79 I. CITY OF LUBBOCK TO PROVIDE`AND INSTALL CONTROLLER AND ETHERNET SWITCH IN EXISTING EXISTING TRAFFIC SIGNAL CABINET. 2. PATCHAPANELTOINIEXISTING2TRARFFICISIGNAL CABINET AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR = TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 3 AND 4 SOUTH AND EAST ON THE E 36 SM ARTERIAL CABLE. REMAINING DROP E gi CABLE FIBERS PAINELTSPLICEETRAYNTERMINATED 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-pPC CONNECTORS AND LEAVE COILED IN �•�.MH f�y�E,.0F TRAFFIC SIGNAL CABINET FOR CITY OF LUBBOCK .+g TO MAKE FINAL CONNECTIONS. nit " CONTRACTOR TO COIL 100' OF SLACK IN 11111 2 GROUND BOX 00 000000 1 2 3 4 5 6 7 6 9 10 1112 CABLE s ON 36 SM 3W 4E ARTERIAL CABLE 4W . 3E ALONG SOTH STREET 12 SM DROP 12 SM CABLE DROP 12 SM FIBER 1 SPLICED 12 SM FIBER 3 SPLICED TO 36 SM FIBER 3 WEST CABLE 12 SM FIBER 2 SPLICED TO 36 SM FIBER 4 EAST 12 SM FIBER 4 SPLICED TO 36 SM FIBER 4 WEST TO 36 SM FIBER 3 EAST Lo w oa 36 SM ARTERIAL CABLE 36 SM ARTERIAL CABLE CC = I-- V) FIBERS '1-12 (TUBE 1) FIBERS 1-12 (TUBE 1) W 0 FIBERS 13-24, (TUBE 2) FIBERS 13-24 (TUBE 2) H J O FIBERS 25-36 (TUBE 31 FIBERS 25-36 (TUBE 3) uO _ O a WEST — EAST AERIAL SPLICE CASE ALONG 50TH STREET f ,)mot' i• rx. R ae �ON �4 E LL v E cl) C' ii C LL M = V7 LA oaa. �rsmnu <m min ,4w, C m 505 CABLE s ON 36 SM ARTERIAL CABLE ALONG 50TH STREET �_ w w=) w z cr w H> V) Q 2 Q � U O ~ ul ~ 0�_ 1— Q EXISTING TRAFFIC SIGNAL 'CABINET 50TH STREET AT QUAKER AVE. TRAFFIC CONTROLLER ETHERNE SWITCH 1A U. 1 U 2 3 1 00 4 5 6 2 000000 7 9 9 10 11 12 w N T T T 111111 14W 1 3E 12 SM DROP CABLE 36 SM ARTERIAL CABLE FIBERS 1-12 (TUBE 1) WEST 12 SM FIBER 1 SPLICED 12 SM FIBER 2RSPLICED TO 36 SM FIBER 4 WEST NOTES: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET. 2. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL IN EXISTING TRAFFIC SIGNAL CABINET AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 3 AND 4 EAST AND WEST ON THE ��rcc pp W d E d Y k ll� 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-12 TO BE LEFT UNTERMINATED IN THE PATCH PANEL SPLICE TRAY. E g 52 p' OF �' �E.OF T6). 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH TRAFFIC SC-APC CONNECTORS AND LEAVE COILED IN TO MAKE FINALLCOONNNECTIONSR CITY OF LUBBOCK DARIN J. SJORK TYPE 1 GROUND BOX 10021 r (GB -1 101 )ssi CONTRACTOR TO COIL 100' OF SLACK IN J W w ~ GROUND BOX 'o G 12 SM V -� DROP CABLE >, a. v 12 SM FIBER 3 SPLICED TO 36 SM FIBER 4 EAST .w+ L 12 SM FIBER 4 SPLICED TO 36 SM FIBER 3 EAST —1 (Q Q 36 SM ARTERIAL CABLE m o Lil v FIBERS 1-12 (.TUBE 1) IL 0 Q ccca +�+ FIBERS 13-24 (TUBE 2) rZ-i =Lo FIBERS 25-36 (TUBE 3) (A m c Darn QRs Darn AERIAL SPLICE CASE EAST rn zm -iALONG im 50TH STREET— S06 CABLE 0 ON 36 SM ARTERIAL CABLE ALONG SOTH STREET w w z, ww to 2 W O Q LO=) oQ EXISTING TRAFFIC SIGNAL CABINET 50TH STREET .AT MEMPHIS AVE. TRAFFIC CONTROLLER j ETHERNE RX SWITCH w o w a o Fo JIp(Pi 11111 1 2 3 00 4 5 6 2 000000 7 8 9 10 11 12 5WTETTT 111111 12 SM DROP CABLE 36 SM ARTERIAL CABLE FIBERS 1-12 (TUBE 1) FIBERS 1'3-:24 (TUBE 2) FIBERS 25-36 (TUBE 3) WEST 12 SM FIBER i SPLICED TO 36 SM FIBER 3 WEST 12 SM FIBER 2 SPLICED TO 36 SM FIBER 4 WEST NOTES,8 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL cs s5 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET. 2. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL IN EXISTING TRAFFIC SIGNAL CABINET AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 3 AND 4 EAST AND WEST ON THE �' B 36 SM ARTERIAL CABLE. REMAINING DROP E CABLE FIBERS 5-12 TO BE LEFT UNTERMINATED yZ IN THE PATCH PANEL SPLICE TRAY. / 3. SCNAPCCCONNECTIORSTAND LEAVE COOILEEDDSINITH 6'OF T,c>t T�2 s'�p.,..�»»�.. y TRAFFIC SIGNAL CABINET FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. TYPE 1 GROUND BOX (GB-1301 ) CONTRACTOR TO COIL a- 1�,, 1001 OF SLACK IN P4�1 �✓t � _ GROUND BOX' ! W " 0 E �U 12 SM N .: 0 0 DROP CABLE A C- g 12 SM FIBER 3 SPLICED i � TO 36 SM FIBER 4 EAST 12 SM FIBER 4 SPLICED ++, TO 36 SM FIBER 3 EAST A SE Vco — )36 SM ARTERIAL 'CABLE Z -00 Al FIBERS 1-12 (TUBE 1) cnLL O Q cc� G Y FIBERS 13-24, (TUBE 2) Z LO FIBERS 25-36 (TUBE 3) )> N smote nRrw EAST mm �� tall"m WA AERIAL SPLICE CASE c °°° p""° mum ALONG 50TH STREET rn S07 CABLE 4 ON 36 SM ARTERIAL CABLE ALONG 50TH STREET w F- =) w Z w w ix> F-a Ul (� Z = F- a o� 1D w om F- F— a EXISTING TRAFFIC SIGNAL CABINET 50TH STREET AT INDIANA AVE. TRAFFIC CONTROLLER ETHERNE SWITCH LL 11111 00 1 2 3 4 5 6 2 000000 7 9 9 10 11 12 "TUll 111111 5W 6E i 6W 15E NOTES 1, CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET. 2. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL IN EXISTING TRAFFIC SIGNAL CABINET AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 5 AND 6 EAST AND WEST ON THE 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-12 TO BE LEFT UNTERMINATED IN THE PATCH PANEL SPLICE TRAY, 3. CONTRACTOR TO 'INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED IN TRAFFIC SIGNAL CABINET FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. TYPE 1 GROUND BOX. (GB-1601) 12 SM FIBER 3 SPLICED 12 SM TO 36 SM FIBER 6 EAST DROP 12 SM FIBER 4 SPLICED CABLE TO 36 .SM FIBER 5 EAST 12 SM FIBER 1 SPLICED TO 36 SM FIBER 5 WEST 12 SM FIBER 2 SPLICED TO 36 SM FIBER 6 WEST 36 SM ARTERIAL CABLE FIBERS 25-36,(TUBE 3) WEST CONTRACTOR TO COIL 100OF SLACK IN GROUND BOX 12 SM DROP CABLE AERIAL SPLICE CASE ALONG 50TH STREET INDIANA AVENUE SOUTH - SM FIBER 36 SM FIBER 5WE 12 SM FIBER 2 SPLICED TO 36 SM FIBER 6 WEST 12 SM FIBER 3 SPLICED TO 36 SM FIBER 6 EAST 12 SM FIBER 4 SPLICED TO 36 SM FIBER 5 EAST 36 SM ARTERIAL CABLE FIBERS 1-12 (TUBE 1) FIBERS 13-24 (TUBE 2) FIBERS 25-36 (TUBE 3) EAST W ZOCD �I G w 4 d i V E (n L 40 (a y no Q LL � S � C-Ni °NB 'sown Daum= oama m m c m m- XM 808 r-- 7 7 . r-- 77 1 -1 �_ _ ram—, -�-� 7-7i r 7 y 7-7 NOTES:. .• EXISTING 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND EXISTING 4 TRAFFIC SIGNAL CABINET ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINETS AT TRAFFIC SIGNAL CABINET ©$ SOTH STREET AT GARY AVENUE AND 50TH STREET AND FLINT AVENUE. 50TH STREET AT GARY AYE. 56TH STREET AT FLINT AVE. „ IN 2. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL IN EXISTING TRAFFIC SIGNAL CABIKET LOCATED AT BOTH STREET AND,GARY AVENUE AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 3 AND 4 TRAFFIC EAST AND WEST ON THE 36 SM ARTERIAL CABLE. REMAINING DROP TRAFFIC CONTROLLER CABLE pIBERS 5-1Z TO BE LEFT UNTERMINATEO IN THE PATCH PANEL CONTROLLER SPLICE TRAYY. W �r 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL IN EXISTING ��y 2f r(� TRAFFIC SIGNAL CABINETLOCATED AT BOTH STREET AND FLINT AVENUE .� AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. '-3; 4 CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 1 AND 2 02 x x EAST AND WEST ON THE 36 SM ARTERIAL CABLE. REMAINING DROP x x ��atitq CABLE FIBERS 5-12 TO BE LEFT IRITERMINATED IN THE PATCH ANEL ETHERNET - RX SPLICE TRAY. & ETHERNET RX RX SWITCH RX ° SWITCH TX 'g,� •s�� m TX 4. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS m w o o AND LEAVE COILED IN TRAFFIC SIGNAL CABINET FOR CITY OF LUBBOCK w o w TO MAKE FINAL CONNECTIONS. w DARIN J. BJORK 266 TYPE 1 TYPE 1 49``tii��-+. E Fo JUMPERS GROUND BOX GROUND BOX E FO JUMPERS ss v (GB-25013 (GB-2503) 1 2 CONTRACTOR TO CONTRACTOR COIL 100' OF TO COIL 100' 200 000 00 SLACK IN GROUNDCBOX" 11010' 000000 V 1 2 3 4 5 6 7 8 9 10 11 12 GROUND BOX 1 2 3 4 S' 6 7 B 9 10 11 12 F� 3Wg0j TIT II.Ilff 1W 2E 3E _ 2W !E CABLE u ON 36 SM CABLE s ON 36 SM ARTERIAL CABLE ARTERIAL CABLE ALONG 50TH STREET 12 SM ALONG SOTH STREET V 1PM AERIAL DROP N 12 SM FIBER 1 SPLICED CABLE CABLE N a w 12 SM TO 36 SM FIBER-1 WEST 12 SM FIBER S SPLICED 12 SM (� �► (� 12 SM FIBER 2 SPLICED TO 36 SM FIBER 2 EAST (%� t- DROP TO 36 SM FIBER 2 WEST 12 SM FIBER 4 SPLICED DROP it 0 E CABLE TO 36 SM FIBER 1 EAST CABLE -p C 12 SM FIBER 1 SPLICED � TO 36 SM FIBER 3W 12 SM FIBER 3 SPLICED E w.. co 12 SM FIBER 2 SPLICED TO 36 SM FIBER 4 EAST W TO 36 SM FIBER 4W 12 SM FIBER 4 SPLICED C Q% L W Z TO 36 SM FIBER 3 EAST •L+ O ; wW 36 SM ARTERIAL CABLE 36 SM ARTERIAL CABLE m LL C — �� FIBERS 1-12 (TUBE 1) FIBERS 1-12 (TUBE 1) O Q CC� +�-# = Z' FIBERS 13-24 (TUBE 2)CD FIBERS 13-24 (TUBE 2) Z = G [(� F- H FIBERS 25-30 (TUBE 3) FIBERS 25-36 (TUBE 3)1 D v1 a� Lo m � rDAMS o'" WEST �_ EAST Zrmn °""""` °"`"" ~� AERIAL �SPL` ICE CASE rn� ALONG SOTH STREET .� S09 CABLE o ON 36 SM ARTERIAL CABLE ALONG 50TH STREET EXISTING TRAFFIC SIGNAL CABINET 50TH STREET AT ELGIN AVE. TRAFFIC CONTROLLER ETHERNE SWITCH 1 1 COO 2 3 4 5 6 2 000000 7 B 9 10 11 12 T TTTI 1W 2E 12 DROP CABLE 36 SM ARTERIAL CABLE FIBERS 1-12 (TUBE 1) ?5-36 (TUBE 3) WEST 12 SM FIBER 1 SPLICED 12 SM FIBERB2RSPLICED TO 36 SM FIBER '2 WEST TYPE 1 GROUND BOX (GB-2601) 12 SM DROP CABLE AERIAL SPLICE CASE ALONG 50TH STREET C NOTES: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET. QQQ 2. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL IN EXISTING TRAFFIC SIGNAL !{ CABINET AND TERMINATE ALL 12 FIBERS OF THE /2 SM DROP CABLE. CONTRACTOR E TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 1 AND 2 EAST AND WEST ON THE �' B 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-12 TO BE LEFT UNTERMINATED' gg A IN THE PATCH PANEL SPLICE TRAY. phi pS� ., 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH�� SC-APC CONNECTORS AND LEAVE CO14ED IN TRAFFIC SIGNAL CABINET FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS, �+/� #�r A( ' CONTRACTOR TO COIL 100' OF SLACK IN GROUND BOX' 12'SM FIBER 3 SPLICED TO 36 SM FIBER 2 EAST TO 36 SM FIBERER 4 SILEAST 36 SM ARTERIAL CABLE FIBERS 1-12 (TUBE 1) FIBERS 13-24.(TUBE 2) FIBERS 25-36 (TUBE 3) EAST fr. I w/ s .tIC) a� r� G HE y o co '>^% a c� L v, L ca ~ ' M Q �E c �0 > rn 0 co-o ii Ln o Q CCo c Z = G. D 0 mu® zmmn <� meapaaz mama ZR1 mauak AMUR c -i Wu R1 xaemm.: mum. S10 CABLE a ON 36 SM ARTERIAL CABLE ALONG 50TH STREET EXISTING TRAFFIC SIGNAL CABINET 50TH STREET AT BOSTON AVE. TRAFFIC CONTROLLER ETHERNE .SWITCH 0 110100 000000 1 2 3 4 5 6 7 8 9101112, I2WI1E 12 SM DROP CABLE 36 SM ARTERIAL CABLE WEST 12 SM FIBER 1 SPLICED TO 36 SM FIBER 1 WEST 12 SM FIBER 2 SPLICED TO 36 SM FIBER 2 WEST C NOTES. 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC :SIGNAL CABINET. ' ¢ p 2.. CONTRACTOR. TO INSTALL 12-PORT FIBER 6i PATCH PANEL IN EXISTING TRAFFIC SIGNAL d CABINET AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR Lj OF TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS i AND 2 EAST AND WEST ON THE k Its 36 SM ARTERIAL CABLE. REMAINING DROP E gg CABLE FIBERS 5-12 TO -BE LEFT UNTERMINATED IN THE PATCH PANEL SP410E TRAY. Q A ,���m�% ilo" OF 3. CONTRACTOR TO INSTALL FIBER JUMPERS W17H SC-APC CONNECTORS AND LEAVE COILED IN TRAFFIC SIGNAL CABINET FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. TYPE 1 GROUND BOX � nso•6v (GB-2701 )i�ss CONTRACTOR TO COIL o.-�£ 100' OF SLACK IN GROUND BOX sc V .- .1'Q DROP C) m p CABLE 0 (L c0 co 12 SM FIBER 3 SPLICED TO 36 SM-FIBER 2 EAST cn L Q 12 SM FIBER 4 SPLICED TO 36 SM FIBER 1 EAST V ch ZO ; 0 N 36 SM ARTERIAL CABLE <Ln Mo.0 N 11_ FIBERS 1-12 (TUBE 1) N= cc 5 +�+ cl FIBERS 13-24 (TUBE 2) FIBERS 25-36 (TUBE 3) --1N _< � oae uxma n m <m , DAM � DAM __-- EAST m-1 AERIAL SPLICE CASE ,• c n ALONG 50TH STREET M --i .� S11 CABLE O ON 36 SM ARTERIAL CABLE EXISTING TRAFFIC SIGNAL CABINET 50TH STREET AT UNIVERSITY AVE. TRAFFIC 7 CONTROLLER SWITCH 11111 00 1 2 3 4 5 6 2 000000 7 6 9 1011 12 N TTTIT, IT, TITTIT I 2N I IS TYPE 1 12 SM GROUND BOX DROP (GB-2901) CABLE 36 SM ARTERIAL CABLE FIBERS 1-12 (TUBE 1) FIBERS 13-24 '(TUBE 2) FIBERS 25-36 (TUBE 3) WEST 12 SM FIBER 1 SPLICED TO 36 SM FIBER 5 WEST 2 SM FIBER 2 SPLICED TO 36 SM FIBER 6 WEST C TO 58TH STREET AT UNIVERSITY AVENUE NOTES' m . W 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET.. '0 WW O W W 2. CONTRACTOR TO INSTALL 12-PORT FIBER ccpp J JZ m PATCH PANEL IN EXISTING TRAFFIC SIGNAL CABINET E •E $ 0] 0] AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP o Q Q J Y CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO ® C.1 C.1 q} N FIBERS 1 AND 2 EAST AND WEST ON THE } 36 SM ARTERIAL CABLE. REMAINING DROP E er� CABLE FIBERS 5-12 TO BE LEFT UNTERMINATED IN THE PATCH PANEL SPLICE TRAY. 0E-V Q (V W DO N H W LL 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED IN �ti OF '(Pr« TRAFFIC SIGNAL CABINET CITY OF LUBBOCK Z .FOR TO MAKE FINAL CONNECTIONS. f CONTRACTOR TO COIL 100' OF SLACK IN GROUND BOX ^TOSM 12I BSLSOUT SMFIBER 2H� 12 SM FIBER 4 SPLICED TO 12 SM FIBER i SOUTH AERIAL SPLICE CASE ALONG V► UNIVERSITY AVENUE '.d 12 SM AERIAL DROP CABLE AERIAL SPLICE CASE ALONG 50TH STREET Nirm 12 SM FIBER 1 SPLICED TO 12 SM FIBER 1 NORTH 1.2 SM FIBER 2 SPLICED TO 12 SM FIBER 2 NORTH E 5 N N O V R L L 12 SM FIBER 3 SPLICED ~ C �_ 4) TO 36 SM FIBER 6 EAST 12 SM FIBER 4 SPLICED TO 36 SM FIBER 5 EAST V E (n cc 0) 36 SM ARTERIAL CABLE w o '>O c FIBERS 1-12 (TUBE 1) 1—Lu Q CCcc FIBERS 13-24 (TUBE 2) = W GLo FIBERS 25-36 (TUBE 3) ~O Q aaai ama Ln F- oar Dawn EAST o a 0^" m"N S12 CABLE » ON 36 SM ARTERIAL CABLE F- w Q z I-- w w 0= N N 2 (/1 a_ Ow u.1 > oz H- D EXISTING TRAFFIC SIGNAL CABINET 50TH STREET AT AVENUE U TRAFFIC CONTROLLER ETHE SWI 1 00 1 2 3 4 5 6 2 000000 7 B 9 10 11 12 w T2 T11 111111 12W I IE 12 SM DROP CABLE 36 SM ARTERIAL CABLE FIBERS 1-12 (.TUBE 1) FIBERS 13-24 (TUBE 2) FIBERS 25-36 (TUBE 3) WEST 12 SM FIBER 1 SPLICED TO 36 SM FIBER 1 WEST 12 SM FIBER 2 SPLICED TO S6 SM FIBER 2 WEST NOTES: © ss 1. CITY OF LUBSOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET. 2. CONTRACTOR TO INSTALL 12-PORT FIBER ' v '# PATCH PANEL IN EXISTING TRAFFIC SIGNAL. $ CABINET AND TERMINATE ALL 12 FIBERS E OF THE 12 SM DROP CABLE. CONTRACTOR = TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 1 AND 2 EAST AND WEST ON THE t Its 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-12 TO BE LEFT UNTERMINATED 0 IN THE PATCH PANEL SPLICE TRAY.. 52 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED IN TRAFFIC SIGNAL CABINET FOR CITY OF LUBBOCK y� TO MAKE FINAL, CONNECTIONS. S*; i� 100266 f4 TYPE 1 GROUND BOX.��,4��: (GB-3701) CONTRACTOR TO COIL 100' OF SLACK IN GROUND BOX A/ s �4 ri O � � U 12 SM N ff ff DROP In v CABLE A 0- ca 12 SM FIBER' 3 SPLICED cD TO 36 SM FIBER 2 EAST +.� L m 12 SM FIBER 4 SPLICED TO 36 SM FIBER 1 EAST U E o CD j— a) 36. SM ARTERIAL CABLE 0 'a C N M LL FIBERS 1-12 (TUBE 1) D O' � C FIBERS 13-24 (TUBE 2) fQrl= G LO FIBERS 25-36 (TUBE 3) MCA _ m --I WR cwm EAST p m V^um AERIAL SPLICE CASE '� `" wx ALONG AVENUE U`"" S13 4 CABLE s ON 36 SM ARTERIAL CABLE ALONG SOTH STREET EXISTING TRAFFIC SIGNAL CABINET 50TH STREET AT AVENUE Q TRAFFIC CONTROLLER ETHERNE RX m SWITCH w S W a 2I I { I FO JLJMPl 11111 1 2 00 3 4 5 6 2 000000 T 8 9 10 11 12 w T E T I 1 111111 12 SM DROP CABLE 36 SM ARTERIAL CABLE FIBERS 1-12 (TUBE 1) FIBERS 13-24 '(TUBE 2) FIBERS 25-36 (TUBE 3) WEST 12 SM FIBER 1 SPLICED O 36 SM FIBER 1 WEST 12 SM FIBER 2 SPLICED O 36 SM FIBER 2 WEST HNOTES: 0 ® m 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 20TO CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET. a�! 2. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL IN EXISTING TRAFFIC SIGNAL d A CABINET AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR s TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS i AND 2 EAST AND WEST ON THE (-` 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-12 TO BE LEFT UNTERMINATED g IN THE PATCH PANEL SPLICE TRAY. .a +•�1 Fr`yS 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH IN TRAFFICCSIGNALOCABINETLFORECITY OF LUBBOCK �y P TO MAKE FINAL CONNECTIONS. TYPE 1 GROUND BOX (GB-3901 )yssjp CONTRACTOR TO COIL 100' OF SLACK IN GROUND BOX _ W 10 �ry 12 SM DROP CABLE 12 SM FIBER 3 SPLICED TO 36 SM FIBER 2 EAST 12 SM FIBER 4 SPLICED TO 36 SM 'FIBER 1 EAST 36 SM ARTERIAL CABLE FIBERS 1-12 (TUBE 1) wLL D O V N .v C E �p C o a N m LL, 2 fA y'�.. v co FIBERS 13-24 (TUBE 2) m = FIBERS 25-36 (TUBE 3) C to aqe Mam EAST m� �m amom oakum '° °"A°^am G AERIAL SPLICE CASE ALONG 50TH STREET "m"' S14 M_w .m4 o w 9 EXISTING NOTES. TRAFFIC SIGNAL CABINET AVENUE Q AT AVENUE P 1. CITY OF LU880CK TO PROVIpE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH,IN EXISTING TRAFFIC SIGNAL CABINET. 2. CONTRACTOR TO INSTALL 12—PORT FIBER TRAFFIC PATCH PANEL IN EXISTING TRAFFIC SIGNAL c dig CONTROLLER CABINET AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR 70 SPLICE DROP CABLE FIBERS 1-4 TO Wl. FIBERS 5 AND 6 EAST AND WEST ON THE 36 SM ARTERIAL CABLE. REMAINING DROP E 1-4 CABLE FIBERS 5-12 TO BE LEFT UNTERMINATED' Szltffl -- IN THE PATCH PANEL SPLICE TRAY. � LL 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH ♦C►��q<L�11� �2 X j ETHERNET RX SC—APC CONNECTORS AND LEAVE COILED IN TRAFFIC' SIGNAL CABINET FOR CITY OF LUBBOCK RX $ SWITCH O TX TO MAKE FINAL CONNECTIONS. w i*t W ARIN J. BJORK i " 0126 .."..;..'y TYPE 1 GROUND BOX 4yo 1Do26o���`, FO .BUMPERS (GB-41 01)t�S CONTRACTOR TO .COIL f00' OF SLACK IN GROUND BOX 1 2 00 000000 W o� 1 2 3, 4 5 6 T 8 9 10 11 12 CABLE ON 36 SM 5W 6E'� ARTERIAL CABLE 6W 5E ALONG SOTH'STREET 12 SM \ AERIAL DROPN �� 12 (2-3A o- DROP 12 SM FIBER 1 SPLICED CABLE 12 SM FIBER 3 SPLICED coN E TO 36 SM FIBER 5 WEST TO 36 SM FIBER 6 EAST m 4) CABLE 12 SM FIBER 2 SPLICED 12 SM FIBER 4 SPLICED V TO 36 SM FIBER 6 WEST TO 36 SM FIBER 5 EAST E co 74 w (D w co 36 SM ARTERIAL CABLE 36 SM ARTERIAL CABLE 'p C )' uiLL . FIBERS 1-12 (TUBE 1) FIBERS 1-12 (TUBE 1) D O cc� = W FIBERS 13-24 (TUBE 2) FIBERS 13-24 (TUBE 2) m = G LQ O Q FIBERS 25-36 (TUBE 3) FIBERS 25r36 (TUBE 3) C v) uae a�u Lo (T] m aemovemr mares as WEST EAST r-m ~ AERIAL SPLICE CASE ALONG 50TH STREET .m S15 CABLE a ON 36 SM ARTERIAL CABLE ALONG SOTH STREET F— Ld w cr-w F— =) tA Z 2 Ld F- O Q U) oa EXISTING TRAFFIC SIGNAL CABINET 50TH STREET AT AVENUE L TRAFFIC CONTROLLER ETHERNE SWITCH w Ix U. 11111 1 2 3 00 4 5 6 2 000000 7 8 9 10 11 12 WT"TIT ITTITT 12W 11E 12 SM DROP CABLE 36 SM ARTERIAL CABLE FIBERS 1-12 (TUBE 1) WEST 12 SM FIBER 1 SPLICED TO 36 SM FIBER 1 WEST 12 SM FIBER 2 SPLICED TO 36 SM FIBER 2 WEST TYPE 1 GROUND BOX (GB-4201) 12 SM DROP CABLE AERIAL SPLICE CASE ALONG 50TH STREET NOTESa 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET. 2. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL IN EXISTING TRAFFIC SIGNAL CABINET AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 1 AND 2 EAST AND WEST ON THE 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-12 TO BE LEFT UNTERMINATED IN THE PATCH PANEL SPLICE TRAY. 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED IN TRAFFIC SIGNAL CABINET FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. COIL IN 12 SM FIBER 3 SPLICED TO 36 SM FIBER 2 EAST 12 SM FIBER 4 SPLICED TO 36 SM FIBER 1 EAST 36 SM ARTERIAL CABLE FIBERS 1-12 (TUBE 1) FIBERS 1'3-24 (TUBE 2) FIBERS 25-36 (TUBE 3) EAST. fr. 1�/ s a� �r r C N m >, a ~ c� E 'a .�G C�C .0 co D c LD N r. -0 w Q ,C u- rn O m S Lo (A --I LA n--I �. --I m rn rn rn N ■auxac anvmaa -4 516 EXISTING TRAFFIC SIGNAL CABINET 50TH STREET AT INTERSTATE 27 TRAFFIC CONTROLLER ETHERNE SWITCH 1111100.1 000000 1 2 3 4 5 6 7 8 9 10 11 12 CABLE ON 36 SM ARTERIAL CABLE --}—► 1 W 12E f 1. ( (, I „(, 2W tE ALONG 50TH STREET 12 SM DROP CABLE H Lu-j 36 SM ARTERIAL CABLE Z FIBERS 1-12 !TUBE 1) w FIBERS 1.3-24 (TUBE 2) O a FIBERS 25-36 (TUBE 3) o a WEST 12 SM FIBER 1 SPLICED TO 36 SM FIBER 1 WEST 12 SM FIBER 2 SPLICED TO 36 SM FIBER 2 WEST NOTESs © 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL F 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET. 2. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL IN EXISTING TRAFFIC SIGNAL CABINET AND TERMINATE ALL 12 FIBERS $ OF THE 12 SM DROP CABLE. CONTRACTOR = TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS i AND 2 EAST AND WEST ON THE C 36 SM ARTERIAL CABLE. REMAINING DROP E g CABLE FIBERS 5-12 TO BE LEFT UNTERMINATED ? IN THE PATCH PANEL SPLICE TRAY, � F T�2 Flt�j� 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-pPC CONNECTORS AND LEAVE COILED LNN TRAFFIC SIGNAL CABINET FOR CITY OF LUBBOCK wg�ig+����.. ~ TO MAKE FINAL CONNECTIONS. ! ,`9�5'*1�` - *J TYPE 1 GROUND BOX off ZA ENOR �� —1O00' OFTSSLLAOR CK COINIL 12 SM DROP CABLE AERIAL SPLICE CASE ALONG 50TH STREET 12 SM FIBER 3 SPLICED TO 36 SM FIBER 2 EAST 12 SM FIBER 4 SPLICED TO 36 SM FIBER 1 EAST 36 SM.ARTE.RIAL CABLE FIBERS 1-12 (TUBE 1) EAST t �Ar4 V � � T c� a c>s. m � n 0 —1 > C u- cn m = LO Z C (n odm maro+: m nm .� I $17 2 F— O N Q W Z W Q CAT BE CABLE INSTALLED AS PART OF SEPARATE PROJECT EXISTING TRAFFIC SIGNAL CABINET AVENUE A AT 50TH STREET TRAFFIC CONTROLLER PROPOSED TRAFFIC SIGNAL CONTROLLER INSTALLED IN EXISTING CABINET BY CITY AS PART OF SEPARATE FIBER OPTIC — PROJECT CABLE JUMPERS TO BE INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT ETHERNET SWITCH — INSTALLED BY CITY AS PART OF SEPARATE PROJECT FIBER PATCH PANEL — INSTALLED AS PART OF SEPARATE PROJECT HOTESs 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL ETHERNET SWITCH AS PART OF SEPARATE PROJECT. 2. CITY OF LLSBOCK TO TRAFFIC SIGNAL CONTROLLER AS PPAARITE OF SEPAINSTRATE PROJECT. 3. CCOi ACCT TANDILLEAVE COILED FOR CIITYRS WOFHLUB80OCK TO MAKE FINAL CONNECTIONS. 4. HUB CABINET AND 36-PORT SEPARATE PATCH PANEL SHEET T 02AFOR�B R TEERMINATIONIINFORMATIIOON.. ER TO 96 SM CABLE AVENUE ,A BACKBONE RING (COMPLETED AS PART OF SEPARATE PROJECT) FIBERS 1-12 (TUBE 1) FIBERS 13-24 (TUBE 2) FIBERS 25-36 (TUBE 3) FIBERS 37-48 (TUBE 4) FIBERS 49-60 (TUBE 6) FIBERS 61-72 (TUBE 6) FIBER HUB CABINET AVENUE A AT 50TH STREET (HUB INSTALLED AS PART OF SEPARATE PROJECT) FO - FIBER OPTIC ETHERNET m 8 SWITCH S 0 1 3 0' Of 010 0" o12 013 O15 o1A o11 Ot6 O211 04yoo-col-, 0225 0�'e O24 96 TYPE 1 GROUND BOX (GB 4602) TO 50TH STREET AT INTERSTATE 27 0 H— �-W U mina Q vLn H OW}= w �' a :ZWm~ (i1 cc 0 Ll •- N M N J O NOTES (CONTINUED)s Q 4 5. 36 SM ARTERIAL CABLE TO BE . PATCHED TOFIBER PATCH PANEL � N 0- AS FOLLONSs ~ N ER I Q F IBEERR 3 — PORT3 FIBER 4 - PORT 4 FIBER FIBER OPTIC 6 - PORT 6 CABLE FI8ER 7 — PORT 1, JUMPERS FBER PORT 9 INSTALLED FIBER — 3 AS PART OF FIBER 10 — PORT 4 FIBER 1'1 — PORT 5 SEPARATE _ PROJECT FIBBERSt13 — 36 — UUNTERM. 96 SM CABLE AVENUE A BACKBONE RING (COMPLETED AS PART OF SEPARATE PROJECT) FIBERS 1-12 (TUBE 1) FIBERS 13-24 (TUBE 2) FIBERS 25-36 (TUBE 3) FIBERS 37-48 (TUBE 4) FIBERS 49-60 (TUBE 5) FIBERS ¢1-72 (TUBE 6) FIBERS 73-84 (TUBE 7) FIBERS 85-96 (TUBE 8) rt. 1 0 � � Zco C ¢� u- Q L0 W =). d® aaawu > Q uDfae DA" or�ao- wx nwwD; aaamw S18 r- -- 7--7+ i -7-1 f--� r--- r-- --"- - r-� - --� fi-- ---� -- - i EXISTING TRAFFIC SIGNAL CABINET INDIANA AVENUE AT 58T.H STREET TRAFFIC CONTROLLER ETHERN SWITC 1 2 00 000000 5 6. 1 7 B 9 1.0 11 12 ON 12 SM 1N 2S a. DROP CARLE 1 2N I IS 12 SM DROP CABLE H aw LJ Z ir > 12 SM AERIAL DROP CABLE F-a 0 FIBERS 1-12 (TUBE 1) a =z H 0 o NORTH to z O " 12 SM FIBER i SPLICED TO 12 SM FIBER 1 FORTH 12 SM FIBER 2 SPLICED TO 12 SM FIBER 2 NORTH TYPE 1 GROUND BOX (GB-1901) 12 SM DROP CABLE AERIAL SPLICE CASE ALONG INDIANA AVENUE NOTES. 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET. 2. CONTRACTOR TO INSTALL '12-PORT FIBER PATCH PANEL IN EXISTING TRAFFIC SIGNAL CABINET AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE.FISERS 1-4 TO FIBERS 1 AND 2 NORTH AND SOUTH ON THE 12 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-12 TO BE LEFT UNTERMINATED IN THE PATCH PANEL SPLICE TRAY. 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED IN TRAFFIC SIGNAL CABINET FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. CONTRACTOR TO 'COIL 25' OF SLACK IN GROUND BOX 12 SM FIBER 3 SPLICED TO 12 SM FIBER 2 SOUTH 12 SM FIBER 4 SPLICED TO 12 SM FIBER 1 SOUTH 12 SM AERIAL DROP CABLE FIBERS t-12 (TUBE 1) SOUTH IF.. I W �O r4 � � N V ' co) N Gi oz .a (p -0 a Q N LL zp O a LA Lo mm m.W~ c� Damn m D $WW S19 CABLE o ON 12 SM AERIAL DROP CABLE ALONG INDIANA AYE. aw wz ww F- Q 1n a = z co.. Ulz z EXISTING TRAFFIC SIGNAL CABINET INDIANA AVENUE AT 63RD STREET TRAFFIC CONTROLLER SWITCH 11111 1 2, 00 3 4 5 6 2 000000 7 8 9 10 1112 >HT25 TIT 111111 12N 11S 122 SM DROP CABLE 12 SM AERIAL DROP CABLE FIBERS 1-12 (TUBE 1) NORTH 12 SM FIBER 1 SPLICED TO 12 SM FIBER 1 NORTH 12 SM FIBER 2 SPLICED TO 12 SM FIBER 2 NORTH NOTES: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET. 2. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL IN EXISTING TRAFFIC SIGNAL iff CABINET AND TERMINATE ALL 12 FIBERS' OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 1 AND 2 NORTH AND SOUTH ON.THE 12 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS 5-1.2 TO BE LEFT UNTERMINATED E IN THE.PATCH PANEL SPLICE TRAY. Q •• �ah�� OF�TFs 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH IN TTRAFFICCSSIICNALOCAB NETLFORECITYLOF j•`yC1' TO MAKE FINAL CONNECTIONS. ON vdb, TYPE 1 GROUND BOX rise°..(GB-2002) ��'•'f 1%7T CONTRACTOR Tp COIL 25' OF SLACK IN All — GROUND BOX 1/ G 12 SM V .0 DROP CABLE Cc ># V Cc ~ - 12 SM FIBER 3 SPLICED TO 12 SM FIBER 2 SOUTH 4)Q� �_ i 12 SM FIBER 4 SPLICED TO 12 SM FIBER 1 SOUTH C7 E V cn _. o a, > ca 12 SM AERIAL DROP CABLE n = Qcc.L FIBERS 1-T2 (TUBE 1) D (A Lo Cm nae: ammil SOUTH mm DA,UM mm, U,MM c-4 AERIAL SPLICE CASE r`14 m ALONG INDIANA AVENUE S20 ram^-. L -- CABLE a ON 12 SM AERIAL DROP CABLE ALONG INDIANA AVE. EXISTING TRAFFIC SIGNAL CABINET INDIANA AVENUE AT 66TH STREET TRAFFIC CONTROLLER ETHE SWI 2 1 2 3 1 00 4 5 6 2 000000 7 8 9 10 1112 4N T 12N. 14N 12 SM DROP CABLE 12 SM AERIAL DROP CABLE FIBERS 1-12 (TUBE 1) NORTH NOTES: 1.. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET. Z CONTRACTOR TO INSTALL 12-PORT.FIBER CABINET AND IN TERMINATEALL OF THE 12'SM DROP CABLE, 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED, IN TRAFFIC SIGNAL CABINET FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. TYPE 1 GROUND BOX (.GB--2101) rt, A+ K .s V.. 4r@ E U 61 V ,� N •0 � a U c� N ~-0 c 0 U > N co Q � r C aR� DRIM Datum W®oa qac IDNw— Dmwooe S21 CABLE # ON 12.SM AERIAL• DROP CABLE ALONG UNIVERSITY' QZ Wuj > wQ Of (A N 2 In H cc Ow in > rr O EXISTING TRAFFIC SIGNAL CABINET UNIVERSITY AVENUE AT 58TH STREET TRAFFIC CONTROLLER U. a ETHERNET RX m SWITCH m w a 0 FO JUMPERS 1 00 1 2 3 4 5 6 2 000000 7 0 9 10 11 12 NT2STTT 111111 1 2N 115 12 SM DROP CABLE 12 SM AERIAL DROP CABLE FIBERS 1-12 (TUBE 1) NORTH 12 SM FIBER 1 SPLICED TO 12 SM FIBER 1 NORTH 12 SM FIBER 2 SPLICED TO 12 SM FIBER 2 NORTH TYPE 1 GROUND BOX (GB-3201) 12 SM DROP, CABLE AERIAL SPLICE CASE ALONG UNIVERSITY AVENUE NOTES: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH. 2., CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. 3. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. CONTRACTOR TO SPLICE DROP CABLE FIBERS 1-4 TO FIBERS 1 .AND 2 NORTH AND SOUTH ON THE 36 SM ARTERIAL CABLE. REMAINING DROP CABLE FIBERS•5-12 LEFT UNTERMINATED IN THE SPLICE CASE. CONTRACTOR TO COIL 100' OF SLACK IN GROUND BOX 12 SM FIBER 3 SPLICED TO 12 SM FIBER 2 SOUTH 12 SM FIBER 4 SPLICED TO 12 SM FIBER 1 SOUTH 12. SM AERIAL. DROP CABLE FIBERS 1.-12 (TUBE '1) rs. 0 �1 E U O V 5 a io N 'o N ZO Cc(D .J CD v1 W) -< oiac waom a �) 1. rn DOWN. CAM <rn co t a4KR rn —I a� �` CD �� rn --A S22 CABLE u ON 12 SM AERIAL DROP CABLE ALONG UNIVERSITY AVE. H W Q � z W > WOf Q xN �x a0 Ld in > 0 z H � EXISTING TRAFFIC SIGNAL CABINET UNIVERSITY AVENUE AT 66TH STREET TRAFFIC CONTROLLER ETHERNE SWITCH FO 1 2 1 00 3 4 5 6 2 000000 7 8 9101112 1 2N t 4N 12 DROP CABLE 12 SM AERIAL DROP CABLE FIBERS 1-12 (TUBE t) NORTH NOTES: 1. CITY OF LUBBOCK TO PROVIDE AND INSTALL 2070 CONTROLLER AND ETHERNET SWITCH IN EXISTING TRAFFIC SIGNAL CABINET. 2. CONTRACTOR TO INSTALL 12-PORT FIBER PATCH PANEL IN EXISTING TRAFFIC SIGNAL CABINET AND TERMINATE ALL 12 FIBERS OF THE 12 SM DROP CABLE. 3. CONTRACTOR TO INSTALL FIBER JUMPERS WITH SC-APC CONNECTORS AND LEAVE COILED IN TRAFFIC SIGNAL CABINET FOR CITY OF LUBBOCK TO MAKE FINAL CONNECTIONS. CONTRACTOR TO COIL 100' OF SLACK IN GROUND BOX TYPE 1 GROUND BOX (GB=3401) 0 52 1 re. �r. N zl U N V yam' cp .O a U rr Cc vV E' co C U. Gc La Del& Im" Dmat� DAUM ORpkt D1AUM u � S23 Q Lila 1 2 3 T T 2070 TX (BLUE CIRCUIT) 2070 RX (BLUE CIRCUIT) i 2 3 0 37 0 38 4 T T 2070 TX (ORANGE CIRCUIT) 4 0 39 40 J►" 5 207Q RX (ORANGE CIRCUIT) 5 41 w 6 T 2070 TX (GREEN CIRCUIT) 0 T 2070 RX (GREEN CIRCUIT) 7 0 43 0 V 8 T 8 0 44 w 9 T 9 45 a 11 1} T 10 0 0.46 12 T T 1t 12 047 048 M 3-36 UT 130 140 1,50 049 050 160 051 170 052 180 053 . 54 56 20 0 210 0 56 210 0 58 220 0 230 058 59 25 060 6.1 0 250 0 260 061 27 062 63 0 280 0 290 064 300 065 31 066 67 0 0 1 0 330 068 340 069 350 070 71 360 0 072 €�Q — 72 FIBER UT - UNTERMINATED PATCH PANEL T- TERMINATE IN PATCH PANEL LOOP 289 .AT FS - FUSION SOLICE Nl S, E, W - NORTH, 'IN TRAY SOUTH, EAST, WEST SLIDE ROAD FUTURE 96 SM FIBER INSTALLED AS PART OF SEPARATE PROJECT FUTURE 96 SM FIBER INSTALLED AS PART OF SEPARATE PROJECT 1 z 3 4 fn 5 6 -n 8 ; W 9 c n to m 71;z 11 W 12 0 13 Z 14 oo M 15 a 16 G) . -. 17 m 18 c 19 - 20 21 -i 22 00 m 23 24 (.0 1 2 3 c W 4 m cl 8 m W 9 c D 10 m � 11 W 12 0 13 Z 14 O rn 15 A 16 0 .-. 17 m r- 18 c 19 'n O 20 p 21 -t 22 m OD 23 Q 24 Q U E (D •O N ao tQ 1-- (D c C N N �. 'cr) ` Q CCc G C Ll- oswerm: Mum QVA% oawrt a� me T01 LEGEND 0 T Ld 2 T UT - UNTERMINATED e -ci $ zg: w T_ TERMINATE IN PATCH PANEL co T FS - FUSION SPLICEIN TRAY 34 Zo c_ T 70 Np St Ep W NORTH SOUTH, EAST, WEST Ld T '2070 4 (awl L U. 6 T u 6 2070 ok [BL CrRcljll, L� 7 NGc.CxRc6rj') m 2070 r)c CORA z D T Crj?C a 207� RX 10)? 7-ir ANGE u 90 T T -�o1?if rr) ' 70 f cr)?cjj 2 4. [aREr, urr) CrRc 3 . . . . . . 1 T CIR(j T Crr) 4 12 T A 5 CO UT_ E)6 7 -0 66 lo 100 E) 10 11 (D 1 T 15.0 T 2 T 14 T t%o 3 T T 3 16,;\ 4 T 17 T 4 rn 5 T a Hew 6 T' 18 a w 0 T 6 0D 7 FS'— 7S 7N FS.- 7 0190 a Fs— SS 2Q SN _FS a (/-) m 9 FS.— SS 96 SM 96 SM Z w 21- G 9N —FS 9 C BACKBONE BACKBONE 1 1() w LL) 0 FS— 10S SOUTH NORTH I ON — FS rn 10 FS-11S 3 1N —FS (Dil z 24 E =17 o 12 FS— 12S 12N —FS 012 25 v E) 13 - 0 13 T RING I TX I T W 14 T RING I RX 1 26 T 14 0 27- a. A w u I RING I TX ('BACKUP) -JUMPER TO 33 T is 3.0 RING 1 RX (BACKUP) T UP z -zx w 28 --JUMPER TO :54 16 z (D r_ 29'X fj%kG rn a, W 17 T 0 a?). _� � T LL. 18 30 Q u- 1 7U T ,,;,rY w M (D LL 0�' Qla IC w 9 E) '8 9 FS— 19S JkA 19N — FS 19 21 20 '52 (n w 2 FS— 20S VLIVO 2ON — FS C 0 33- .4— a) 21 FS-21S JUMPER TO 27 - 2IN—FS 21 96 SM 54 96 SM a V CU CO F- CO 22. FS 22S BACKBONE JUMPER To 218 - - E) 22N — FS 22 w L. 2 2 W 0) FS— 235 SOUTH BACKBONE _3 fn ca .- NORTH 23N— FS 23 m 3 6 3 224 FS— 24S 5 G 24N—FS 24 Fs— 25S-96S 25N-.96N—F5 Lf) U- Z' 36 FIBER om Xn= ommack DAUM PATCH PANEL owffft D^mm AVENUE A AT CHEM= =K 50TH STREET T02 F II= VOUAGE it PLAN VIEW SIDE VIEW TYPICAL GROUND BOX aLr.>;N •w • o o Uwma W IUOB o BON AM BOX iB0.Bp'UK COMM GRDIRO BDX SCiEDIA E MDMo •A• •r •r NaN L�DI ®DI NaBI TYPE mom amm I M x N lam x a x GROLINO BOX COVER DUENSIONS =00 an iTNE DDB6ia6 UNCO9 0 E P 0 I >s !! AE 7 I am a 1 li 1 u 3 JtL I TUFT ' A ILL )I-0D HIM MNOWT TYPICAL CABLE CONFIGURATION INSIDE GROUND BOX SPLICE aam 9IMDI CMIT FL89VC0WCATIOIK CABLE mm tF=UKZM OF YINm CONDUIT a I SECTION 'B' VUMCALLY NImm TYIonTYI amBopc 2 7.6% CONDUIT BENDS PROPOSED CDNOUIT(S) SHALL ENTER THE SIDE WALL OF ALL TYPE 'i' ITS MW BOTTOMOFOFCTHE CONDUITS TGROUND BOXY WILL BE DEEMED UNACCEPTABLE'. TY i GROUND BOX J WITH SPLICE NDTES; COVER • I I• Sffi' EDOI-00 STUDARO FaR APNXI DETATLs L A WM"BEMD RWRG OF 4r' SHALL BE INI)MTAIMEa ON ALL CaNDDCTS TOP VIEW AND SIDE VIEW iYD AODTntlW 'D �pOI CONTAAIIND F)101 OFna CABLE. FOR COMMICKTIOM MRA TIE L COIDUIi 9�1 IS FOR EKNM ONLY. POITM& cpku S BEND Mla[IS Si1LL BE SIX Tf1ES lff t01NUR DI4IEIK. NLTAI NAT BE 93NI11EG AS 9qM ON IIE PLAN ,SIEETS. 7. ALL 8S 9MLL BE F== 83M Y OMM BOX AND GNM = COYBLS 9MLL K L ONTRAOTOO 0" AWM OOI6D)T SMEOIRS IF TEODDED POLIO CCIc5m ON TIE mm LAYOUT 91EET9. 4. TY I CF 0 DOMES MALL K USED AS VM ON IN PLUG IL ADOMONLL CONDUIT MUM MILL BE PNQ M A5 00 SFLIM DICIDMKES ARE BBM)TRED. sm ON TIE FLAN uTaDT 92m L COOM MALL ENTER WE OROUD BOX THI = If STCE MMI. PIPS;" to E V 1� CO c N CO ca W 'On V MM W 'C7 C we AmaOR a�r� 111•.NIR nu�a DAL" m•=U wx XVIAM boom DOI �.... !--'�-.. •---�� r"'_"'� � a-+--(-:. f"`�..1 r��� !'�� '"s-� ��� r'.'^� ►.�� r'�'1 r--�--�-�.� •--ice +-•� "----, BAC2FILL SOIL (STF NG?g 4) 1• am SEE PLAN SHEETS — FOR CONDUIT SIZE 1 CONDUIT TRENCH IN SOIL BURIED FIBER OPTIC CABLE• PLACE ASPNALT'— To RESTOIE ROAD SWAM CBEI(T SLIMY "CSFILL (SUMMARY TO CONDUIT BID ME' T, SEE PLAN SHEETS — FOR CONDUIT SIZE TRENCH. IN PAVEMENT RAN SHEETS TYPICAL ROADBAY CONDUIT SIZE' 7p MT ( COMMUNICATION RDTORS) TY *1' GROUND BON COIDUiT (SIZ AS SNOVD ON PLAWb) CONDUIT (SIZE AS SHOW ON Pella) EDGE OF PAYBENT J \ EDGE OF TMVEIM )WAY CONDUIT (mIZE AS sNIDD( OM PLANS) BORE WIDER PAVEMENT ®OE OF TRAVELED EDGE OF PAYE E NT- CONDUIT (SIZE AS SNOW ON PLANS) SECTION B Y$ 1 T CONDUIT VV .N �yO•� CBERAL NOTM SPACER IRDFMSIOE OF TRE)ICH ). ALL TIEMCIED OR BORFD CONDUITS SMALL BE A HIM" OF 42. OR 40•. TO RE�TIYELY. BFLOM FUE SIE0 qVX UNLESS, NOTED O[IERRISE IN v, V SUDS DARY CONDUIT AML 2. AT LOCATIONS WHERE IT IS GETBBIINED BY THE EMGHEER THAT 40` OF SECTION A COVER MTE OBAFNIN son, CEMENT SLUM amwlLL m 3. ALL CONDUITS BENDS S ALL BE FACTORY BONDS. ; "a_ 4. 7FAM AND/OR BORING CONSM=IOM AND INSTALLATION SMALL BE IN TYPICAL ELEVATION OF TRENCH ACCOMM WITH SECTION 7GG AM B02 �( y S. COMM SLUDY IN PAYBENL NT OY. U orate .move owRcc UUNw t11V011t IIAMJt as�� rat IONIrD: COdFW D01A NEUTRAL OR SECONDARY POWER LINE ------------- AOSS DIELECTRIC DEAD END ASSEMBLY BRACKET AERIAL SPLICE ENCLOSURE (WHERE APPLICABLEI WEATHER HEAD OR WATER PROOF GASKET 2' RIGID METAL CONDUIT DOUBLE -HOLE GALVANIZED CONDUIT STRAPS ATTACHED WITH Ill(" x �/4' SQUARE HEAO.LAG .SCREWS AT 18" SPACING BONDING PIPE CLAMP PROPOSED GROUND BOX REFER TO PLANS FOR TYPE AND SLACK SPECIFICATIONS 12 SM FIBER C DROP'CABLE($) 45 DEGREE BEND PROPOSED CONDUIT REFER TO PLANS FOR S1ZE AND TYPE OF CONDUIT TIMBER POLE WITH CABLE GUIDE ENCLOSURE 36 SM SELF SUPPORTING FIBER OPTIC TRUNK CABLE CABLE STORAGE RACK (WHERE APPLICABLE) 12' MINIMUM BEND RADIUS NO. 6 AWG SOLID BARE COPPER WIRE. N0. 6 AWG SOLID r BARE COPPER WIRE FINISHED GRADE- S" MINIMUM DEPTH -�� 0..625 INCH DIAMETER BY 10 FEET LONG COPPER -CLAD STEEL GROUND ROD DRIVEN INTO UNDISTURBED EARTH - 90 DEGREE BEND 12" MINIMUM TIMBER POLE RISER NOTE' 1. A SELF SUPPORTED 36SM FIBER OPTIC CABLE SHALL BE INSTALLED BETWEEN LOOP 289 AND AVENUE A AND SHALL SERVE AS THE 34TH STREET FIBER ARTERIAL BACKBONE. 12 SM FIBER DROP CABLES WILL BE SPLICED TO THIS ARTERIAL BACKBONE TO CONNECT VARIOUS TRAFFIC SIGNALS. ALONG THIS CORRIDOR, AERIAL INSTALLATION OF THE 36 SM FIBER ARTERIAL CABLE SHALL BE LOCATED ALONG THE SAME PATH WHERE EXISTING TRAFFIC DEPARTMENT COPPER COMMUNICATI.ONS CABLES ARE PRESENT. CONTRACTOR SHALL KEEP EXISTING COPPER COMMUNICATION LINES INTACT AS LONG AS POSSIBLE TO ENSURE AIMS OPERATIONS. CONTRACTOR SHALL REMOVE COPPER COMMUNICATION$ AFTER THE FIBER SYSTEM IS IN PLACE AT THE DIRECTION OF THE CITY OF LUBBOCK. NEUTRAL OR TIMBER POLE, SECONDARY POWER, LINE COMMUNICATIONS 40" MINIMUM DISTANCE CABLE xi BETWEEN LINES -�—_— --' 12" MINIMUM DISTANCE -------/-/'/�'-------------- COMMUNICATIONS J -- BETWEEN LINES CABLE x2 IS' MINIMUM DISTANCE ABOVE STREET OR DRIVEWAY FINISHED GRADE AERIAL LINE SPACING m E 0r V m y 0 V E = aa� �meon omo�ee: dRwe wwm nm�uw asmaax � nww: auwaoe D02 36 (SEEMNOTEE3)OPTIC CABLE CABLE STORAGE RACK (SNOW SHOE) ADSS DIELECTRIC DEAD END ASSEMBLY BRACKET SEE NOTE 4 AERIAL SPLICE ENCLOSURE--' (WHERE APPLICABLE) 36 SM FIBER i EI NOTEBL3E CAE OSURE NOTES: 1) SPARE CABLE SHALL NOT BE. STORED OYER ROADWAYS, DRIVEWAYS, OR BUILDINGS. 2) LOCATIONS AND AMOUNT FOR CABLE STORAGE RACK HAVE BEEN IDENTIFIED IN THE PLANS. 3) SELF SUPPORTING 96 SM FIBER SHALL BE USED FOR ALL AERIAL ,INSTALLATIONS. 4) TENSION CABLE WITHIN DEAD END ASSEMBLY MEETING MANUFACTURERS RECOMMENDATIONS ENSURING CABLE TENSION THRESHOLDS ARE NOT EXCEEDED. TILER POLE ADSS DIELECTRIC DEAD END ASSEMBLY BRACKET SEE NOTE 4 3SM FIBER OPTIC CABLE (SEE NOTE 3) CABLE STORAGE RACK/ (SNOW SHOE) CABLE STORAGE RACK r �4� W �O r4 %0� U m y 1Ht► m 4 10 C LL .0 m O r- N .c N > c d w owra Dawn aim, m� n«Du Dwasw LLUNH CANINE TF SE ?D 332 CONTROL CABINET ITS HU NDTRW i. LATOIIT OF I�7WStpllAliE EWIIPYFlIT AND CtOIFi6lX1A7I0M91011Y IS DIACRAIAIATIC Iq WlT1.g�EyMp�IpNTEIDEADLTLO Ii CABIIIET�EOt1IR M HAS RE A MOWN. TIE MNTIyCfHE WILL BEN INEPOHIS TER TK CADINET INO WINETS YITN ALL APPtIOP1i ATE ITS E SPACE AND ENSURE SIPPLICC THE DEVELOPER MAY ALTER TIE CAO111E'I Calr [OtBATFl1fi SIIO�I µ1XI,YQE SPACE AND ENSURE EASY ACCESS AND W'IMENAIpC�E,. & NAM AA}�RAQ(WYOI mpLD 1Elf fiTN SFELF�Iq{/f1E0 E0UIPIF7�fDI NgA�SpBEE7pI SIIDM FOR DIAGRAWMATIC PURPOSES ONLY. SIIEL MIAL lm ypEpTIEpIpD tETp� SNITCHN�15 B,EEII 9IOSMIN AA T�ImfEORR DiACRAYMTIC PI.NP'06 7CNQTLIY. RAd( 1101M6D SfELf MAI�T,�N C���S tL * �TIABELm AIEIIEATLY N Am f1ON T YN.L GIBLFSM6T EE�iNFR rLTH CAILE TIES TO ENSURE AA 1[l1T IILSTYLLATµI�M TIE IET� BAQ ; IE7fORC EOL1IfMg1I�0EDPM T NRANDOM � COMECTION INTERFACES TO S2 GROUNDING WNOUGTIO TOP OF DOOR K� oppp�R rcul ET BAll PANEL— CONDUIT -- GRADE 1 FINISN--" y[ -A- COX. SLAB GROUND LEVEL ` 1._6. ITTOM OF DOOR BARS •B' (1" C. BARS FRONT VIEW N. T. A REAR OF CABINET (POLICE ACCESS IN ODOR) twxfmput vw ITS NUB CABINET FRONT DOOR OF CABINET fCdPLCET'E WITH NUTS) bous is- I= /-yi' CIW,6ER SIDE VIEW N. T. S. WORK APRON y4" BARS 'B' 410+6" C.C.)— CONDUIT (SEE SIGNAL LAYOUT FOR SIZE AND NUNBERI FOUNDATION — BARS '8'-10 EA. Lel may, a AR 'A'- NO. ITS IK21 CABINET [fRTALL WATERTIGHT SEALING COMPOUND AROUND BASE OF CABINET FRONT VIEW N. T. S. CABINET C. 2'!-b' BAH .D. 2' TOP VTEW 0'—� CABINET FOUNDATION TOP VIEW FRONT OF CABINET LOOKING INTO FLOOR, CONCRETE APRON WARE. ,TOP VIEW T. S. N.T.S. 2'1 3" % 3'- 3' CARINET BASE NOTESA 1. ANCHOR BOLT INFORMATION INCLUDED WITH CABINET. 2. .CONDUIT SHOULD BE STUMED OUT NO CLOM THAN *' FROM THE FACE OF THE CABINET. 3. CONDUIT SIB OUTS SHOWN ON DETAIL ARE DIAGRAMMATIC. THE DEVELOPER MAY ADJUST HAARRDWARE CCONFIGURLOCATION OF ATI�MAINTAINIT SM �ANDARTO ACCOMMODATE G B FIELD CONDITIONS ANDDINA CABINET ACCORDING TO T%DOT ITEM 06IB. 4. CCAABBINEETT BµASEFDIMENSIO DIMENSIONS AND BOLT SPACING SHALLL HOVIN AACCOMAODATE THE CABINET USED. THE ANCHM`BOLTS SHALL BE PLACED ON THE INSIDE OF THE CABINET. BAR N0. BARS SIZE LENGTH SPACING A 4 5 10'-b' b' C.C. B, 10 6 2'-2' VAR. C A 3 2'-0- V -2' C.C. D 6 3 2'-21 f0• C.C. E 6 3 2' -0' 6.51 C.C. PROVIDE 2", MM COVER. FOR TOP AND SIDES -10' OWND ROD —BARS "A" .. E O Is. I r U (D V -' (D U) Ca U -a c cc U c E 0 =. Z6 ca cm ~ 0 < N G GR& P®'101t IfE9tlNea vA.ALR mvm 41ANR amFa iaoc' (oNA� aemmom w .I PUD on AIEAB t9, x 4r Sm WE 41 ♦.M sley Devices -, MIX Nova n Aacvgvad am"Mn 1 I I I 1 ( e � I 1 I I I i I 1 I I I I f I I I �� atz rm¢ n END Qt0•D I ROAD WORK / .B EM n 8 1 mm Imeltmtw d, thee 1 e.s ne s.MMa It ise ears aW M o 4MI.o a w RT. " ON 1rawW .qs 0 \ ` ROAD Paaa TCP (1-1c) Work Area Near Shoulder �b X.48' T OIo.rllsla0 prtoR t�'1p1E n Tmr 1n e.rla.de. antar vabtaLs 4mla,�ar lop ar rmmkq lld arage flop mir "Wolf to nesafe4 it sns1l Al 411swapped tip( d114.1ta1 AfMPYete � J I END ROAD WORK • M 1 1V` ` as PICK a 1 I � t aia.rlslud ow Ied, 19L" late n N . quidi��1101L , = TCP (1-1b) Work Area on Shoulder , am"M Inn rirow n t + IfMK /nvW I f � ion n !rk W,Mw ar oar I .wt..�t ..m.ery rar Mr rrs aprato► .aeh or Rui.. avmM avw. I .1a., I ro,Wo m a0 eeoaral.e Tr01 iota a e dW$ � a Of ttur 1 iw dertom a all then 1 I I mn. tneOfiM .IrY WHOM I L -4 ( 1 � I 1 I • C 1 • I I � i t i I \ Ra1D 16 aaa 1P 41P It 4r WLU -off IIOIF 11 TCP (1-1c) Work Vehicles on Shoulder Mm e>m T1Pe pt Ilgrta.m .. I1MnY11zMp o.v1.e. Elmo � 9earry 11rk Y.hlol.. ®Pmk 11Yrtw A1hs.Mr FFba"rp mm rem a .uM • Mo Flamer i Up faef Y(Mrq Owil TiYC ' le * ra...etM .1.. N OwiO Yla ilY!� %OCiIIY Ol.ton.. f0.}.p 1t fsYula �� i NfM 1 PM� �l 0 TOMI TagYM 30 35 R JL- I50' 205' 165' 225' 180 245' 30, 35' 60'-75' 120' 1$0, 40 265' 295' 320, 40' _70'-90' 80'-100' 240' 45 50 L-WS 450' 495' S40' 49' 90'-110' 320' 500' 550' 600 SO, 100'-125' 400, 110'-140' 500' E65 V?ODW'7070' 7060120' - *600' 780' .65' 130'-165' P700' 840' 70' 140'-175' *1100' *Ki.W t...nr ne1...n nin1Y/ 0.frr 41.rY1 Or. 1W PLI, .s�.'I.M:r efM IMS s,..Md r..Y WO TIRIVL UUM snit ttM ,are n19.ml.L Ie. IWIIE arNTlarl Sf►TItame gWY iW bL1I01M1 SfR101®1 Guam mum 1. below Oki - w steles M Llr p•.4 Min "behad10 640 On b All fro gm 1m,ir 4eflem tl raw 00NOW Uloe. den Wed lane 1d. lrlayl..etol a o>tftM n .taME oM.rrrY Is ih. par. i 00 M1b need foot I itw aAomm..anl(..t•. MAC to anal led e) ara.0.l fa t�Par 61 1a .P..1 Ae�l l ltiM *" aa*"- rgeM4 etOne eaar/1d M eleq.d 1ar4 aH id, 'IC' rNW d/Hrrn.. a IYo.tle..ark W IelN M agar .4Ylwrd, AbMWd he P&*W near to rl**-a-VW line old In emFW WM. Oaad O Wde. Only lovquoll"ed I,P..1. doll be tnb A list of amyl lard, WWoN •M f & so.oM My to aelsMed tW W111me or f ghW TrrafficcOOo lose, 91WNa - X TOM Pelrlreld, a Tr•rpaMtes IL! [sef 11M1 "M- A.dhy fies ipM•mlp IN C O 0-3141 6 IN as nlwla Hdl W-SvIOAi.MIWda.aMs.t(t.l. *A nemlr.Ww rnt for heEa Ijet.a In fir Project Cook ROM =1 IOt. Porto.deS Sign and warm Handling. I ilk b 15ff. �5_E lk v1R o•�r ti+IR • Eli rp �i Jill E4 �M t .4 d i J R 4 i i e i— -x x 1 x 1 DLL � I�YJ G83i m4,►,--�L. • • - O OO Q m l'. 0 t a i vIn.wfl!ML0 0441nsai— amo AR Stop—" +00-awl 4. s XY10 A�POH n.w so mi• e a• �.d� bi'•:J�r pi+m+r Bu�Jaauj�.�i: w�'Da�vw+.�8 :1 ad�i :lw � :In �4i w�tume�o LEM L ROAD'i ® b" III bprrkadl ■■ Owmi Iktr4DMar 9FIW or WO-� a YI, I"Yt�I. gm U.ER lm UK on v b,taAad Atl�uolr ROAD , - x N• mw I ROAD w MEAD m / flaldad lord F'mN 20 C MD-10 � • I 7 no FICYOv i Sir past V !1J\ ttFE IbA tf CRO-AD u�o IpdGSs- 67� - III wt 1) t�f 14 I Igrk v"las r ~ s Cx20-iD i 1lr amord owatlall, awA i w• x u- I •aro..d Ir�.wr+a [ r lnoba. oon101a awra,. Sff M6tE AA I I �' at&. IAeIA rrOb In rw.No - from lard I I of tl dwl b asawlhr I tIa arf.r at at tt.w. 1 a aa.umll. armor :ab bm to :inl'e.. I I '..b of led *m at IIIRaat Wwmftd.ly. I aw '� 1 ♦ tlaa.nr,rrl trai oav TM"L Iota d ftM ubpl: eels w�iaxl�e ' I i � ram. � I � � I e .�C 4 tt aGib1A MOlit- 6 1 I I k xn I. � r MdW In Mr'Nwy Mae all-a1MC m Own W. i 7{ t, At tronro m-rM &W.W II W-kat d aretla.- -f I PY Maow rIM tlr trlmple veal ow P- am"R ri—n eta" atw1Mr. d r a till W/a x I t A 7A� Idea C-ra0+ Q1 both o �Ia%atl an- r + e I a, s,.r•I w asrlol dada La wand a MnYr 3wr tra. a.r.N trorled way. A MM lddl apo-a tinllttla adRna moaflp at" dwid ba Installed appadaalalr lx tratba aa1 and r f+ca to bgbntaD of a lad I y I r vadar tar. kl bed 2" MW 1 nw pl amm-a .arate0 Npn 8 R AOPo( I t raa d be paned a ter •r .Inbm aatar4M > ,( - • C ppayyy kryekAFIM prasela. SAWI bed a" A 1Aat of owllatf i all I = !l ( rFadtnM odd DbHr.avoa. ode be ablaYrO oy or, IV � farYp I dun a>EAn . ROAD I �oAD �• I I MILK Toom.76M-cw ctno-to 4 a 1 D ` g-wl AK ° Ia�def.awktx as a• x a- I I tn,� SUMM 11 I ctrm to 1 I �- A WE 1A 1 AqF D T Adakdof ►�diolt 1 wax i.- • . *up - is Ioa to TRAFFIC CONTROL PLAN TCP (2-1o) TCP (2.-1b) TCP (2-1cJ TCP(2-1)-98 Work Area Near Shoulder Work Area on Shoulder Work Vehicles -on Shoulder -1 a r •r a.- a «r 1F1 1. .r oa.w 1arlq FIM• ,alw/ DNk.O. 30 3S = L• � 1 �S' 165' 225' 1!0 2�5' 30• 3S' 60'-T5' TO'-90' 120' t60' 40 YBS' 29S' S20 �0' S0'-t0Y 240' �s L-�s Aso' ass' s�o• �' So'-tto• szo• 50 ss s00' S50 FiN SO' sSo cos sco� Ss• tlo•-t•w' Soo• co Go TO coo' T20' co' 120•-tSo• *coo' 650' T15 TI10 130•-t66' tf700' T00' 770' TO. 140'-1T5• ::800' dam os bdl0i FA;mw-7 42' x 42- elaiei in nLIIp � ltslp dwwto kor e0adw w01aM r110 orals flap0 W %UWN IIOV& 1M .Mdw whlo a III rWIOVIOW WHII Tr101t111awMd ~At1.xaletar. 7w0orary N'yS40 LM. anw�0ia� IIII-f0 !/iN N---- N• —gal 1 1 40- x 361 K, - Diu* d'0 6cder6 9aahprsetl - IhIta 4ib' MflootlM - I-IFAk PO F' PE ( <*> U - xW x4Y TCP (2-2a) 2-1-ane Roadway Without Paved Shoulders One Lane Closed Adequate Field of View I P3 4- xaYu 12or AL� 1�x- T Ig to ,Len no row oramIt wr dr.doe "bloom IEM ® T10e III II&I'M de BE' IMp kvkn 9 Flop low SM earimm" am ad iroffb Wa7 tort 1bpi0td 219 fitdl Ibaxotl A1wp.a0Ar 9'dl w came" Fort ble GmpKdM RNFblalbrp Move Farat itawap SIp C�10- MO Flapper i � Fad TCP (2-2b) 2-Lane Roadway Without Paved Shoulders One. Lcne Closed Inadequate Field of View 44.1 as WM V Y11W.e aM1 . 9ep.t.. ep..1 U., #. Owl" wnMw alp ee..t9 x W/ws Ike Wftw » Mf"t a Thee' -Ena Taee.f 30 35 40 d 1,- 205'45' 15Wk.40' 00 30' 35' 60'-75' 70' -W' 120' 160' 265'0 40' 30'-IW 240' 45 50 5; 60 L+WS 450'0' 45' 90'-1t0' 320' 500'0 50' 100`-t28' 400' 60 55' 110'-140 500' 6W.0, 60' 120'-150,65 650'0 65' 130'-165' 1P700' TO 7000' 70' 140'-1T5' *9WI N Ome.Hnoo hoot#- WON.Ow e..t raae...ff. Llaeat M :ow OW aVIM of ar'p.t o%) wmmo a mo .aw IINUL _ ..—.. IIWTI01____ MOM 1x= I 7ZZ 0091E Boom 1. Flea atI I 10 4{ae aewfge x/aeavwo a.'., j 1�� _ 'S All iorfto lrol da�.J�)�, s.ogT own BOOM td41 10e trl"10 0" ewr be a4ttd vpa geMa .lwre In 0w DIM& '6 l0e 01 MOW 10 SW Alp oo r be *41 W afMr 9e W UK WW M ,." elan MO IrAw otp opoolop delI be mletslw& 4. T/00 alp MWia OW01 nir be WE! o1 W%%Nle doefor adrealtr acne d1.e ai I r Mo0 an. O.H rgmft M 111 $�eve�l erect a re.dfq� nFM I.ee ie.. Ipp01pl wtleaR eryeeeAoula M n Ia�per lbae 40'. 3. 1 � �UM "test.elp .Fall Ofi pF� 4x a wpFort'at a 7' S. Flpplee aimltl vA tb'•4Y M" or adlrl ewYlob or aa.dmllae t Lenplb afar sat ene e0euld be O.•e on the 461 ft of flep11r010 0. Ia• YNawrdtaN taw @He*'" 0- It I. not feuo101e to rown "Man Iorawrw o.* pr. Me damilhattat mot bo .ed. Ia. dmh&A Or 04011a Y cam bdbrradl . Theo it "NOW ly 1 OIy1 U dire" O.er a 4MMS Senor OWA l bll. IO alcb IW*tORe o eslauw drawlxbw dw1. 0001lw of t0 wet 10 needed.. The 10 wet d asl d om "Nkd r000>r. Hat I*-' for the am of aaw6lotlw 1aNndtm ad nt The selke aw* saw 2 Barricade and Construction (BC) Standard Sheets General Notes: 1. The Barricade and Construction Standard Sheets (BC sheets) are intended to show typical examples for placement of temporary traffic control devices, construction pavement markings, and typical work zone signs. The information contained in these sheets meet or exceed the requirements shown in the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). 2. The development and design of the Traffic Control Plan (TCP) is the responsibility of the Engineer. 3. The Contractor may propose changes to the TCP that are signed and sealed by a licensed professional engineer for approval. The Engineer may develop, sign and seal Contractor proposed changes. 4. The Contractor is responsible for installing and maintaining the traffic control devices as shown in the plans. The Contractor may not move or change the approximate location of any device without the approval of the Engineer. 5. Geometric design of lane shifts and detours should, when possible, meet the applicable design criteria contained in manuals such as the American Association of State Highway and Transportation Officiais (AASHTO), "A Policy on Geometric Design of Highways and Streets", the TxDOT "Roadway Design Manual" or engineering judgment. 6. When projects abut, the Engineer(s) may omit the END ROAD WORK, TRAFFIC FINES DOUBLE, and other advance warning signs if the signing would be redundant and the work areas appear continuous to the .motorists. If the adjacent project is completed first, the Contractor shall erect the necessary warning signs as shown on these sheets, the TCP sheets or as directed by the Engineer. The BEGIN ROAD WORK NEXT X MILES sign shall be revised to show appropriate work zone distance. 7. The Engineer may require duplicate warning signs on the median side of divided highways where median width will permit and traffic volumes justify the signing. 8. All signs shall be constructed in accordance with the details found in the "Standard Highway Sign Designs for Texas," latest edition. Sign details not shown in this manual shall be shown in the plans or the Engineer shall provide a detail to the Contractor before the sign is manufactured. 9. The temporary traffic control devices shown in the illustrations of the BC sheets are examples: As necessary, the Engineer will determine the most appropriate traffic control devices to be used. 10. As shown on BC(2), the OBEY WARNING SIGNS STATE LAW sign and the WORK ZONE TRAFFIC FINES DOUBLE, sign with plaque shall be erected in advance of the CSJ limits. The BEGIN ROAD WORK NEXT X MILES, CONTRACTOR and END ROAD WORK signs shall be erected at or near the CSJ limits. 1i. Except for devices required by Note 10, traffic control devices shou.id be in place only while work is actually in ,progress or a definite need exists. i2. The Engineer has the final decision on the location of all traffic control devices. 13. Inactive equipment and work vehicles, including workers' private vehicles must be parked away from travel lanes. They should be as close to the right-of-way line as possible, or located behind a barrier or guardrail, or as approved by the Engineer. Worker Safety Apparel Notes: 1. Workers on foot who are exposed to traffic or to construction equipment within the right-of-way shall wear high -visibility safety apparel meeting the requirements of ISEA "American National Standard for High -Visibility Apparel" labeled as ANSI 107-2004 standard performance for Class 2 or 3 risk exposure. Class 3 garments should be considered For high traffic volume work areas or night time work. (hly pm-lelet irled OV&Dts elntl be UN& fin 'CMi.leM flak lam Trof is Coo I I Devices List IMCD) d04Wtb8e itropaotlrlea p vdmfe and iwir esUaes and wAV be rand m-1(m at file volt aft ess given belay or try amlastinip Tekae Depwiralt of Trwporiattm iroffle aperotlw Divislm - TE Phan I512) 416-3134 DFJI eDDRIM115 FOR WOOM Dt1MMB to * Rork Tam Traf .10 Control Deyloes List 9COn ) kf tpt /hvo. Mdof.11aNp W I taotiono/rr0!! Iah1e Tones 11wmal on Uniform Tfaffla Coi Was$ CIWJFM) MIry/hev. fledef.11ev/altl ta»tool/+rarr l0.ldr 9fmdorvl Ridtwy Sign Dee1Qn for Tans IpIM hiip//na.flnbt.DaNpWItMttanRrof Ia.M0 htipTrarf/l0 Fllplmerrlq =dad 9leeh /esr. AImR lRw/bulnu Va1s01a1nINe Met lot Prodmr List Mee//era. fledet.Dov/bvoleeos/prodeaeret lsf.hill Deparrelalbt Yeleri0l SpeOtftoattoes taBT kttpllYew rltleRtlovnervtese/eollllMwflWmfertaleapeslflootlom/ Iloeee�l vostm ltaenl tlftp,/hns. fledef.doyNervrow6rrr0N0ervta✓muoto.kto v Depx1mW of TronFPw1d 1 vl Thom QWd"I alma BARRICADE AND CONSTRUCTION GENERAL NOTES AND REQUIREMENTS 1 of 12 BC(1)-07 $ R X g x x i � 9 H �I€ aIJ ; � b4 kJ 2 i if I r I ui 4 7 J a N �tl U _ cc m N NI w.:..�1 �°'+ e'.'�t!^.!!!.►�t R �° Rai�u 'F°i�i°?ul.-�!' :?° if°�°1.�!H+�.4 Rai+ �IWN �1� �.+� rt4P�u ':imt �� + mi...rf�- n..4►"�a bw..�es :i v' w:.7vi #0 Wa T "aumic S 1 °"'sum ,�-x aawk` - -lo- WIDANCE FOR USE: Csa Lnsns TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS Work zone speed limits shall to regulatory establisheres d in am do with the 'Proosdfor Establishing Used Zees,' awl approved by the Texce Transportation Com iselon, or by City ordinoae when within Incorporated City Limits. Reduced speeds should only be posted in the vicinity of work activity and not throughout the entire project. Regulatory work zone speed signs (R2-1) shall be removed or covered during periods whet► they are not needed. LONVINTEN DIATE TERM WORK Zaff SPEED LIMITS This type of work zone speed 'Iimit should be included an the design of the traffic control plats when restricted geasetr)cs with a lover design spud we present in the work zone and modification of the geometries to a higher design speed is not feasible, LongtDTh mediate Term work Zone Speed Limit signs, when approved as described above, should be posted and visible to the motorist when work activity Is peasant. Work aattvity may also be defined as a dxro in the roadway that requires a reduced speed for mot. late to safely negotiate the work area, inoludings a) rough rood or damaged pavement aurfaoe b) akbetantial alteration of roodsoy oKmatrics (diversions) a) oonetruot[on detours d) grade e) width f) other conditions readily apparent to the driver As long as spy of these conditions exist, the work zone speed IImit signs atautd remain in place. SHORT TERM IrORI( ZONE SPEED LIMITS This type of work zone speed 1101+ should be )mlUded on the design of the traffic control etas when workers or equipsmnt are not behind concrete barrier, when cork activity is wI+hIn 15 fast of pavement edge or actually an the pavement. Short Term Work Zane Speed Limit signs should be posted and visible to the motnrtata only when work activity Is•present. Nan work activity is not present, signs shall be removed or aovgred, (See Removing or Covering an B04)i. snwdm r - ror �. d1r.o►ron wnu,. sm scm for awdH-�nolww aea 1. Regulatory work zone speed limits should be used only for seatiane of oonstruotian projects where speed oonh I is of major importaroe. 2. Regulatory work zone speed limit signs ahmli be placed an supports at a 7 foot minisssa mo ding height. 3. Speed zone signs are iIlustrated'for one direction of travel and are normally posted for each direction of travel. . e. Frequency of work Zone speed Ilmit signs should be: 40 mph and greater 0.2 to 2 miles 35 mph and less 0.2 to 1, mile 5 Regulatory speed limit signs stall hate block legend. and border an a white refleat)ve background (See 'Reflective Sheeting' an DC N)1. 6. Fabrication, arrectlon and mainterone of the CN3-5 sign, 620-9 plaque and the R2-1 and R2-3 signs shall not be paid for directly, but shall be considered aubatdlary to Itm 502. 7. Turning signs from View, laying signs over or down will not be allowed, unless other- wise noted. L Techniques that may help redm traffic speeds include but are not hefted to: A. Law enforcement. L Flogger stationed next to sign. C. Portable changeable massage sign (PCMS),. 0. Low -power (dram) radar iraem)tter. E. Speed monitor trailers or signs 9. Speeds shown an detniIs above are for illustration only. hark Zone Speed Limits should only be pasted as approved for each project. CSu �uurs �`Y J �i $ g 3 $ {� $$• 4 his P 9 C sst § ii $ y 05 5i c; e b A G 4 � Sig b i e6� g Bg �E ai >- a jo Jill �• : i b s gg$EMl J� i �sii g g3 �j si i agg igs 1M,�� �a— $ - . SSE •E E E R^k �. g RB � � $ • 4I -as �� �a� 1- • E t a $ a +lis $•b -A$- f= a IE 4- his, }�R , i $ 1 AEg i a•ia sEE 4i = _ $s a •i g `� $g y St 8G g E b y g ! l Y `Mft�3 3 g I E IS 111W �sRis9 s;$Eirg, EE$� �$•� g�E38 E6teH p R € his jis Ms11 'j[¢t�11R.M111U81 ��Bill Epx} flip 1f�r�fl�s`� �� Erb siOR �1 5� C (s [dd ddd �dit 7i��j it Aw i 1 1i 1411111F11145 F hmo fill; i it lit 811 7 T J �K ]HIli s � = exi�rlkBbR A � J J b �[Alk gf i�i x iE 9 iii j{8 ^. '. a < rp e p lbEl $ia��-Y---� As i * sii�E y ]elk p E E� b $ • my �°'.'1 !"!u ,'.4 ^'�'. yoouL .�° • au'�1. .° °t a 1i+± to uoJS -MI Ae M A j•• co '.Sw -14-34 b _Allow awl..4 AQ ow-j J A'.xia w;W_. j Qwnv ctd st E ld m SKID MOUNTED WOOD SIGN SUPPORTS LONO/IIiTMUTATE Tm STATIONARY - pWmT LE SIUO MwNm SIGN swPORT$O Tan tepHale Metal Madam as ell lY aq:�of lies m sa ft. eI need r sign fame Lit law,ism Past II bo �, r r WW �. amok eel l.aalh of ak1Aa mar Ay a utoreaew to see mew o� add "" .l ift 30' helfed w bd x 1a' Sst sow rdfeeed % Ld * or YI' �xl blow i I;r f UP bolts VMe mslvvmwmI]- or 341 x 3 Ur rtl►7 tad l`—J eoeR +pr. $KID MOUNTED PERFORATED SQUARE STEEL TUBING SIGN SUPPORTS M x U`-toes Ji x 3S`-loam i - S/IPbmlt k Y 1/I' ada'S baltr, aodrtmM LS' i - i 7/r ►lastly •alhr, adre0m iNmll p7Mfo Ibl,"l slaflq 1Y -LIP eadtra, e7,fl M' Side The • • a .tW i' unto w61 sled alma LEG USE o • • • Y` _� I>r Oa Writ* r xYx IW x 13/r x It foot lY gla• dda 12 go Wet 1 LA' R W rpotlst loaf Ike daT S1LNO 100 bT lfL1eE1 7 Lr gpit. rand eIM LIP Imlr dbm M. smLW am or1W xIW 14rlpk► mml - F" d MIN, uffjo* Not swan ttaas telaeoea b �� 1 Hr 31• b fo T :w:tw lar. fi o it rla�ip� IT Vold bolt "IV Ito" at 71 9" imp 9f. *Id eats fo am" on woolte old" goktp S• In appoelh dinmt)pw, 1 3/ra es bras 14 qo art. sla � ilI po r .YeW eta» now state Itsre rxrx ld R as akpds WEDGE ANCHORS Solh ebel and Walla IWO )ado 57gp is lion on its so Slodwd SIMts may be wed a NBM my aka eypats far e10m IP to 1e aadm feel of a)Tf7 (Wea*ae*aaftlems *mW be r 'keHleBBONN IN liIn Impid a ID).by SaOlaur. t yr elo.,tryW r 0 Ar P� lr oEjr f M Waffb' rUH1 /- ir 3P troop POST SYSTEM FOR GROIlMD ACUNM SIGN SUPPORTS INmm 1 L7N. nmm�wolm" [i31•��Es•�ir� GRAND MOUNTED SIGN SUPPORTS kern to as glared dad tlr aaatleahrar•a toots Iattas vameAr. far .oats tyW elOt aapa4'l. a. emtw ells aquae raoloaa moll and bm to tee aalxrWalV a reoeemaxkllan Tb past hWallaftan atn.bm Ird Ar Carper e(aaa. PERFQRATEO SQUARE METAL TUBING sift slam i3 epart •. 0, tsx► 1' 9 1• 9• wmki mbwt obd,mts Qum om .. 3r w& w 0110" S S aMe"q abt retefaralaM S S 65' ado 6e alms . 4"Ift Aeaha !glob = 2 no sow. a ww � shop sIn al lS 11/r twat i S pail s°IS' i f sr da. In rom di S .. uaolt Ol M ots Pat) S ' ' n/40 law ! f root stwl s i posts Irywt Y aprmll 3 lA do. um ISsttla"aN delnfaaba Slemee77 I. MM Is may be and to its eemebty at satin sift supports, bed ur belts eFlb sae r 7/d' It 3 1/3' =must be tend an wry Joint Or Thal Z Yee Malts of Wood lawkft rdlaaa aw. Shirt Tan apwfa ON be fpmd as 1a cww list. sea bens for * 11d locative, 3. ks mate Chet Y alp Wets rm11 be waled ehlN" a T ft. alrols, ~ for 8090fle eabrloh maw m tlm WICIIlist. y min p oleat to owpmb4 all eta" amw% aw. falndathlM 001 ba rowed Was ima pre)aat alto. we will be gamlared 8E91411017 to Ittw SOR ❑ sea NO) w aetwfwt of jerk arott— * /dell also Wets Ka be am aw• Spllol"b Will bai a e11waL nab ahpl l a W1abd +ll/w So. ate a¢tm farfte tine of pint eteefrof. � 11m! oa 4e Iaad fr aam opelaud mist aapmr►. WING CHANNEL Up—Wtomrbam wted soda Iftw 7Tomm V*~ of Tiarlowlil pn natfm awo4am m"m BARRICADE AND CONSTRUCTION TYPICAL SIGN SUPPORT STANDARD 5 of 12 BC (5) -07 DUE;—I H al e..r.,e. w taw ef. tits a,. oaf .1 Fa "cmx4mVISIA SM RECOMMENDED PHASES AND FORMATS FOR PCMS MESSAGES DURING ROADWORK ACTIVITIES. I. 7tr Dolnew1ko whr *all worm all ..mow. was'w Pa (*l akoaeabk smove atom o m. L (w••P• en PM dead wtdata no Aar. thm A rp Wm* far is sills sneer OW approve Other tasseOp s not epeoif1l l0a � Y covered here.) .."AT.- °ar".' naf'°an4ra° a`„a a °' .a' w •le` • i INaoaaor *old earlsf a1 a skis pare, or tw Alms flat Phase 1; Condition Lists Phase 2: Possible Component Lists allwtgh. TRYa-ppam m.aawa a!a Act dated. fall qOm Q1 1b aswo alodd saow 4. thaw drupe. wd mfawwwwraltd IN . Rood/Lane/Ratip Clostre List Other Condition List Action to Taice/Effapt on Travel LOoatian L18t List WarninD List +t+t Advance Not toe Lis+ a. Yw.fha art MW to rater is m'asif ras m a AUM, La., Doaetrm do-lhw W-10M 'OP. knaCLOSED 'D�i an Alwt�t m tat ravel or IMa'a1sf. dm{otatles (la. iq, fla FREEWAY' FRONTADE ROAOMORK )00( FT ROAD REPAIRS MERGE RIGHT FORA AT X LINES FM )00O( SPEED LIMIT TlE-FRI xX Au - alaq rIM *M ntOr wean rstrAea to • rsoatq. L Min nm k of a I Tdi mama Par(mul m o rniwa 7 fast wcv.ltr worts morals 7, Ve ftrr •11101a • *Auld 6a &sd ply If Na mrlt 1. 10 %MILE ROAD CLOSED CLOSED SNOIK.OHR 17.OfiE.D FLAGGFJI XXXX FT XXxX FT LANE NARAORS DfiTOUR AEXT RIGHT RIGHT USE BEFORE XOODOf RAILROAD xx ASH MAXI" SPIED X PM APR XX- xx aIatw w .lath mtalry eta tad lar fultlay afnito m rdtwtr. nru ww. Aolm =tle�. sna Ian.f soft *oW0 ea dltp�a m tAv MK If work Is to kt01n m fYldoy svawMy as(or m.tlrm two Ihnov -mina L 1ir FApprtr/Rd1PA 01 IroY asltW ar d 01 aaNsm MdaA era well- m AT Sit xX0( ROAD CLe�p At Xxx f1 RIWfT LN RIGHT LN )%)O( FT TWD-1TAY TRAFFIC x EXITS ISE EXIT )00( RD E%IT CROSSING USE SKIT ltFx'T I-xX Xx OWi M llum X PM-x AM BEGINS MOIDAT dl.µq.ttlmpr I"rrafpr x itrsa r�eel�aw ae 6 L M not Yltaw` stows er mrdr Iralwtaw0 to a tamaa0e, llr mseaw OWAd to tomb era or aordta wr rlla dlspltted. 1L 0e wt.olMW rotated I who ka m a-twwwybmo OOMM 1.&' FM )OOpI RIGHT X LANES X%X FT RICIIT X LANES XXXX FT MERGINI) TRAFFIC' X% WLE CoNst TRAFFIC STAY ON US )00(1 NORTH M11.E5 USE PAST I-= E US %)O( xX MPH ADVISORY SPEED �� BEGINS MAY XX it. 01 not s fM and 'Go_ d loan.. oM pmplgYs ihira IMr 1!. 11. not dlaNae 1m wanes %Mu sw t1Fr or %Ms'i am gift' as o PdW trtvrs ae not twartfatl tlr mtwpL 16 Ob at coal -mew -t rt-taroll norlmwMy Ar vsitfosl ry area. CLOSED CENTER 'OPEN DAYTIME LANE XXOO( FT X00( FT LOOSE UNEVEM GRAVEL SOUTH TRIICKS TO I-70(M x WATCH E7(IT )DOf%700( %X M+H RIGHT ANY X-x IOI PM es few et toe old► tL ltr fdl (af(wq 1aMs I Isis abtrntoft0 w otdr aM to vd prawn fttaf ev aooa tab' 1. for Ilte m a PT✓i, eaM words N a Flraet wef w Iltptlea tq.tlr. � or proem tot m" Itot artld test M 0.06ED NIGHT LANE 0.061lRES %x)O( FT I-XX SOUTH DETOUR EXIT X MILE X%ID( FT ROUGH ROAD US x70(N WATCH FOR TRUCI(S E7�ECT DELAYS Xx%X%70C US XIXX TO EXIT USE CAUTION II XX AM NEXT FAl^$UN L t& POK awe aster Idyl Ahwltl to * lowt to Irldw for trallw rortld tl hoof VS M tllo aid 11r tart OvA I* t ible y v1a last t1aNa k halal. craw w Not and fast. TrwaM saudw tnlb mot trw. . ahastihr Mlyl as fa 4taWo etl wr4 hi Natant fi'ar at ftatt' att VARIOUS LANES CLOSED%%)Of D(IT %x)C CLOSED PAST' NEXT X MILE SH x)Dlx EXPECT DELAYS PREPARE TO STOP DRIVE SAFELY xx AM TO Xx I+M fort. CLOSED FRI-StIN IL l.rr 14r of Nat MWId be Dotard m th/ we.aM bw r011 flat I=eft }r,Nol� road. 17. ff diwbftd, •Nr ffME ttauld dttwdT fe an IlLaos. ahaldl Mot rll t EXIT CLOSED RICIIT LN TO BE BtfP 46ii US xx% EXIT REDUCE SPEED Elm SHOULDER DRIVE WITH NEXT TM trt Worst M*Wlsh ant rill adz w msa ie a1atY rar►.n irwtl sat faN Ito. rtlltrrtiwtta, A.poHRa Atl* m • arior N Ier1As11a1 -lid w" ka'. k.ppaari.l. MALL CLOSED X LINES TRAFFIC X MILES LANES xxx FT ISE USE WATCH FOR CAtffi AtIG XX TONIGHT 70( PM- Owd w P1row Abb. card or Plrm Abb. DRIVEWAY CLOSED 13LVDSTAY CLOSED SIGNAL SHIFT TtIE - FRI )000( FT i♦' LIIFS SMiFf M Plraa t mrf be wlttd wA* STY a tAIE 41 Phew t. OTHER ROUTES WORKERS XX AM � IFif Sor A191Itafim OAwIN4e Ile) L miles LAB AW4ontlm M(a ilq- I1"no AN- 101Irw al I.CMy 1 r 2 PkNt ore 10 w ama as a Po6 L 7ht I.t 0 Or b= *cold be talsetw fret Ma 'eooNLGW WP Clean List` ON t o `art, Cooatka Use. 3, A >sa Plan a n orlold kv /M •Asti- /b TaANEflasf 1. 7M vsrdt MDR. = ma ALL am w k I oleo od w alawvwIdto. L "pV10 d/slatMlaw 14. let Sx. a err v om w IMpywapM w 6 00 ii�T. Ilttpl ma W= for a➢h lobar r. b Y m1 el an ate Tfawl, LatafltlA fttlrW teraNrli or Aaarla Netlm llrte Llol'. 4. A Ltaatlaa i as Is noun v ahly If a diNallaa or hafton rrt,n,Urad In the first PAN orlaotoa. tar 6. If •hie ►aN era mM In newok "w mat as awPrsftd 4Y rMo d 1sa0 R. Esak pm AMIf 0. Ilrtad M im to irdarahwtatd a alarPrlol. A. fly►Rr nnow &A rater.,.Hood w awprarlata Q AqteN�,, � ad Ft6/MY Ir Irltrahenlwd w mo" L Iatiyt we ho trsa Iashae .010 dlNaoM If weaetrY. I. R ad ill od AGtLt ta(as(wrtlae w .parwrtotL a MINIMA. awe lard a awawnladaON. by +A.w+w.. f, Far Ad1Ort mNww *m fht - ant dol to within am o1 tas 9Mlm vork del, oalasdr dWr elrldd M ,opined ait0 L AT. ant PAST Iraviwnttd or nadt6 L a.tanw w Awe con be at rlogl.a Item fa -moot Its wwwa arm Is u" dint of flw v0W Adru , a»Iftadldw Ohl" f)Pltsl ll M for ra am flat wo ark R11ar is Ma wa1 v a .PCMS SIGNS WITHIN THE R.O.K. SHALL BE BEHINp GUARDRAIL OR CONCRETE BARRIER OR SHALL 'HAVE A NINDM OF FOUR (4) TUM DWorDTNntof 7-rw orAQNon 00Yb(INIr10110FA ale BARRICADE AND CONSTRUCTION tlowTreat IM PLASTIC DRWS PLACED PERPENDICK.AR TO TRAFFIC CH THE HPsIMM SIDE OF ME PCIS• PORTABLE CHANGEABLE ML MATRIX pas 51" MESSAGE SIGN (PCMS) ar 1. M Full Iltlrls Nae .taw we V..e, the alM►a01ar blya aid gpNill$IvlDtlliy raatYsmMs *all M dtwfrpoe w llastd In .el. 15 Yner 70tGlal �Aw rr NEW& EI0115' abaft L 7fmt oft$ SIV14 wdt as er 040-114 . Ptaapr >altsol, . r.Ora.dw.apla otlm tho Full,lowls Poe.iyw *a vfM as tPProvol ar Ma awkwtr. It STANDARD 6 of 12 BC (6) -07 tlma,0y aeryottm • IFnwar, DS-wtAetr, st'nAlor. tTtvt>dtr ` 00 NOT IN M ROM iKE FM FIN 3K NW -W-M Ot KACI Tit I = *all a�l "In *m Iapi.11 Ny/vlsialtty ngaMsmtl Ilela coca. S. Rla ApWe1 slpr wo .wowed armhtoaly on** Full V*rlx lab( thty AI MI a" woolasnt er IM of to slHs.IT raN7aWaq, and aril not atastHwd. forA 1YII oatr r P06 tq uwd fi afmlal a fls*6p arras Pawl trsv(ad it weft Me vl W ttth fla* raft am distaa rootira w" m IYtTI. M Mr t,a0t cot -/-at w...,rw aem w.� ao *ear eaalo LANIM dl "olltAx pm SIGN PD4 Tom MKLE TD Twrtt s .or trap. ®` °f"• •'a'," BARRIER REFLECTORS FOR CONCRETE TRAFFIC BARRIER AND ATTENUATORS t. term FMsaton does D. pregnlitla4 tM aavorm 10 tee pled r L0� PROFILE CONMETE BARRIER (LPCB) r.fle0lkvlty rAeslirosenls d BC-M00. A Ila4 e! pnaol lflaE pew Mfleafara rtyes C Dal ]real" am be fared at ftheel, Proaelr Brims New 3' x 3' mkt Lie erE a0?aes has ee will. 5.;wwNvkrw1s Will " L color d farrier deflectors merit to as specified In tta UUM Mom amst d ftw reflanlara dal a be ear)dred maatMory to 11sm SOLCONCRETE TRAFFIC BARRIER (CM)Mat. mantra Or elrfcat wit flexible delicent" Is 30 lest. Ad acd the del Inecto a w wo emlmt)an. 11 Morrie Mlarrlra DELINEATION OF END TREATIENTS L ghee Traffic W on a" olds or the CA. fw In perrlK wimi n Mal Its manta M "Waximelely fine ddoatioa of oaah smalka of CIL Aa 41 ANnotMemento owo Ice is uniformy, epaoed of on and of each CIL This.ilI otkow for offadmmlk at a Wrier rappJe rMcwe ddeglnp tie n7fleota. 11e Wrier SM4010 —hod d'fe side e tM m dual l be loot- dww"y notes 1t4 ref)eo w rdxmd on Tap d fhm eerier, as shwa Is the dotal I anm. L IWO CM upratM redo-+" +raffia he bares reflealrs "I be erAmlee an oaf oK*kn of CTL Tre ro neeler mtt a fin shal I Ism tom >rl low reflaaflve faced OI-0keellralhbf to Va q Piece. an soon o1de d few bwrlr Male "ale ylNos Wisotive fool, a •heel In fir 41911111 cow. * M CIS apor•lr trafrlo irpwllop ilk fit* don dreatko. nobrrlr reflect" till W regalred a to of fled LM L ONTlr Neflaer mlts dwll be Cl to orvhtie In color to moth Ned Mgents baUc sdepl•renlad. rills Wrrw 01`460fors dell be made 7. fatlma epscklp of Wrier RO$WtWt- N fr'ry W feet. L f no$M ma'bra or waprw— face dal I NOT be yed in M al f*W;at. L A "MWrt of farrir Wilmette M CM stall mh oll be paommW't r tO.Mllslrkg or dnopd errir WMators "I be replaced q dlreated 11.SUgN amp barriers dllf be delineated a elan on #p atoms doMll. TYPICAL FLASHING ARROW PANEL Arrow Pads am be IeoA Wnd derenilzirnp dwloee M pica far a 104W far r 00.4p tar, 'mno so ttwy "I be Est troadd mlib tar M dermaltaim chutes otcaed Perpendicular to *Wflo an ides npfrq aide of trVHla. I. Tm ►lahirp Arrox Peel *Awe a imme for el1 tar chore an alHt-lone n nkW% or star moving molrdlnlepw or aarwhslim olWlthe m in. fra•1 to" L nothing throw Mils dWId Act be need On im-Imes, 100 1XV ropOemb Oche% avralaa r lark m almut0re enloee deb 'opltlar m.pIqy tom deNf s awd to 1se6 L era BgosrNkmpeetar MW l dines all eppneprloft aT•a, beTiodr advr elhor frMllc aaMo1 drAws 1ta1 *dWd be ud M aonkmntM rife tM FlOmeap Atrw Ml. L eft /lamelnp ArrantTeel aleauie r ale io lepty fhs fol Imkq embolr Flab ing IapxF &RM AdIM O ,• • • r • • 04 4 • O • Flomllatl DMO E IMCa • •1 ►lamp GIif10Y nP o 0 0 0 0 0 0 O O L Tia 'tllRW diaptw dean" of four acnw lap ffaehice srAtonoxaly. L The afraight Ile aapflm NapWy 1. mar ",am 7. TM FW9WG Artam► 1I slwll ee opatlo d oftx W pungent dhryng --- rowd lase vo)fapa. An flaWro raft of in Ime del l Pot be Isms Ulm W fear acre tbm p flee= par mind& L fMntwrs lop 'an dele dell be aproxloftly W meama for the t)ahkd arrow we agml Interests of 28 element fir own s quatal tare of 1ft fftmdee dam L iM smwhtol crow dIdWer Is NOT YI.M. M ft floonim orrew dimplay Is flan Txt10T atrtdagi homer Ina MIDI LIiuS asau t I Oner•1 dlgley may to We dring dsellllget miss I&W in") a dnhm of 3 prrir Mlectars ee pee manmooltatre rmsosgidotlaa AFFFafCM Ifit" F END TREATIENTS FOR CTB'S USED L B.DIFJdlgll OF1 MWfrNW IN BOW( ZONES Peel Hd ireafwafe late an Me M work saes "I we cr'ogma "n otaedra. a d n-d In the liltlnw Cooperative Iflasm neww•'ah Import 3W oar to end ffwalmts ad owaf00 . r ^.r 1. vwnkq N91IN dxm l art M11 rmgY,rma I or the TWTI& L warningIldme eb01I NOT be Installed on barricades. 3. live A -Low Io Hy Flaskinp irrllilp Lights we commonly Limed Nils auto. They are Intended is morn of or seek a P NAl ly Gmwfts arm Thatr use mat 1 bea inloa'Ne on vela mmef savor ow Tale of deb ►tans byde So signafim -K-. Its Type A Mmtta Llgms ehcl l not be uoee vita SWO svmMPkw E WM iyq E 9e0cd Wkw* toe frtasllal meeting Mo rW mmrml of gspa'l•nrle IIls1•t O Swfleatlen pMf-WW 4 Tlmsi and Tyw g 360 asQm. Steob ran LIyIN an 'IoMad to be u11d too wive far d l loW to mgeewrm ,feed ttaffN a0ltlre Ypinald Ma dwlralla "Sr. nWiar. 11111r Lied mtal l toe ee on into shaf aver Over sYmla of M1 ►1rr by L TM Bginler/b'1lpaelar or tM Nan tall spicily Ims laoeton aft type at eemlNnp 1100 M be Installed on U. iraffin Mantes dlvlsss. L M raplrm0 by 1111111 Inflamer, far Ortraeer MaI frntab a spy of its vn7pp 11yts arNflaaflan. 7m. esrnlnp lldt msrlwhrr Will olettry tan waning I left meet ids r eidtrn!• d fife latest IN FI.'alar fpopIflattar fr FtaaMp old bieadyiun lorntM L1yto, 7. M it1oE ♦e 1M tinter, arvee, Typ1-C as Tap b S"ft ern Ligdo *&Ad vO)y be piaod to to eutsl0f of pee area, not 11's W1td1. TWO C grnlng Ught or •Mew• LIARS ter M ON RASM OM approves s6witute eamtd 1. Type A Ilaahbfp vwnbel 1;" are Intended to inn rlvrt tier Mil an a0roahing or ore In a paged, ly amorawl ores, adjocrm is ifs travel we. L I)pt A rotdom ftemitng earning (ltylfs not kntarAs I far del Walks and steal l net be used W a ariaL if 3. A arks ofspartte fleehktg mmiekw�lOtte ptowd a chow Itake dMlop io lam a srgni ter oq ve Ued fed d ltaatkm rme4 im successive flawill" of tin aearmtel WTdM I Wild darld agar free ila teeming Of 1110 far to tom ed Of 10 •eryMse 1pr M rdr to ideally Ma aMtred Wt0M pelt 9a rda of tlMing fr main flWt nml l be i3 haft pee aWle, phaerr4 Tlp1 C led p stwdr6lrn mrnMtc I limo on Ytwdsd M be deed M a aria io del lnla tens Wild of iM hovel lam m dAOrS ae let ohadme,alaw*'DNMaden tilersWledL rips A. Tyos C ad, rod 0 vrTninp 114Ms del I be IPla lea at labtlaw a Erialtd a OtM mseft. Intlw al•+.L facing fIgbts MW 1 rot M kwlal led M a tee veer rs a sla4 Mrw r ""tool Mal. plaaz� T. me mmJsa aieocin0 far vrPL g tidrte M dnrs mould be ldedlol t0 ito elamel lxinc devil adoIng. trade dt3TTCM UMM a FLASTIC =0 AS A. &WnW t Fa TIN C ff7M KM g1w111c USM f. A varNng nftsNor a aprewd wheat w' ee arsmsd a a plastN,afm a a mbtltar tar a Tip C. Plaady bed• morning Ildit d 44 agaormlfa d deb Con -actor mew a1MNa rated 11 1M plans. L Ift wnmlap MId1r atoll be Vallee to fir ami aml l be aoaMehrad tsMa o sign aaNrl• ofs)rals -for use v M pfaeeN Aue I lsfed on ihmCUM .grnima refNalr my be rated 3. Tea waning ntislr Solt bee a.Misr relrsefHottw elafbn area low test d 79 sane inmao. r swome List dew a L Mud reflectors wall M ful ly reflaofrleed, trallding ft Ana ,firma . ,, to tea dra win e gf most � tar a rMu d 38 spare IMe d reflooter)sd sheftPv. ➢ley a nee t" 10 be rrlwtrtad tan k L Sours mhsholts �aM owqm� fo es L 71m .side Of tea wrgkn reflaaW fend s0araoahkt0 trettlo mill maw sheeting OW 1be cola and reir0 lwtl,liy refill, amen for ME 13WTypa a Ifarf1w seoaf Frlartll. 7. !too used nee ia'my Mesta, both &Wed of Hw vrn7rp reflector mall M reflo*Wkn& L The wnkr OWAd rafte0ld be eaafd tb an s Ala of the Inedl. ncrvet apradiikM treffla. Lww . The .aa IMIIV for wrnkq rallalrs sh"d be Idsotlal to the etlmnl lake drdom spddlg remlrwrift • o 0 • O O Seq"*W Osrrm • o a • • o • • o • • o • • o • • o gEmalemllra MYMIpI tmmra rawallapeEg yuronm THE SIR, OF Na WS KSiANX a 3s x fa 13 314 U1. C M x ee I3 111,116 krnXFIOb FJadtina Arrow "Is milI be spilpped With .aNueaflc dtmirlp dev)Ose. soor Ig 115E. NNE TE Added Fermi nm w aw-w-mv a FIACE M ANO KM 93tM It.'nil Flamt)oa Arrow Faal M011 be sonM on a atdle, mite rover &A+" a most. IL A flamftrtE Amine howl a" of K it= In lotel IV Miff irafffo. 13. A 1W I matrix FM IN des used 1e s W two a Fla voi; Arrow Mel provided It leafs v410fI ty, flab raft and dhmkQ nmpi --d an we stet for 1110 no 41130 ayas. it. Immlmr eauming hol#* of first Ile mmamed arrow panels bamd be i feat from s ooboy to baetom TRUCK -MOUNTED ATTENUATORS I. TleWapdmee ofhn.rnars 111Mf Lied m THM 1401111104 ellst sad fir ro•11reos . Peel tap M ter aamawl RsesrcFtw Illdrq ilea,- h depart M an goo RN. L M1r ft flan co m tar free rowv4wa ms Of level x or Level 3 1" 3. Mir to to does shoos In tM ema to ante flat fls TM sett um ads reykem nts me •a aamwa'MI111M rtirla by ilw fed" mlyveq AdelUsmetos W M) for Use. 'L "W te.ila Cum tar a list of appf, In" L 711M We repltrod an frarya Unless CMuir nwtaa lea ma Plan. L A TA mwda be need tegtlms tint tt pole be w.lttaad a romleaMh 30 ft i00 feet In atbmoe M the area of tome ammme" NMauf aalree7 off mom Ha mat p-f-meooe. 7. The only reap a TW calla rat M regoled to heir a mail area to hood Eon the rcolson aft to warm crew ts at •tterr-' distance from taw' AM. TTouppl► Dbya'1mBtlt of TrOIACpO W1W Tl-fb a rteaw 4WAN BARRICADE AND CONSTRUCTION ARROW PANEL, REFLECTORS, NARNING LIGHTS & ATTENUATOR STANDARD 7 of 12 BC(7)-07 g-g1 9w c e� � PHI If +- 1 Ebb01 -1 1 In TO F fill NiPgE W G 61i �1T'�- b 2 bE$121 S -Q isa j a a 1-1 * Ill 111E1ki'o, 'S11.1 Ilk a .d i a a 4 a C 6 3 xP ggY�t qg ��_8b� AEf-a g 3 8 b sIt•�� aftB= ��i$ q� •� g �i stS _ 8 sss p b ## tea tittit, 14 fill fills age -ric111 * s $ Y a ,sjigs WAl �a E a 21a l 488151 i �RBYE �o Y�fEe3 a s a _ a a 4 as 14 SIN Ilk ;I13 )141.pgprrfg�8b w■.►e a 9s s� lE s$ 3gs��x`S�aE1� 3ir� 11 MINIM e8� ss. a .a s a a a a 4 a a a ' �.� :?!� w�}!!*;±,_•moo �,o eilnwu }w�,00u1.�.A :iaa+w �!wa w �N_ r�u� � �1• .vivo m M 44uAA bh .4w .o14onw eui Teaa'.us :iµ �'jww%ati :i n'+ i$ :�w sse :i -.12 w4dmaa 201 bye 02 as ea — Flo � a�� � �X°�oirtonoioaono •� b � � � E rILL J_ � ie 3d}" nnaannamFFm UC�Q ;anoaaooaogQ$� I b oz �I } s� arr}}r tea bg me"-1S-o�is < H I--� t a yy r a ; �p iD ��ppp� „yp�1 O O ifi O i4 pq �Yp`f OUT N ti f m a O [� h m@ tl W N _y6{yY �b���� 1#1 d N tl OAF D' R" 1-1 �4�IXy1slfis$� y�$y6b��s� ys� � •'p � �!♦��.�i�#s SR*���� * hM'�'/rf1091pIlOWFN01 �' 4 _ 1 1 i1mmi / v jp1J!J'!A 13511 ® 6� g7g a RR F Tr#�g S�ae�� � ���C�� b � ������i�_$�� ;b�$g���� o Q ® ���•$�fr §.i! psi > a any rt ga6_g fir ii s .-> tft_f i 1 d d J d J cic3a bb s k a bE �s pn x i vlr .YE _� // i _ s� •. b�6 sus �a m Efif p� ll �ssYsa'i fill =vas�a8 SINS g PbS it _ R qz Au Iwat .nvgot°l0 vW .!t g _ AlPH _ le a � !R /� � � ! g � 'fir �' —� o � �r �g�8� �!� � ■} � �« o �f � yR �3 art d .S a d o d .. +nt •w u+ mu au a..w +ramm ulnr+ +wuowt Jo► x umwu .wwo a O� r1Y4 p wtr +33Y0 io !"'+in kfl't°iw .�ia�u'I�.I.jBi'.mwi'"'.a""�o o�u,.wa :i v"+ :� w iid."G2 Immusto F fit !fb a $ ITS. 1, X% 41 ¢E�9 jkb All e 5 9#all K E� �a;h 11 - i !21 —s 0 J d 4 tia .1 fig• � E���� a�sa SUP 1SHIAIP a s$�ees 21 t�1a1P- IdE OE b1 t � t¢ I1sk ;j 11A I tit_ I I I 1 I I 414 i I I I — u, °era 6.", u .a— a -,r �1 J J Y°uYL 1 - — ..— 1. -.. as w R"'1 iwchl.f°r �ali�l' i»•li�`•m•' 1. 1�a o.�i.be �I—;- o Q w ° rmu +u7 vmo NARK ZONE PAVEIEiIT MARKINGS OFIFEAL 1. We Contractor dell be rommeible far mirNsinlng wank we ad ""song pwanml} mmkirgs, In aopmdm , with +m aimdord apectfl- ootlanna and spesiol prnvtolam, an all roommas open to traffic within t o CSE 'I I its Unless oNrrwlss stated In tan ;(me. L -Miar, pattern one dimensions atoll be In conformance with the Tam 14aaa1 an Onlfaro Traffic Control Devices' (leaCO). ]. AOdittmni mpplasmrtal DOWNS I narking dwatis say be 1bud In Non pill or spealfloatltre, e. Pavement markings dui l be Instal led in aoomdanae With the TYRCD and am eswn an the pima' D. Won hart tee workings are required on the plans, mart term markings droll conform with ge 1Rlfta, tie plans and ,dwtoils as a. an lire Stam and plan seat RI51PI0,. L NOW -lonce Pavemnt eekhga ore ant in pion and "a rardsmr Is opened to traffic, 00 WT PASS signs *roll be vested to work Nr Eplming athe motion Uwe coming Is pmhfbltad and PASS rtTx uRE G.W.aof On bspim$ng of sections Mere basing Is pedtte& T. Ali ark Funs, pom and markings droll to IntY)Ito in so=dgp with ttm 66Tr 'York 2pm Fannie I level . UM PAVEEIE YID<DIS 1. 11018ed Daamend amkra ore to ba placed poomdlrg to tlm Pum l-. on DCO21, 2. All raised pareesrlf owkro mend forark me sorkinpa deli meat the rdquiramds of Now, SM -RAISED PAVE END LARAER6• ad Dowt- mentel Material Spepifiootion WAP4200 or WS-130L. FWAINNIU E0 PAVBEIT INRCIIEd 1. Naravo$e W forloatd Dove®d makings Bali Gad the requirommdo. at I1113-6241. L Walyeaovole is late Ics I pommel markings Wall bwb shell data the requirvds of ams-ass. .W1EIA]ImD tAM1, 2aE IMVBEIT WRRIIR. 1. 1e Contractor wlI I be rdepaatbld for,olydminira ark wave pevwas a mkinge within to work limits. L Wank Tan Imams arMoom mat I be lomootod In oath tame with to fnpu acy ail rapmline roquireamlte or work:mre'trafflo control device ingwtiam as ngalyd by form 580. A TM markings should prwldw a visible rafcrarm for a minbmm of -' s of 300 fast Bring rarest dad last Imes and 360 feet when ililetnstod by automobile lowrbepm oral 1phte at night, anleve eight, diatom" It restricted by roadomr gmatrtG% s, mmkinpa felt lnp to met this Criteria within" first 30 dmra after placement golf be replaced at t ho a mawo of the Cmdrolor we per Spssifleatlan.Liam UL I WL E PAVOW I=NU 1. Movement mrkk*1 that on no longer appilaora, Gould create omMr stun w ,dirt a lolarlat man d W ions Non closed portion of fie roed,q, dell be rarowd w bblttwated before Non roods, is comr ad to *W. flo. 2.10 moVa shot rot apply to drk" in close for lass aver ill aNalm, dull flappmG ardter safflolara alonitairo devices an Geed In Ilan of morktgm to Galin tte datorr routs.. 3. Paresmd markilge east be meant to the fol test extant Pmible, eo * tot to lewd a dleanmle anrkirs. Shia slat$ be by ail mellad GPPrbVad by Thaar SpolftedlonLiao 67? for-Ellolnoflng Existing Paysrmd 4orklnpt am W'krs' e. iro tmaVat of pwamrt mrk1,; Da r"Are resurfacing ar act aotlng portlaw of ilr roslaf. S. Subject to. the approval or low Fnalrmsr, aro wiled that Raves to be eustessful on a particular type pavement may be mmdL L blast olsoninp map be used but W II of ba'reyhad unless 4polflool- ly wean In IN plass. V. Is poiMin6 of the mkinim DYLL NOT E praltrad. D, Romml of raised pawed amber shell be as directed by the E glow. • pamroI of existing DGYeanart mkings and errlars wil I be paid for directly in aopmdmw with Itm an,-D.IpIMATIID I)W= PAVE1,W Wm606S AN Wial . unless a! we m eled ed In the plans. 10.11leolmd, mgro tape my be Geed to axw om ullottng misting mil w far psrledo loss them two make too approved by the Emolnow. TsspOrary Floodbia-Rtfleatiw ROODIM Marker Tabs TOP VIEW FADWF Will SIDE VIED'. 2. ,•� w• Admiw: wd Impgd of dmetirq 10 a1aa11Y mw Iran I/s- and less then M STAPLES OR NAILS SHALL NOT BE USED TO SECIBtE TEMPORARY FLEXIBLE -REFLECTIVE ROADWAY MARKER TABS TO THE PAVEAERT SURFACE 1. Temporary flealble•Mlotive roodaar serer Ime. aW as outasnmka del I rest the rowlrwas de of IRE-ua. L Tabs aslolled an this wwat are to be Inspected and 1, 1,; " ttF tie Enplreer W dhelyated.MeWrioliw. Sapling as testing tarot pmaol ly rdqulrea, IaaaW at the Golan of to Dgimr. alder •A• w -r. belpv ¢W balmpood io esmrw qu,ollfy befo planssrO on tie raow A. Select fill ISM eve rev toss of raneon ire each lot eve ship, cont and remit to fhs bamkmlan elvialer, tlderials and F,mm Sectlan to da", as specification agpilaas, L Sol- ftw WIda orb par to fed fol.Matng tW. Affix five 61 tabs at th Inch Intervals on an asphaltic povesent too straight i Ise. WIN a sdlm air paeeerger vehicle or pidag„ nm aver the mtrs with the h a 1 and run Was at a sped 0 76 la sb a(les per tom. far NI team to sac dlrecflan. No pore then ae (11 out at the five 61 refractive WOWS what be feet or displaced as a remit of this Met, 1 Sat I dsslgh vmlasea any be rated ONVddn to somfout rrs. 4 Sr Standard Dwet NOW for tama-,- t an ryas parmmI Son "ado d awl Twft-t1 for tab plaoos . an col oast wank. Raised Palwomrt+ Mwktlra used as mAldmnorks 1. Raised pavomt mkars used a guldwks dal be Iron the approved � Gould L AtI paper y mwiory low ac raised masersroments of mprovided an a pv jot viral I be of the aces mmdoehaer. 3. Ageelw fa• mldlemtve shall be bHWnme matorloi Trot applied ar Idyl rose. pod for ell -mfass, 4 it - laa}lc far =001e aurfaoss, Widwks Intl be desiQveted am V81A - tWo Gear redlddlve o rfam with Val tow MO. RRIIE - twos silver rMlactive surface with white DKI!I. DEPART"AL WTERIAL SPEWFICATIONS PAVB@R IemffAS QEFLECfOR M INS1200 OW AND ARESLVES 1111111-6101) DITIDIM ADHESIVE Fat PAVFISAr MINO s DMS-6130 PMAmaCATED MOMENT WRLIRES-PEMNW WS-M0 PWADRICATED PAVEMENT 111MINCA-RE DNALE OAS-0241 TEIP,ORARP FLEXILE-RFFLECTM MMY W= TABS DNS -ME r lxt of pnODlaf is b*kr live -A M ceas®d enrnsn, panrreFt poveoint mxkl traffic np con a found t the N telowial tabs OM oiler r0 o0drss Own pen BOIII. xt lam Pr00asr L'16t ,�—.�.�m., r�...�.... �.�...��„ ,�,..a•..„n,, ram _�:*� '. 7 ."`_---.—q � � - .�i r .��.�.a PAVEMENT MARKING PATTERNS CENTER LINE & NO -PASSING ZONE BARRIER LINES FOR TWO -LAME, Two -WAY HIGHWAYS to o 141 . _ a Type Y quflals 10 to. 1l2- TYPe 11-A-A /L _ i , 1Oo00pOO 0000�q Y0 �ooeo 0 000 0000 D `1/ Yal low YellaO A \ 000*o 0000..00ee �e eoeeeoogogo `V Type I1-A-A Two Y DpttWn REFLECTORIXED PAVEMENT MARKINGS - PATTERN A RAISED PAVEMENT MARKERS - PATTERN A a TYPO 11-A-A Type Y bu"cm 4 oeo�y/ee 0000 eu0000.00000 Doo }� { ` Yel i�aP }oho ode a oo 0 0 o p o Dooe p co* 0 0000 `V to 61 +T/ Type Y buttons 6 to a• Type 11-A-A REFLECTORIZED PAVEMENT MARKINDS - PATTERN R RAISED PAVEMENT MARKERS - PATTERN 0 PC me A Is Its TAIT:4h; , mew Paffarn a soar M sW It Iqr IN Enolnwr. hefmrloalad evkinpA sg0l.bo Wetltulsd for reflsatrias0 markings. EDGE Ir LANE LINES FOR DIVIDED HIGHWAY Type I-C f 10 00000000 0000 eD000000000*op0000000 000 eoo*oo T;: ■ Cutter.< I-C or Ii-C R a ' � R41it! ,TYpe a ooeo a ooee o coca a' eeoe o eeoe Yetiorr aType I -A' TYR Y buttaoe% Oa0 a.. Oa 0000.O oeo 00000 a°oo'a0000ncooDoeoq oa000a op000.peooaooe00000*Dopooeao�e000e000 Typo I-A� Type Y butto s Yeiiw Etlte es. p 0000 0 ooee o eoee o ooeo a 0000 a Type ■ butt0l,Ms,� •_ Type I-C or I I-C-R e0000a000000000000oee0000 o0 o aooeoee.a REFLECTORIZED PAVEMENT MARKINGS RAISED PAVEMENT MARKERS PfafIr1001W mrkirgs NOW be ROstiiwhd Tor rMlootrimed poewM oWkffkM Typo I-C LANE 6 CENTER LINES FOR MULTILANE UNDIVIDED HIGHWAYS �i% a. eae� Wh11Y eae� ease a lossesVol law Type INbuttons Type 1-0 <. o 00ax p a*C* a 0000 a� *Dole D De** a T, LI-A-A Type T buttons, Vop°ep°oe0000Oq°oo,o°000�oo°eoeoeooaaOOOUDDDP a OOQ p *coo p coca O lb,coca O acoo O Type W buttons Type I-C REFLECTORIIEO PAVEMENT MAPK;NCS RAISED PAVEMENT MARKERS ReWiaaled markings may be substituted for reftsolorlttl PawmrM orklnp6 TWO-WAY LEFT TURN LANE _a �whffer a eeee eeee eeee ae� Yei tow REFLECTORIZED PAVEMENT MARKINGS Prof 100hd markings may be su bstltaled far svfloolartmld pawserd aarktlgs. a a eoee O ooeo a 000° e Coca p *000 O Type r buttons Typo I-C Dooe D 000000 coos 000O co00 O 00C�o e a Doo o o ODpa O 0 a 00 oeoo ODDO o e p e e e0 0000 ° IY buttsol ,Typo II -A -A o o o 000000°000000°Coe0 etraoo o 000 s e a 00 000 O o 0 a 00 0 0 0 a O O C000 0o q a**% 0 0000 a TYM W bwrtans 0000 a� 0000 o \TyPe I•C eoee o RAISED PAVEMENT MARKERS STANDARD WORK ZONE PAVEMENT MARKINGS DETAILS GO- ' 31 Type 11-A-A Type Y puttons DOUBLE "` a t0 121 10 0 0 o a 0 0 oa .o oo u o se,Ple T-. O O. O O O O O. O d O G o ND -PASSING emtewd 4' LINE s ueew �IIIIII��erWe� , » u•}-� i��ej�j Yei fo0r EDGE LINE Type I-C , I -A ar 11-A-A Typo W or V bu"o nr uuw 0 SOLID re1�„ c o 0 0 n o 0 0 0 0 0 Y®e OR SINGLE so. _ 3• LINES NO -PASSING LINE "°`MINNOW •Reamw' a• white or Yet low Type I-C TYPO W buttes so' S 3' WIDE massao—I r-O a O O O p�a a a a 1-21 LINE wm T-0 O o 0 0 0 0 0 0 0 0 0 0 0 91 se.por m• ear upc saamu® a oeen®eLm te ® N1nOm —_.— "'AOSI somwv<LasCiuDeaa atRlte i 40• f 1, - 401 3 31 .sme o'oo0 0 0000 0FAWWW Iogq_o E-10'SO' Type I-C or IL -A -A BROKEN Type IN or Y buttons LINE so• : I --.i aew Doo ua mommommis O RRea' q J1.� s sec i.os.l seer �, 10•-e�--. Sp., '^-�.! RtMa °r Yellow TYPO I-C or II -A -A Men rewiradl REMOVABLE MARKINGS ¢ _ 6• �''j WITH RAISED -UNCNNM i• fo -•�� 30• --.� PAVEMENT MARKERS It ralsd powemRa mars we used Raised Person m Marks to suppieerlt RBgFARLE sarklrgy the cursors steel be epplled to the tap of 1M tape at the apprmimh old length of laps lead for is Llaa ar at m fact waning for wild flues. Into allow on eater 20• d 1�' LgIpW powe♦wF am to awfor aaderlbe solar - act to be used an coos lllw Railed PaoaeM markers wed as stands Paraent comings eMI I be free t1e approved p►odgfi't/at and .pet 1M raaulrareMs of 17s al>; GWSFD PAYFI6YT' W Wf%.• 18 DVwft 1Mlt aF T'rW+ atkn 7Y¢fN QaroMbe Piths+ BARRICADE AND CONSTRUCTION PAVEMENT MARKING PATTERNS STANDARD 12 of 12 BC t 12? -07 yy h •� F E� ° bete f ; 1 gi ° 1 s$€ I Fit 111 A€ E i € haangg®� ec]"a .a IF a a E S es YaA" �b A J h. _ _ jilt ]if e� Y- �- all! €aba 6,�ba m yy - Vs aaemsj as I FIB���g3$;�E� c ,.., ■' RE= SE E 6e EO e 5g�a Pz f1 kill gg�p�gg���g�Ss°�f R€$€ F FSR��� h s I I a } b8 t -41€1 - $$ i A=l 3 1--illsgo i 3 x e nj obg- .1bJim k€ # -- firg°�E�° shr gEE -s it z fi =W All a 1s 56Eb U I �' e I 6�I-8 -ES9 �i:_ 8 g�zdfig�F�s5_y5° Eigg-FB E -86$ dy8ifi6E-. E�pB$j GgEs«����_flyR b€c oy['a8d—oEE��"'i-83F6 a -a $ Fi *� tit US f isi-C allIN a �Bg.F ���a8 b{BE�Eg�6r Easy g=g�; s€= a g�-^'E-�g�h86�� s$� ��� �$eis lit za�ssit 1 M I° µ�� �°±arw'mi'ue a•wi «+l•�i . IL- w►`1% 0 •0•i v L 1•141 iie °•vl 4fiLLr'p510 Si ER J 1 lit jai T5 N SI -3 it rim sa slit, a HIS 03 u w LLO w cm EL•144 .4 Ln alb: 2f MUG t LLJ LAJ s al F- all Ail 0, 1 ! I ; n It I t c o 5 3 2 bill 1111 fij Is iL prIT uR A It.] oil 1b fps s� a galilI -jr . is 91M b A = t-L. I I H it Al I i I I s 1 11 -Iis. - .2 31-5 bil '61 -, 1', lit ji I )ilia i fit Ig 91 1 1411 1111 1 1!1 .11 #b I it', lit illsir 1 1 1 ali -jx 4 if * ; V �i b%A it. -- - - 4 sl; 5 R 1b b1z] i . f flifills 11-15811 . fill lit INN!! d A 4 J 4 I-g d d MUG IBIZA Il. dl101tD 60G6 A. I11117tALS 1. Al l potaa rods Iro,W lad at electrical 6rYlae, including swisanlal I lgnrllro proeettn Oro" rode specified by flo plot Ig othwr lecaliar such as al. bow, doll b oappr o{.t am uL I lafad. Dods anal I be a .i.I" dlmtr of " Inch, lab leti2tl cal l be 0 Oink— of 6 fart. Lrpr gloater a later lane rode may b cal led for In am "w"Ifte laootlW .m Hr Irdlvldpl Pica croon, L QVLM rod clang. diall he Ilatm M be In direct contact with tro m11. e11a. atamaq arnaoont 1. rpilred, tb clmp •tall be Itated for parmla Oloosso•1F IL Cok%Wmla rtllms I. 4asd'rob irotal lad in Ibot(ant ahssi a ale boq,R h proYlb aapplasoMel I1ganlrW r.1Mim road roe b foealb In an}aot a11h tlo eci 1. Mtere col lee fr in ilr Plat, reds aaY b .tmad in cot I r Oartaralw a w oaeDinattn d roil Il oorrete. 16m1 aaueM auoor.d, ttr oarrotin N 1tr WIl is- ro tM ro0 Noll b readily ,»ewtbls Tr raft st stall rreooiK Rtan resat into tI W W aaer aid dell b Oaleen 2 to s Ifwlw blot. Ttntdra Grade, t7aad gab dal i eWi II oboes to ed ch hat I lea Isle pp a tiaAwi pole. L Ilem-mrbftixt soli ti metalled sun that t. sec Isprll be with 1M rod'e Dot at the Is amidlad m beIntO Mr root hire 3. IlaroaWatia pooNnp1 euN b Wma VJWM Wirel,, doll b rammed wt iM tad of tar pimp le. Gun, s. 4bri A I I h tvofa ni lWA r)lal ocud nod wtrm Nol l b M ce d rt a d efrolyd Q possible. Ilrrs bards era rw0 riraa tl.y ddt l Ia+s o niDolle ►faro of tar mare. 5. Ihl ""IfleAalpr mllal 1r by to Dlar, ly amod Used for toperd roc htlem doll a d pMerlIle. M man Oh a" age Yooiflad, I as soli to* b and rwarlY e!Im OVIM d IVIng doll d 1dalda1 and pfuntal Installed PI m sacl ahxL !. halm roary eci(r a'delta rook tw an fs wnmlas two Brit ftinv a paced rbt and tr hertahxhhal trwan piaom.c e.hrod H tie ably vlabl. elWiaxy wrlMm outrrtzatlm 1rm th► GWlhwf art b ablalafad. i1L CFAM alai A. HATOn" 1. trouid bete IWOX21 m III (It") r smaller .Ni l to al)mr as "fa of the typo rpdrW by fro dsQiptla was Nmm elaearm LOW goad bases stall be agta. s• otl 61esWrre la tr Di. L All pabows ad bvero WWII be pa.rwlHy Abed 0111rr by lapnss r by pemohlnt la, with mwWmlrr"e mcd,1 naar ad naadootarer's now r loom. L Caro awl I be ballad OawL, mad bolt holm In tr bon dot I be arrsiad to dmin dirt. L GUM bm Tyae Ai 11 110, e0a E Owl mot ilr fpl lalri0 rwraww" 0. Brpuo boroe and manta b exldaohwwl hoM, polp r owe rala rawerced with owntin mr abrade, or aawfl or stlicied brad 1006 fiberyloa atobl. It* pmtybr MV46Ad doll be hpphr fto. oalalyad pplymrr rmin, Banc ad oppspolp id Bul all hm 0 alnlsoosore"Ive Ohm fit of 1IRM pal. polyaer oahavla mddlnlro dmpse fitdplm ar flbr- Olba ralnfarad plastic is net acceptable, b. uintum Imla dtamtam awl s b as fol laws aldth x Irerll x.O pats type A Noll I.i1.5 Inchas ■ 21 Imb" x to Incas, 11223111 Typs O shall b 11.5 n.ms x 11 Indus x 20 Inches, I122M) 7ypt C who ll be 15.15 lnwm x 21.25 Inches x 10 trhdra, tlonli) Ty" a awl I be 15.23 Inaba a 2L25 In raw x 20 infra, ll52RD little ewll b 11.6 trial" ■ 21 traiw . Ice Iralre, (1923171 a lOMom edW of boor OX"Mtm Wall Offauna glib a 9101" 1 1/4 Inch floipp d lvou t bass doll w.Nlib'tad 60 Ibe, par se, ft. coollad oar tr curs aiasmil with less tun 1/4 Inch defieatip par teat l.rotl or boa, Gaud bases aid aawra col l ara0 a.Wana b tb Dour with Iw 111ah 1!2 iM'tlefristaGmf mcfd awe colow. l .p10 Inch to 10 Itch oi met aee Orn YWRarana S(arU vl. 3.L IiararfaMhraf'Wml l Wpply artItteatlgn and by Indip.nt Idrrsalad a ckry r lad by Tswa-Ll, Frofaetaal avl(rd•. e. Cerra doll be 2 inch (MMIwU Thick altar aw vt& All ), r Weil be stainless Oval. rave doll be aearad with no 1/2 Inch statniest stml bolts. Bolts WWII be saif-reclMna and col l wltlrlao a minima N 70 ft-ibo, fortius and awll wve a 01.1 . 760 Ib, Mrofdrt pill out $1n 1h MO. doll be flaatifW ar col I'prallb a alfiWe of In mama amaant frm tab d.rdr of tr fYt. Cars Noll be sA)d reel&int, .imam a.s aa.lticiW ar Malian. Caws awlI be 1 1.01009610 Aefwn 1OWNfoatr•re and 0411 Dada. 10 tla dlaarlau opal Irmln, Ihla.e atas+tas Imp,alea by tM Erhpiner, car Ball p. legibly terinl.d wlth,to Iollaeiro orb 1" 'In]— t lean I&"" OwId w.e aan04nl1a rlrtro 1r irolflg jWAI. 0.11 be 1.1.4 Ibder Nlob Voiigp Train. Shawl. crowd boa. aadainino rlrl, for Ilh.tncfn eyefine cal l be labeled, Ounipm HIg1 Vmlfap II la.frotIM Grand bead oWllainiro wtltro forfrarflo .oxo.nWd Spiess doll be labeled. ensr HIM lbltpb Trafm Idaapa.ant. reed basin addotnlro wlrlrW far slam I I luntM,m slrtsa soh I be labeled, Ounipe High ►alfap Slat II Iuarotlah, Gaud boos asr"alb wiflna for imffla stOnci8 that aim aatloln I lantrotlay PAmM by ifr slaWl wiselriat awfoo, dull be idelled, Dade High Valtdos Traffic Sigel. L CN&T11411710w WETHM m 1. Land hors awl l bad Set CAM mn bad of'QW000h fro 3M ie. 'asp to 2' In &hAppnp11tb h. [1 be in plat priorm ad t0 Aettiro bardult. coil be Capped kW pavwl r dirt in oaduff doll be rmv" L wham r.elirdd by Itsm descriptive coma, aatsirocetn &t an Aron aWptro a pant bm hwbetro aacrale ad mirdrotap cash' awll pit b aid 1r alrealY hoF col l be .tkR lr pore bah. alrl(aeiro stml aaY b f7Nd wit. aslwmn fat• odhria dhbii b aotvtaarM.lamilaladd tlrt(IW plrpaw. Aarla Ball b and t. cam. 3. CaiAiit nclm cad b ad In ihi hWl Is o< ty0. 0 0 0 11sMare teg00111L If, within th Iiadfs M tht6 proo .xlstiriptrhdwmr.f to tic 1rrWoulhaTrip Oag3 11IOi lad fldtibe almrl0ed Jhaepr 11r m dsct �iwio toter fld l�hrt itt� gmwl arl�W eweon n tic DI�aIW11W�tlh o]aiglM Ni1laibtltplM vlr� 5. ! ibis at ottr peed taxes Nit e.fal Nwrs wlthin tr Ira] a wlfa lima rot Imelved In 11r oWHraor. tab iydllar If dtr.oIM't fir Caltrm7r to pas• tlr oars, aWlgrtfno'aW IbM.fhiro 11r specli(e tare M ritl,iq Thla vk Will a ale lr as metal y 6 Thmdron metal flto yard ba< oats awll be odd bIn1p a Mr 6rehatl Type It¢ 140,3 R.I. A. Ing ateel 10 IrV 1Typ1 I1 S � ` M f 2 IR PLAN VIEW N0. 3 Apron Claaa A to' Reinforoin0 COelOra't! ) etaal bmr .;•��t ::. <"•• 12' min. �• Or cu dIno 3s 0•, i J bushlry Y.'1; .;%•, ti; j;�•• .i 8•'Fill 92) travel —Ca cult or aunt cable Rlald=.I ImdId1l! ell SECTION A - A APRON FOR GROUND BOXES IfOar. reahlnA III Final position of nd CT catgut del l rat amawd har-Mlf the disfaa. to the alb o1 bat gMalta its, -adult story. I2) flab pm'al 'uhr' tr bm. rW 'in' the bm. Wml dxuld rot moacl an the iRhr(r volhaa at Hr tax. m tMoll Obhiro an tlr leper nd of al I .I la. (n to a pond rm Is pRerit In 1M roue bml, Carrot it to oV ad all a"piact wwxllna ootdWlas tolno a Itaed.oet>matar. m HalMoln euftiwiant epm btean'sII cactus w'a to allay for pvpw Isrtai laHb of bui tlrp6. I41 Ail ordilte swtl b Irrtmlad In a roar aid vrimmi fir norm. m AN ondilM hufol led Ih the psod box doll be wee/ad aNr amiselan of *wWorar Installation aid any ra pirad-pul i fgata Slitmv, doll rot be Ladd as 00IM1. V.I. far Y�' bolt with r'.pem far Mad L N � r p SIDE Jr Y Fr cuvsr low END see III.A.ta PLAN VIEW GROUND BOX COVER GROLMD Bab( COVER DIMENSIONS BOX DIMENSIONS (INCHES) SIZE N r I J K I L I N N P A, 0 a fi 23 1/a 23 13 IS 13 %s 9 Ii S I/i t ire 2 C ■ 0 3OVal 30 1ti '?Val 17 7/a I 13. %w O Ye 1 2 6/QI Ibvlslm Q mAaa 3 a I D.MMO L Swam "MISS At ( wk, noterlaty a Ids,, d Inotdarae, arMr r tat alwlalft- ly al— all ito plea, wan any a Peaasary tar a aopl.t. an0 prawr aleofrlal :rotas 17TW tatim a aaotfied In tb plans to cetaln .iwwlwl pent Mean m vote tar. P. to OArnlehad and 1atcl led 1a' fle, [aMr, 4w Tea Catralar Molt —t-t it. mlll+y tar Moterftw aso dtall ooaplY vIM wit Utiity rsylraama. ►revery t In 6rtaa,ata. —sett- atlorpaa, voter Owpa, and Mho aarpaa w tb D1111ty bapow h raid. Po or to the I..". g also4 sew reoll .d, awl ( a sold w olds' ♦era aomM oar, The amt. —1 cf d with these ctraea analf b onerawd ly the Itptlwr aria` to aroa)ro tb Oil /thy caoay to do the rrh. 8a CrMroolQ Moll oalallt vlth the appropriate empty t. detar olm soda and rvcalraeeMe. ace Mall oasrdinele flea WI Itly'e wR « apprwred by tna faalrwr. 7b aonNrpelar Mel I b relaetrled cely is aaalt nil tad ItoWfrAellall WII I b 1 anent 14 agerrl.im oI flea YIIIlya nark r1I1 b polA, net an's va1.W atteri.le ail fatal lesion shelf amply with tea ono/taMte prMolaloce ce the astlawl Elaatrl-1 sew OEG and Yotla al Elettricel YeefasMwvra AeaaDlesim au. atadrda oTU Mnll b IbOrwritsn LMOHI-1« sex! Lift" Elopwical umas co at11th aaaAwfora. dawlMstN omitpta -6 alreuit hVaear Pail .lay oso tnmM alradt traders, "it be a coat In the Eleahrtoi car rvoo Data «eaataY/ In to olola. Pally narlwtlo or roar aalmrnlD In anon awlol. owlaaa t, or, Irabllatian Mal l b 7usttflGO m fr ralseti— the ox"ratar dal I sadf for atix'atal rw I— In- sir iQ oalw es oofalca art d1Mte on dlwtriml oavTa roterlola. SWdta.le $ anti b legible and Mwli b erl.d tc Indlootd a Ion pvdwt on a ash-ellwt 1. to a aw tee Roe aarwraaler-n praise worrmfl« ash aaTOlfAaa w a aatnb ry "We ~"Ids, Cwdrahr Mall famish t +fa State coon wvrmmw r aronlesa. The Contra~ ana11 yeti« tear keyed vlth k«tr wise rr all IaeeMio .ladrlo d amlosse— says and Iaaa bsoaw wapw y of tb state. thlsea otherwise actre.aa b tb l altwer, awaatoree Owl, rot be ample u.il 1.02 ail pravlded rb at l bolts an Irotai lab *!mt+ direara M Mwre pHVId..% dwil b f111ea aA. All breaker; oti mpan.nts In Map WIh pawls atl eeloatrea Mall a tab* ad with dpa-celars l pleetla Iasic Latter droll b a aintea 34 - In Want. L Dwloaaus with external dt«pawtlM'Mat d.•awphge all oWIPWO Itada tow mlaare, owd.rot news dd *w* trio, eras. That 1)wmitp lice iaulrwttaa Mw1i b "non" frog -1*&,'lal aomapf. M rolvoited la awvifled fr eetN aasw. bolts r alWllanmu tlaaara. NotnlW sf«t sea b a.ed. All retools W a,oawd. anal i b Is1ad tar 16 dearw. G Yldiaw ate for scoria o ntra es aaMblaH anal" bare 70sR. L eaafY E.italt. A srety witch, plan alwas es tce veto. owl I only be awed .can aPea a" by n. Will" ltly W Man alwr a, one Electrical S-1— Dona. To Motion best I b la. Listed. awry any iN.. 00 wit, aMa.q with a U. tem 3/ acelco re old saalppan rtfla a see Id nswirol I✓N aaMefy. Tow whole anal I be Dad/pgrDl. In +b on pattaN It. 3aviw Type. 11- trical s.Htes 13ese A. C. D. ash T shot l be a senewtical IT detailed on m/0 r toot. DIIIr «role Too" shall g co a. defamed alaaft- m tb pica. ill. liraxll Clrvaif 6Haller'a. Cheult traders Mal l be a1sewW awprwl1. aro Iva . eIns— IMarw Ing avidity of 1N0M cgs and a witaa rods oapotWe with,fair tad► clm)t bravos awll be sled a depot to tea electrical ..trice sera Ciralt Waters In pm•taeaas veld Imd aamra aholl b NI1 ale and dealpr0 sealuiwiY tar Nee parlb.ra r tad garter In lea. 7arlw eon baMvidM br.al.ra Mal I rapf b use. Ail aim bradri Mali be pwirornllY one clarly vad tOM Hylno ile .itself r devlor aiaN led. clrait brrdprs able b DL Lleted to u41L {t ly. Ciro lit /renter Po albasr0. Panlborw Moe l he LL List" Pawibord. Mal l have egpar Dwwl a adNm of 6 ,a-PDN apaas r « r.µrlad In ON al«triwl swlo ddfq aro Mlm metered slit be Mod ar erol« eWipewb Dwloar. adl WO W eaaea IIL type At almlfloestaa. Pawl"Wels Mall low a ihaadsd AO aaeddf Wft for o."t abo rlgg t o top es the o otaaee,. Cirnit sees —Mal P b beef -le type only. M. ChWi /Haar Laso Center. Lao Cdetaw vole be k Lated, p Low ow"m ter "IT services tear have copper r .IWrwi. Wow. cl l oar .-I soles .111 b east ba solo. Lew awMar' w h dew iT§p1 o adnlao sf a ape -boa epme., q10 Choi r b roN0 ter eevivs eellprd. lrolarrr kph ear IL typo 3a .be.1fil Loh Lam cadre Mni 1 how o tlaYoded'IeID eaWlif aMry f- aakwtt ud-Itq th tap «tb acetaaws, ilfantt Itreoaro Malt w pful-in "be only. Laos see t" for tyb T vain abl a wmwafa a —UL. r b b1w-safe bream. vi. 6eprat/ r Awtr)t y losem separate aalaares w4 Noy plhaemell and 1111"Ina aasteshre for tywa D a T srvoW alla i a r aL Listed aesaty Vhlt .0r der. Ion-Ir gal I. taws caw frgM Yfla, WA Motion =.W- Moll wtea tlowan tea dead hmt ran, PfwtamlI shaf i b satadad Iwide +le enalapr'e m daaribed In Iow a$t XIII aoa reollr.d by daarlp+lw apes, separate arowarea gal l ,wet tb aawtawt)on reylraea to of wr'aaasih Nell. 1,. ea«st rat a p—no aalmen, 0w11 rot taw .xtaTwl aMe We bare, road lwt Mad a sate pacat and dot pay Ie1Ch .t tnly alw Dow. At I wilwnt say be too&" In ace saloase rHha of two, Man wpnved b lea Emiwr. 6 oil. ■YH' a TWO 0 r T service fs pMTdK Iminaed •m btdtt• drawinpe re roalred de clan m m1St rill 4 Mail be «i hwred bon *societies of +ne _% b the Inalnsa' In it— r wasant WMI. tone —11- Wl isreN Conce.lt act sot .#r tea bash rot, «o e sale aolaart pelafrot'no tie eenOa & santlea saeL Prove« aroundfrw busting{ m at steel aatlnll% taHtroa b sew Jar fo rasdiop bus. Wou d'al hosting to apt roanraa van fie and es tho metal cal"t Is filing with a amain and tno pb r Ilreade0 esee rah o a stater taw.. EXPLANATION OF ELECTRICAL SERVICE DESCRIPTIVE CODE BIC SERV TT X (XXX/)OOU XXX (XX) XX (X) XX IX) FiOplw L'LEC WN IT A1240r41031COMSS1Elacmt salwAxetlo Typo - T Color was 6' lowerllt or sale wrltape Ir , Y ! Iatallrw to famre• IItBllafiac roost white tot .lace aalndoir ipa (00Wis0o,Yot Am RattMInl exile the woNrrlrad. 1000 I,Nlleaae dole lop miy) SS- Wey prlfoh dead Of ash Do rot bad KS- No altar dyad of sofa Mattral he to Neuhrot 6 oWr ro water rewired aoli)Iay ehn troloslrr roalred CS•Iostre golvmlnd steel lose m151M1I3, D> _ LL 41rw)hae nless fence + I O IY PhplTooll Yanfinp lmdtim IQg ) T• Tap M role E. InsLumide, ooaeted�a awloetre i L�.. W War +u@ Service Svppart Two 11CC W. Crmifs cattle - N OC• air ocdrsto ' }.� a TP. Theater pole SP. Steal 1 Statlrd 3-stoop pr.tanai i 11pgWt ones lIre tevt mliroag lismotio photocell , or "MI) TYPR FO Bea l`- 6•= Within 61 to V of top or pole 1.12• BY or IS to 20 feat COndldt. bend above finished to provide 1/21" grade Cr as to I• a acrarp directed by betason photo- Dvinsar, and all and Pole. Go'011awd by utll I ty 40ro y. --mot TOP MOWED PHOTOCELL oxmit am & owing 3 feet fro aroldorel S fast sex Pl+otooel 1 ImWTfad Ipel'de enpiomlre Bracket ottacrod to sgufpoA t cc. *o1 aidlinflng . d. of enTlaMlrl repent. on each aide of anolaalr'le 1 - CIO" 6 Polk bsigM ce r&wlrea On top o/ 2,drop tree esl Illy aacpoy rote to ertnane O tohafrd biasolhsaodl rue off .teat 3 fgllfed giCl anwarwo OrActwa(lce serving till I ity � tSse Electrical Swvlw Cato) n on reauir" 4 -Snag w(so S - Meter (onw raolir.dl 21 10 6• 6 - Swig Arolostre T - a. 6 6" aaha6hIt eA.W4do 4' ton. oordxhr in. in . Ha to Point of att0awnj J groat/ rod - adtcd 1n - PVC r ro b blow 6 - 5/ /e xx also aOWa rod - rIw grand ran aoptatcly aldrgrwad .IW oftMrwlN opored 67 fly rawitte, g - 6Y ooldllf - tea Was a bratah .Imlt add. f. 10 - R ta"l l and Cannot - )is. Pre!Ide FD I-ead, efootriml se vtw a" 11 - Rim roilmWed by We serving aid Wr to 1' es11Tty provtb Ere .6 oq aappr oleranb fron pole to PhD*- our r„Caper h+ifPloM, sell �� It apdalr Qr latpd of A It OM finish Grad► O Pole br nAtbe0n0 LIOUIDTIC44T FLEXIBLE 5 fact METAL CONDUIT (LFMC) Or trio above (It coal toeble) grant. - uafCtlaht flwlblo wttel boo ldt, may �Enolgslr'� .a11 Bushl or 8*1 TWO Viewing window, are on own old. of On arolaare I a-t.NI ENCLOSURE MOUNTED PHOTOCELL For pheHcoll AWIfloat)ons aea ED(S),XIII. Miar sods 6• lown of LI r L2 I .ton SCHEM11TIC LEGEND .lift red tape where OO�r .exit N 1 - aeitfad 2 - trtr fidwin required) 3 - S—Im Aawbly DdoadV 4 - Win Dlsoasrpt avow Iset tw o ® 6 - colt e - Clowlt Bredor, 16 Asp lyPlcel for control o1Hdt wiring ® T - AlaI limey loan / - Cpmol Ian rwow Swftw f - Photo Elevirta Control t mli m.ded alwsel 1g - LWIDD'COdookr 1 it - Poor oistricdlce Timbal Blaaa Obt IKsd) 12 - D.dral /a rewired shot 130 v. I Iartfa ors ou".1 lad 6y liylfbel amlmfr t3 - Raoh Greet eraarr g N (Sse Electrical Swig ale) dI i4 - Clrolit No saw r Palelbocd afar used ib - tad Cedar S. Sicel PC 0 State=ooth TYPladl Typical Typlool 16 - Q'alt l am IJf. 6y r spin 240 Volt 120 volt 120 / 240 volt Broriol+ CIrOYIt Breath Cinwit Yr nproalY BranchRClrywit Parr Wine Ell- Dthtlna pea gatim wring TA. "Ito" ox tP b ploaed SCHEMATIC TYPE T �-M— No I CMIOW last regal rad-lo oil traffla Slawl pole /r- hdfag Iar efnefrai 120/240 VOLTS- THREE WIRE arse 120 r. tamed mi)) —g— Eodpoe" Wurdlai ashddar-always rvpllr PS- FeFeddMpl Scala tow ULS)VII1,61 Install photocel l pd 11g"Ino contoatar ~ shown on Electrical b. Ovirtaso swla Service Data. w" IAidIrQ'alsad wrvlo b uaw at wafer am ar,la anol.enre ate mudod W to 104 d.pase to son ~. $ee 0.11 be — ce V arvW adraroa aennit. - LnC colt not asoed 3 ft. and Owl B1 to 10' a ase ' aePrted rlthln sew It. es t3 to , wade •" Ise ohm r Wir d tr lwC darter, flea it- n0 Cable p - [oah ero r t[la eat ante a araading CCutdlit Will r b termlaaiw rein P prwdlna flttfna. 7 - A radtral pander seen m halal led Ail tea Ln1L - Dad In Iicdnottnt sad 180 marl oil I Mal l M emsed Ise dereae. - A qsi 1 tat. is Itada'ea on of l I=1 led atatastra. a loaf six Indw of ire sen s ear aaV.anf Mal l b demWiritcP to dhe on"of—tlon of b ,M Dlgllrr. SERVICE SUPPORT TYPE TP (0) If 110- rote. cowhand Wv,loe, yp)on1 arr'anpwMd) 8 upper and of grana rod to be 21 to 41 brow fiNdME Rods TIMBER POLE NOTES L Cwri It one stwtrleal aanaaatars attached to Mad afsofriml wise mle ash w4www d'rlthld it Intbe of earVla pole Ma I rot a sold fr dDe.hy test Mall a sue1411% to Rb ar tim mla. L Polo tap a ~ Owl"" I. ItMtal l an awrIn bide of roi. - in sole anoloan w snored, sea Elwwfml service /pia L Attach oM ad o"Ift taafpaaat olth .binlW alai r alvonled awtaal n y~, 'Kenai. r —it. oat" ml. a eewaired th snide fin ae'faa. for awn ores. Palm and. r a.1V n1.. aft wish .I- rI h rotes. Gain apMt us' eda, vela lelaM l In. ape. strut to b f 1 wax. 4.w now I Lr rtda cal. ware can ~ earl_ as too- solo .tell tad 001 WIad r a Ids ce1fN 1st• dlaef- ale by 112• Imam ado Plan flat ash wiV lad r SY tWlr an non 1.0 bah. a1n mice in a eat gad oar o" I la a,awl. v B dwent death dd a be o rptirad in Itce WT Treated Tice- POSM L PoIMo irlaod far names, tangth call be trfead 1r011 +b tap ad'm1Y. Teutgs D*ff*NW of 7t&VpffWjW Tra7k qle UW awsw ELECTRICAL DETAILS — SERVICE SCHEMATICS AND SUPPORT-TYPE'TP (OVERHEAD) ED(4)-03 WCh- N - Ld jig 8,11! ' NLIS Q oa O Dsi bf ® JII al OP, iva sb tIs 5! e!ii£11 �[gE� � �$il�r �-sg$ EgB�=�_ •a��_ d 8i �«t a e«-a . ��. a 3 k > # � ` ±%�;� i� �i� fzi �a &•�fi � �����E s B # ao � kg�i� i, # �1 4 �ss� i= gnp � b�E�• aars�e _o8E'sl iss fi as s$s 8 `: Aa 11 :� - it ��$��E�i� ��� t�r �� i t s as �' �•8 t eA a h � . �[• #d ii= ��a_�€sa 1__# •$ - _�" ` i�_ ' abi #1#i b aair €� ±sl g� # a- $'=1If a f 91 1 8 s €� a. a $ All, s¢ is as e's yy i a Ek` aa- ii -efi8 -y€] 5s=i_ 6 g ai=aa 3E � ee i #k•#S �a- #• - a jr -� i#ai _ i# b j fi hi a&Rl li$j£t;ge=gkI$E Lba a i=_IP£i{$_�tg= �� t _$Bij -iat- gip 8 a-i1 € � _�a •z -41 �i €P i • a#r s $ $ & S -a$ fi-b-_g -P_iki• a3"a_;.#-• e•Ea - !"- :s a-f p s a$ $ Phil! � s �t-.g� �«������ lad � 1�`�8 €gs �a = �� ��• -�6 lal i$ ��� `� _ i €ggal9 $t�>3 •isat d i'ii� #e�3_#ra ss � �� �� p E a fib_ i# $ �_3f_ i� t ri-� a�#��a- b " a #->as a g $ i � i Ba" •z i�- a �-#�i a d 's $ s ela S i#=saE-a,s!i i9 $>-vaa --- ••- a- _:- r S has a�---€ii; �►±=e_�s��3_ a� - a'E-sb ±E`$ f- 8-�_ _. ! S 6_i bE 3 $ i _ 3"-gas #� r a#3 9- �_•` i ga. � " ¢¢� �'-11115,411 ;-.:_ � as �i m�� a�iEi ;�k±--gfi i•'$ hE gg�i •sii`Es#asks �s $- a k-R�=-s�-a`- i £e a.=iE;_g-��a s.r E ig 1 #•_ g. #" c � �3gkaa�g� #i i_ aE # �� k��= gi• � �6F aE BgfEi �aEl Tr i8_ b••dFk:Ba-hB3s€ �gf. ES gYi.B"S al @8 SiB 6 M ? A�i s#-i k''gg #a=es�� €� r$ia:o BiEla-E=#-agi_#- -e1of WIN Via# £?$gsE a N aka eaa �. $k# •a a6s g 1 a _ ; k-gJ•« a-gf z .# ia: e _ $ �`- E-8= d- •^ d�- ��i.' aE �� b �"B= _6E.;.�� E# 1i yy.ga laca$Efi'i" iRsi -''a $sg• t ti g # i -"�' _g �a S a.� €# iON O �#yg•��g�� '_�€�- i^aag. oats '��d3RY$6 a a-d! 9 S• fsk da8aigSAii�fi:$f jlial ag 5i C i � A A C 37 v 9 . A..,. — I.I. =aµ �W N towoa..� w ..r•nv a a aow n" .p® .� w� Aa Jo "tea pli�.ad �i�+l •�1. FG Pk�m al •14► N •.� W3Ut'1751a R4a+ir bA'':iw pt�++ a�l�..uTtry ..*.i: � Aq o•iweob :j w�&j �I� ww iin rt w�aRr'as[a 2. F Itr rabrla 3 din , 6gokft 11 t cnn band tamp dbed. coat 11' min. Flaw gg' r anchor H in rook. t• i SECTION A -A GOMM MOTES 1. The quidel Ins ehosth tnwwan an wppMitans only ad malt to lodlfled by the Pngiinsr. PLAN SFEET LEDElD Sediment-Controt Fence — SEDIMENT CONTROL FENCE USAGE GUIDELIIIES A sediment ontrol toms may be obn6huatsd near tone downs+rw wlsom of a disturbed ores along a oartar i to Wactopt sedtmmht from gvrland runoff. ♦ 2 year L $L storm frgrmy May be used to daloulah ire flow rate to be filter" Eedlmmnt dbrrrrol fenm should be sl2ed to filter a W& flaw through rate of tan NmffTt. Sadleent control fence Is rot recomanded fo aor h I erosion fram a drainage 14 woo larger than 2 c1dm& 'galy. Mine joint not woven amen Top of 11L6 Ga. Wn,) reaulM a minteeo of five harlaltxttal wIM cameo at a Fwae � not. 12 ironed aph't arltl all vertical wtr" apooed at a tot. it. nwws apart. S Hine Joint Knot Woven Meah (Option) t 4S e' mvu steel or wood posts spooed at 6' to r. Cos Mot the ants of Softwood ports efal l be 3• mlr► 011L r nw anal 21xe1. euoammlw nlMeramMnf Ilardseoa posts dwll have a Mir, arose section of 1.6• x 1.6•. A. r ratio o min. of 6 6 items with had Nags. Fes! - fabric, to top sit d of win by hop rings card am a abaci. caching of 161. ''r Attach Me win wash m fcWlo an end post i win a evenly spaced sfapl" for d wooden posts, lar 4 { i� h'a 2. vart oat Pomet far libel or- gal►. Welded win Moth tL6LL1'wlih 90' Wo tw h gILk1 16 i DsMili r f Itr Fed •`„���� �Ti. plow e• to 6' of fabric, against the irwhon shoo ad appr=6 2' arer 1. sM bottom in L Igatrq dCnotlaa Wnkoun ti en on Wit `� ahbtl a 6• cyan. laokftil ad had tap TEMPORARY SE—D_IMEN�T CONTROL FENCE r 311 moms. coin moot. 1 of PLC PROFILE VIEW A baled Hay llwtallatlan star be aanafftated near the date m ahh primeter of a disturbed ova along a aaMor to tnlermpt sedlmrrt from overlord nMrf. A Ae yer at" fr"Mnoy be filter,@& nto ulluniMl l ofnlM la be sins to ft Iter a manes flow itru rota of 6 WW"2 of cress motional area. Baled hay No M Ylaed at ire "I loMn loontlawt 1. ware the runoff cop cod )no the Doled hay flow over disturbed Sol l far le" than 10V. If tone slags of the disturbed sort exprds 106 the IogM of slaps tpatrsas the baled hay should be le" than SO'. Z. Me the Instal latton will he required far go" thou 3 M otfl a Voters ire aapfrl"Ino tralnags area to lam that yu care. Fr Bated Why Instal latio s In meal I ditches, fee additional fat lowing bcnoldmwtlans apply. 1. The ditch otd"lopes should be graded m flat a possible M nox alxe the &Mince floret Mot fM hay. 2. The difah should be wWsd larpw enough th ib oontotn e am toppin drainage wnml "dimmrt has f i l led to the tap of the baled horn. . Balm should be replaced »mml ly every 2 Mardis or Mare awHwt during vet wsalMr when lam of s}rtmhrat ~1ty la Wasleratd SECT® BALED HAY FOR EROSION CONTROL GENERAL 1. Hip boles shot) be'a atlnlYa of 3V In lento ard weigh a adnleta of 60 Ibs. 2. Hip bat" *411 be bawd by olfMr Vim or nylon or pe(Yprapylw o efr1nxl. Tim. bola Wall ,be ooepoeed enttrelY of• vepeiativa motor. L lll' bales shag l be sabadded In the Sol I a minimue of e• and whra possible Vo the height of the bole. e. Hay bales shall be plaood In a raw with era tightly abutting the adjacent bales. Its bat" shot be placed with bindtrgs pdrol Bel to the proud. 6. Hay bat" Slott be seasaly actwred In plane with %1 014. enbr or 21 x r woad stdus, driven through the boles. The first side shall be angled tarrG the previously laid We to to ire bat" topetlrr. 6 The 1pldsl lrhes tharrt hereon are surpass►jae only and �' be Modifled by the irminser. Taw DwHitilhtof Trww rgt3l/cfe Iff lbe4*AW&to skxwwd TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURI FENCE & BALED HAY EC 0) -09 F I. Stannotw Pei iutim Pfowaittoml - Clam Rater Ant Sweioml 402 TPDES TXR 160M FtaraWer Disdlarge Prmlf or COWWUatlm galovl Pwailt rowired for praleots with I or more arse distrLbed cat 1. Protects with are diatkrbod soli teat pfai/at far a mlon aw medha 'atim in omwdonce with lien 5o4 ❑ No Actium Rwired ® )haired AaHm Action Ib. 1. Prermt Mormmlr Pollution by, cod roIl ing rmlm ud SOMMOOHaI in aopatdalm with 7POB Ponit Tel 15MM L Comply vW the SW and rwvtr dun rw apary to control pal lutim w mWfrvd by itr Enginwer. 1 Ibet Qcrtruotlon Slim oration, IMI with SIfSP fraarenflm an or new to efts, apa"Ible to fir prbl to ma TCE96 EPA or corn frawlr0. 4. sea Oantrwota p vjwt specific locations WSL'e/ Inweaw'dlehr4ed wit awo to S hwwe or wry aedi 01 to TM ad *0 Frgfaer. M. Cultural Remus.. Mar to TA9l7r W dwd Sp fmF fn Ne alrtf MahrfwfImm or a Wba4 ood arMads an farad drRq owahWlan. 11pm d7IM" a/ 010a51011100rad/ds (lives• burdtaf, f", puffery. nia.l arose wort in Ve InmWde onto ad —fad Me Enymr 1A=IIdsy. ❑ No Action Rglirrd D Beplired Action lotion eio. 1. L L 4. S VI_ nuxadmr lbtw W& or CoMmbdtion faauaa QTWd /lql w to a gaja d" *my 1,ifb ft Haaad CaanWowan Ad fM Ad1 for pwanw rie wf0 be uwHny Mph lmardw mdh-ws Dy avElwhg slob a m7w Azar to bghyllfa OaWNWav Oxf m1+mp warAws dwww of pdatfd hawda in ffe wa'4ak m• £nwry flat du era tug an pnw)dmt Mth,p§WW pvWhv aaffAwtaWittA a for ay howdah alpWals umd. OMdn atf Am Binh MatdWW* Ada Sbft UWgfw aahaadaw pfaMde used an fhs FDACt. W"MW blocs. W"edloMad Is fee fGff4W f ddgp/reAdds, adds. SOMI e. adOWA vAulla. abakdaal Aosi fomb ad domarde arft ampau* or adaffbwAn" pdaded dwax dF ewe oratmd and o wrsd, fw pnadmta Irh'dr Awn he hmadarrg. Matddn poakict ftWiV m fetich# $' flu hf. Alalddn an ademada &4;* of drafk Ap'd rerpaw mdw/dle. as Indianan 0 fte MSDS. In Ne awl or a 4W., lab adta s to adflpde ve =W as f lawled in ffe ASIIS. in acswdanoe with safe wort praidlar. old ovlfad Ile LIMWd S 7W Caw trdar to wald y. 77n Cwtrador &Mahe rvsWWefa for Al papw da tablMW nd oba gc of gopv&W4AI& CadadtM ErObw It dy d 1/e IaMdg we dlmrgd, • Dbod or AVwAad'seomwon 0ed Idatffled m wren/ Tf01f1 p'ks. drama. CWdW, kribb. eta. • Dramfraek amotlS orodvv • Bddw m of kdaft or aagaoya d aWWa am II. fork In or new ;;trams. votwtodles ad lAtimds Clsm fafar Act smatiorr 401 i 404 as ad IV. Waatetial Rsmcu am 1•laaerp At/Ya seSwfdkVr fa i!D eAad lraptkd. AV offer yyap Irp ppla{Dy lnBwdap edrlale w temaa11J�10a d6aard on alla. Mmwd w Akbrfde or Cavla dhadim AMW io WS ft,%Cb 1 IISACE P"WfWnd for ff M' dil". ammdfrlp w ~ 1twt,ID of WVW Dalbs. Ihsyw. 1 �+ ana" dolma; Ydlade or rda =.. ❑ lb Action tbgltnd ❑ Reyfred Action i 771.¢bMadw moo adhre to alf d 0 chef and 'aondfl W aaeladddd bile fie faBpwhp p AWfik Action No. ❑ rb Acrlm Rep,irwd ❑ B.W1rrd Action ❑ Mo PWM[t ReWirwd 1 Action IIo. ' ❑ IbltamiM Fault 14 - PCl rot IrWired Ilw tom Math gas wins w wtlal0a GH07190 i. ❑ IWICM140 Paris 14 - PCN ibV+tnd (1/10 to ry12 cull, 1/3 In tidal walnut L ❑ Individual 41W Malt nutlred Q oew xotiorida Pfdi actufna NIP- b ReWtnd AmHa Mat weanofMr ad damlt appllw fe, bustle in poHat o,d alrm dot I hard io h I I eedlma Ion 4. , rw w sad Marayand Pradlaasr E7aVa1 Sydaeddfai POKOabudfm 7W ❑ Trperay %wlotim ❑ St It Fame ❑ Veaato lw F11tr Strips ❑ BlalmoYSAhMhw ❑ Rock sun ❑ RwNrrllodlrrlgsllm systmr ❑ Wtah ❑ iriamlor F1 SW pip ❑ b-ded ft—IM Bvin ❑ Sawfag ❑ Sad DR saw ❑ Conttwted fatlaods ❑ Intaaptr Seale ❑ St am Bola D14 ❑ pet Bain ❑ Olverelm D"M ❑ WU0 Bus ❑ frwim Ca'Mvl Camat ❑ Fralm Control compost ❑ &MIm Centro) Caepmt [] Wldl F11tr Bma ad SO-M ❑ Wlah Ft Itr lam old SoaMe ❑ liildr Ft lir Bar ad Soda ❑ Cnlpat FI Isom pan and Seoul ❑ Capoet FIJW Will and SOO M ❑ CaepmI FtIW Bee ad Seca ❑ Vootatlm Ling Btidw ❑ Starr Outlet 90hmnt TrQW ❑ Sad Fl Itr %Sf W ❑SWIMW Belo, 4. V. Codw I Listed. and Propommd Tlwratord. and Er4w wad SpeolMs. Crttloal habitat, VII. Oitrr Emlrorontal fro State LISW SDeolea. Cmdldufe Spoolam and Ylaroloa Biro. i tlnoludes regional Isaves much as Edmv* AWitar District, sta.) ❑ No Action AWtred ❑ O Wered Aotlam ❑ No Action Mollrwd ❑ llaalrea Aattan Action wo. Action Mw 1. 1. L 2. b � 4. 4. Tam DAW Mleiifdr TNAS, arfatMl 1 � DWI" n ay ofal Mad Owes we abow"d. more wort In ffe fa meade ago. do not dldue apddes w Env 1 ronmenta l Permits, Initiated cartadlM Eft w Imm "*. Tic wort gay rot truer ddhl /refs fee &-MOss and ~ a tuahrad dlrirm nadfap aonm a/ /M &I* amodded wp0 ffe orb. ff mm or 4t Wdm we Issues and Commitments d/aaased, man wort In fM lafallabd ego, aad =read fe E *wC IaaWO*.. EPIC No Text