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Home My WebLink AboutContract 43272 (2)DocuSign Envelope ID: D5B7111-6':.:40-479B-B784-98CF84CCEB39 REIMBURSEMENT AGREEMENT FOR RELOCATION SERVICES CITY CONTRACTNO. Y��Z�Z _.,.. " eement" made this 14 of This Reimbursement Agreement ("Agreement") day .by �` A Y�. L 2012,and between McLeodUSA Telecommunications Services, LLC � , dlbla PAETEC Business Services, a Windstream company, having its principal place of business at 4001 N. Rodney Parham Rd., Little Rock, AR 72212 ("Windstream") and the City of Fort Worth, TX ("Customer"), having its principal place of business at 1000 Throckmorton, Fort Worth, TX 76102. WITNESSETH: WHEREAS, City of Fort Worth proposes a relocation project to accomplish construction of a BNSF Railroad Main #2 near FM 156 & Sam Reynolds Rd south of Justin, TX (the "Project"); and WHEREAS, Windstream has a fiber duct system that is in conflict with the Project; and WHEREAS, Customer agrees to reimburse Windstream for the actual expenses incurred by Windstream related to the relocation services requested by City of Fort Worth; and NOW, THEREFORE, in consideration of mutual promises contained herein, the parties agree as follows: 1. Windstream agrees to provide the relocation services ("Relocation Services") to Customer, as is more fully described in Exhibit A. The starting date will be fixed by mutual agreement of the parties hereto and the work to be done shall be in accordance with Exhibit A. 2. Customer agrees to reimburse Windstream the actual costs of the Relocation Services, which are estimated to be $81,275.00 as more fully set forth on Exhibit A, attached hereto and made a part hereof ("Cost Estimate"). Upon completion of the Relocation Services, Windstream shall present Customer with a detailed invoice of the actual Relocation Services performed and the Customer agrees to make payment, within thirty (30) days from the date of a properly detailed invoice, in the form of a one-time full reimbursement of such actual costs. Neither enhancement nor betterment costs shall be reimbursed by the Customer. 3. The obligation of the Customer to make a cost reimbursement payment under this Agreement does not constitute a general obligation or indebtedness of Customer for which the Customer is obligated to levy, pledge or collect any form of taxation and shall be made from current funds appropriated therefor. ppF1C1AL RECORD CITY SECRETARY FT 1NORTH, TX Page 1 of 4 -01-12 PO4:12 IN DocuSign Envelope ID: D5B7111F-6C40-479B-B784-98CF84CCEB39 4. The parties agree to exercise all due caution while causing any work to be done near the fiber optic ducts in order to prevent damages to the fiber duct system. 5. Not withstanding any other provision of this Agreement, in no event shall either party be liable to the other for any indirect, consequential or incidental damages, including but without limitation, loss of revenue, loss of customers or loss of profits arising from this Agreement and the performance or non-performance of obligations hereunder. 6. Windstream agrees to indemnify and hold harmless the Customer, its officers, agents and employees, against and from any and all liability, loss and expense and shall defend all claims resulting from loss of life or damage or injury to persons or property directly or indirectly resulting from the work performed by Windstream to the extent such loss, damage or injury, is caused by the negligence or willful misconduct of Windstream or its agents or arises out of or in connection with the Relocation Services. As a necessary condition for such indemnity to be enforceable against Windstream: (i) Windstream shall be notified in writing promptly of any and all claims, liability, loss and expense for which Customer seeks indemnification from Windstream, and (ii) (ii) Windstream shall have sole control of the defense of any and all claims, liability, loss and expense and all negotiations for their settlement or compromise. 7. This Agreement shall be enforceable in Tarrant County, Texas, and if legal action is necessary by either party with respect to the enforcement of any or all of the terms or conditions herein, exclusive venue for the same shall he in Tarrant County, Texas or the United States District Court, Northern District of Texas, Fort Worth Division. This Agreement shall be governed by and construed in accordance with the laws and court decisions of the State of Texas. 8. No party may assign its rights and obligations under this Agreement without the prior written consent of the other party, which consent shall not be unreasonably withheld, conditioned or delayed 9. This Agreement shall be binding upon and inure to the benefit of the parties to this Agreement and their respective heirs, executors, administrators, personal representatives, legal representatives, successors and assigns, subject to the provisions of Section 8. 10. In case any one or more of the provisions contained in this Agreement shall for any reason be held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability shall not affect any other provision of the Agreement, and this Agreement shall be constructed as if such invalid, illegal, or unenforceable provision had never been contained in the Agreement. Page 2 of 4 DocuSign Envelope ID: D5B7111 F-6C40-479B-B784-98CF84CCEB39 Effective date of agreement as of date of approved by the City Council: CITY OF FORT WORTH By: 4-47-s44) Print: Fernando Costa Title: Assistant City Manager Recommended By: / Aviation Director McLEODUSA TELECOMMUNICATIONS SERVICES, LLC d/b/a PAETEC BUSINESS SERVICES, a Windstream company a By: 1‘ Wthate, Print: T m Mo(1e nse n Title: VY--• Czf-) En3'1rwerrq �J proved as to Form and Legality: Douglas W. Black, Assistant Cit Attest: Attorney ,4701(0)°"°° -01>* FOR? n � O div Secretary M&C: Y 92 Date: 3t- coo rz. iztat Page 3 of 4 DocuSign Envelope 1D: D5B7111F-6C40-479B-B784-98CF84CCEB39 Exhibit A Page 4of4 DocuSign Envelope ID: D5B7111F-6C40-479B-B784-98CF84CCEB39 Exhibit "A" i PAETEC OSP Project Description / Cost Estimate Justin, TX FM 156 @ BNSF RR & Haslet Connector Track Estimated Project Costs: $81,275.00 Date: 12/1/11 Proiect Description The BNSF RR plans to place a 2nd Main Track crossing FM 156 near Justin, TX and also place a connector track near Haslet, TX. To eliminate utility conflicts, PAETEC will design and relocate as follows. 1. BNSF Main #2 Project End (FM 156 & Sam Reynolds Rd): Relocate approx 5,591' of 264 fiber cable and approx 1,322 of 4 1.9' HDPE duct. 2. BNSF Connector Rail (FM 156 near Haslet) PAETEC is in a joint trench with Abovenet, ATT Local, Qwest, and Lightlink The existing joint trench is approximately 8 deep with no steel casing. Relocation requirements are unknown at this time. Abovenet is the 'Lead Carrier' and will determine any conflicts as well as manage the adjustment and/or hardening of the existing duct package. Assumptions Construction permits can be obtained from city, county and state agencies. This estimate does not include any PAETEC Facilities, ROW labor, fees or costs. PAETEC Confidential Description Page 1 DocuSign Envelope ID: D5B7111F-6C40-479B-B784-98CF84CCEB39 OSP COST SUMMARY OSP Design & Permitting $2,814 OSP Construction OSP Contractor labor $49,821 Cable $9,800 Splice, Term, Testing $2,500 OSP Material $3,921 OSP Inspection $6,300 Internal Labor and Expenses $6,120 !Project Total $81,275 I PAETEC Confidential Cost Summary Page 1 DocuSign Envelope ID: D5B7111F-6C40-479B-B784-98CF84CCEB39 OSP Design & Permitting Description Contractor Office Support S enior Engineer OSP Engineer Drafter I Drafter II Senior Drafter Materials Person Administrative Cad Station w/Plotter Misc Total Office Support Contractor Design Support S urvey & Design / #1 S urvey & Design / Survey & Design / Aerial Mapping S roject Engineer Field Engineer Administrative Reimbursable Expenses Reproduction Misc Total Design Support Permitting City Permits County Permits S tate Permits Railroad Permits Misc Total Permitting Total OSP Design & Permitting Quantity /dy /dy /dy /dy /dy /dy /dy /dy Is 1322 ft ft mi /sh 1 /dy /dy /dy Is Is 1 Is /ea /ea /ea /ea Is Rate $1.75 $350.00 $300.00 $150.00 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $2,314 $0 $0 $0 $350 $0 $0 $0 $0 $150 $2,814 $0 $0 $0 $0 $0 $0 $2,814 I PAETEC Confidential OSP Design & Permitting Page 1 DocuSign Envelope ID: D5B7111 F-6C40-479B-6784-98CF84CCEB39 OSP Construction Description OSP Contractor Labor P low 4 - 1.9' HPDE Directional Bore 4 - 1.9" HPDE Directional Bore 6" BSP w/ 4 - 1.9" HPDE Trench & Place 4 - 1.9' HDPE Rock Adder P lace handhole (3' x 5' x 2.5') P lace manhole (4 x 4' x 4') P ull cable Remove cable Remove & restore asphalt Remove & restore concrete Expose and place split steel - prorated Repair existing conduit P lace buried cable marker Misc / mobilization Total OSP Contractor Labor Cable 264f ribbon cable (stock) S ales tax (6.25%) Total Cable Splice, Term & Testing S plice Fiber (Contractor) S plice Pigtail (FEC/FDP) Misc (rack install, case prep) Fiber test Total Splice, Term & Testing OSP Materials 1.9" HDPE Handhole (2.5' x 5' x 2.5') Manhole (4' x 4' x 4') S plice closure / trays S orscan isolator protector unit Buried cable/splice marker (COTT finks) Buried cable marker (COTT) Yard/Warehouse Rent Misc S ales Tax (6.25%) Quantity ft 412 ft 121 ft 789 ft 200 ft 2 ea ea 5591 ft 4981 ft sf sf ft ft 5 ea 2 Is 5,600 /ft /ft 1 Is /ea ea ea ft 2 ea ea 2 ea ea 1 ea 4 ea /mo 1 Is Rate $5.25 $35.00 $60.00 $9.00 $15.00 $750.00 $2,300.00 $1.25 $1.25 $24.00 $20.00 $10.00 $40.00 $65.00 $1,500.00 $1.75 $2,500.00 $32 00 $250.00 $0.33 $1,200.00 $1, 850.00 $460.00 $275.00 $58.00 $28.00 $200.00 Total $0 $14,420 $7,260 $7,101 $3,000 $1,500 $0 $6,989 $6,226 $0 $0 $0 $0 $325 $3,000 $0 $49,821 $9,800 so $9,800 $2,500 $0 $0 $0 $2;500 $0 $2,400 $0 $920 $0 $58 $112 $0 $200 $231 PAETEC Confidential OSP Construction Page 1 D'ocuSign Envelope ID: D5B7111F-6C40-479B-6784-98CF84CCEB39 Description Total OSP Materials OSP Inspection Inspector Lead Inspector Construction Manager Misc Total OSP Inspection T tal OSP Construction OSP Construction Quantity /dy 18 /dy /dy Is Rate $275.00 $350.00 $350.00 Total $3,921 $0 $6,300 $0 $0 $6,300 $72,342 I PAETEC Confidential OSP Construction Page 2 DocuSign Envelope ID: D5B7111 F-6C40-479B-B784-98CF84CCEB39 i Internal Labor & Expenses Description Internal Labor & Expenses Project Management Labor Operations Labor (splicing) ROW Labor Travel & Expenses Reproduction Misc !Total Internal Labor & Expenses Quantity 32 /hr 36 /hr /hr /ea Is Is Rate $90 $90 Total $2,880 $3,240 $0 $0 $0 $0 $6,120 I PAETEC Confidential Internal Labor Page 1 IP PAETEC PROJECT # 5022 145 6557 FM 156 & BNSF RJR RELOCATION JUSTIN, TX CITY OF FORT WORTH PROJECT: FM 156 & BNSF RIR CONSTRUCTION DRAWINGS NOVEMBER 9, 2011 SEE CAPROCK CAPITAL PROJECT # - DocuSgn Envelope ID D587111 F-6C40-4798-B784-98CF84CCEB39 INDEX SHEET SHT 01 - LOCATION MAP SHT 02 - CONTACT SHEET SHT 03 - GENERAL NOTES SHT 04 - CONSTRUCTION NOTES SHT 05 - SYMBOLS KEY SHT 06 - TYPICAL TRENCH AND BORE DETAIL SHT 07 - TYPICAL BOTTOMLESS HANDHOLE DETAIL SHT 08 - GROUNDING AT SPLICE DETAIL SHT 09 - CLARIFICATION SUMMARY SHT 10 - FIBER ROUTE SCHEMATIC SHT 11 THRU 13 - CONSTRUCTION DRAWINGS - PLAN PROJECT: 5022 145 e357 DENTON COUNTY. TX CLARIFICATION NO. GUANTRY DATE imam ENGINEER GX7EO DRAWN BY: GXT REVISIONS wa O SWSQI VfRN. Dam Axiom a.m. TRAM BY lornountrionowsucrocgmeowsa SCALE HORIZONTAL: No. VERTICAL: WA MP TO MP SHEET 1 OF 1 OGN NO. INDEX SNEE7 DocuSpn Envelope ID 05B7111 F6C40-47913-6784-98CF84CCEB39 NOTE: PROJECT CONSIST OF PLACING NEW HH'S, NEW DUCTS FOR RELOCATION, REMOVING AND PLACING NEW FIBER OPTIC CABLES. SIMES&at IP,-.2]PYtro.Yf9SOISPYYlIXG ewMS AJI in 1/2-,ep--€7 eTe eCC LOCATION MAP DENTON COUNTY, TX PROJECT LOCATION Horaumke NORTH PROJECT: 60121466667 DENTON COUNTY, T% I CLARIFICATION NO. QUANTITY I DATE; 11A9I11 I ENGINEER GXTEG t DRAWN BY: GAT REVISIONS DATE DE3CFUPTOM NNE WOO 4 uetwHrr wwaOn Cal VGT.,I.r e......M4Y[E.41Y. . nu •pau M r.e.an ar 'Arne m . 4M p4444M441 RiCI 1:0410tCC MO wn..o Rl YIOan wt.n 4a tewlTNOa{ renew vi a pN.Yl.ol SCALE HORIZONTAL: N/A I VERTICAL NA IMP._ TO MP ISHEET o1 OF 13 DGN NO. LOCATION MAP DoteSign Envelope ID 0587111 F-8C40-479B-B784-98CFB4CCEB39 CONTACT SHEET PAETEC RAILROADS OUTSIDE PLANT ENGINEERING: CONST MANAGER ROGER L CLO W NGER NET WORK OPERATIONS: KEVIN RAY OUTSIDE PLANT CONSTRUCTION: PROJECT SUPERVISOR FIELD CONST. SUPERINTENDENT: MANAGER RIGHT-OF-WAY: AGENT NIA MANAGER WA CONTRACTS: COORDINATOR N/A MANAGER. WA OTHERS: PROGRAM MANAGER NIA UGHMAVE ENGINEER WA CML ENGINEER WA TERMINAL CONST. REP. NIA 5PUCWG MANAGER Na TS0 MANAGER. NA OPERATIONS MANAGER NA ENGINEERING CONTRACTOR WINE OF FIRM GXT 1150E ARAPAHO RD., SUITE 210 RICHARDSON, TX 78081 PROJECT ENGINEER EDOIE GRIFFIN ENG. PROJECT SUPERVISOR CONSTRUCTION CONTRACTOR NAME OF FIRM PROJECT SUPERVISOR PROJECT SUPERINTENDENT: (972) 301-2350 (214) 4584795 (4eg) 385.45163 (972) 407-108.5 N/A UTILITIES ONE CALL SYSTEM (UTILRY LOCATES) (000) 245.4545 CITY GOVERNMENT COUNTY GOVERNMENT STATE GOVERNMENT FEDERAL GOVERNMENT OTHER MULTATECH ENGINEERING, INC. LEO GANG (617) 289.1873 PROJECT: 5022 145 6557 DENTON COUNTY. TX CLARIFICATION NO. OUANf1TY DATE 11109N1 ENGINEER GCMG DRAWN BY: GAT REVISIONS MTC OC MPTIO1 ICW. l6LlM •W N011e.a 111acar Ct, MW Inuw .Y.tG.wtf* YOU RIMS Mt M V MAY 6 PANIC CY SON KMYII➢YCIYQCCYRIt{ t VYOIYOsarennIC W Od'/ Yl1YY a wnvnllwol. SCALE HORIZONTAL WA VERTICAL NIA MP TOW SHEET 02 OF 13 DON NO, CONTACT SHEET DocuSgn Envelope ID- D587111F-6C40-4798-B784-98CF84CCEB39 GENERAL NOTES / CLARIFICATION NOTES GENERAL NOTES 1. ALL WORN TO BE PERFORMED IN STRICT ACCORDANCE WTH THE APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING GOVERNMENTAL AGENCY. 2. LOCATIONS OF SOME OF THE PHYSICAL FEATURES WERE OBTAINED FROM DATED RAILROAD EVALU- ATION TAPS OR OTHER DRAWINGS AND MAY NOT BE AS SHOWN OR DEPICTED ON THESE DRONING$, 3. UNDERGROUND UTILITIES HAVE SEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVA- TIONS BUT ARE NOT NECESSARILY EXACT. THEREFORE. UTILITY LOCATIONS W U. BE VERIFIED AT LEAST 100 FEET IN ADVANCE OF TRENCHING OR PLOWING, SO THAT CHANGES IN CABLE PI ArFMENT CAN BE MADE IN THE EVENT OF CONFLICT. 4. NJ. KNOWN BURIED OBSTRUCTIONS ARE SHOWN ON THE CONSTRUCTION DRAWINGS. ANY AND ALL OTHERS ENCOUNTERED ARE ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE. PROTECT NC REPAIR IF DAMMED. 5 ANY AND ALL IMPROVEMENTS. SUCH AS ASPHALT OR CONCRETE PAVEMENT, CURBS. GUTTERS. WALKS, DRAINAGE DITCHES, EMBAMWENTS. SHRUBS. TREES, GRASS SOO, ETC.. IF DAMAGED. SHALL BE RESTORED TO OT6GNN CONDITION. 0. EQUIPMENT TYPES SPECIFIED HEREIN OE:'BACKHOE, SWAMP PLOW" ETCJ ARE SUGGESTIONS OM.YAND ME NOT INTENDED AS REQUIREMENTS. CONTRACTOR VAS BE NOTIFIED AS TO EXPECTATIONS 7. SHORING OF BORE PITS ANO TRENCHES IN ACCORDANCE WITH O5HN REGULATIONS IS MANDATORY. 5. ['UPSET) CABLE MARKERS VIAL/ BE PLACED AT ALL UNDERGROUND UTIUTY LOCATIONS AND ALL OTHER LOCATIONS IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND THE OUTSIDE PUNT HANDBOOK 9. ALL 4' ID CONDUIT WILL SE SCHEDULE 40 (ES: PVC OR GSP/&SP). OR AS SPECIFIED. 10. UNDERGROUND CONOUR WLL BE PLACED AT 47 MINIMUM COVER UNLESS O [BEWARE SPECIFIED ON THE CONSTRUCTION DRAWINGS. 2 4. S 0. CLARIFICATION NOTES 1. STATION 2 LOCATION 3. CLARIFICATION N0. MID MINIMUM COVER 4. QUANTITY UNEAR FOOTAGE/SQUARE FOOTAGE, 62E OF MANHOLEMANDIGLE SIZE OF PULL/SPLICE BOX, DIMENSION OF HALL, HEIGHT/CLASS/TYPE OF POLE 5 TYPICAL DRAW NG NO. AND TYPICAL DETAIL DRAWING NUMBER 6. PUNT ACCOUNTING COOS 7. SPECIFIED CONDUIT, IWNDHCLE/MANHOLE NO., SPECIFIED PURPOSE AND MATERIAL, GRUDGE NO. AND RAILROAD STATION, MATERIAL, POLE NO. ADDENDUM NOTES CLARIFICATION NOTES (CONTINUED) 100 110 200 210 212 213 214 215 215 220 215 219 220 221 222 240 244 245 247 250 252 255 256 280 270 2E43 261 2E2 300 310 315 920 330 400 410 411 415 420 500 510 515 516 520 520 525 526 527 525 530 535 000 500 523 630 JACK AND DRY BORE CONDUCT(S) PUCE CONDUIT PLACE HIGH DENSITY POLYETHYLENE (H)PE) ROCK ADDER SLURRY BACKFlLL ADDER EXPOSE CONDUIT EXPOSE CONDUIT AND RELOCATE EXPOSE CONDUIT AND REPLACE/SUBSTITUTE EXPOSE AND REMOVE CONDUIT EXPOSE AND REMOVE CONDUIT (ABANDONED) CONCRETE ENCASE REMOVE CONCRETE ENCASEMENT REMOVE CONCRETE CAP PLACE HANONOLE REMOVE EXISTING RNDHOLE RELOCATE HAN040LE REN.ACE7SUBSTTTUTE HA DHOLE EXCAVATE SPLICE PIT PUCE MANHOLE REMOVE EXISTING MANHOLE RELOCATE PRECAST MANHOLE REPIACE/SUBSNTUIE PRECAST MANHOLE CONSTRUCTVALL REMOVE AND RESTORE ASPHALT REMOVE AND RESTORE CONCRETE REMOVE AND RESTORE SIDEVNUC REMOVE AND RESTORE CURBING ATTACH CONDUIT TO WALL OR STRUCTURE DETACH CONDUIT FROM WALL OR STRUCTURE CORE BORE ATTACH PUILSPUCE BOX TO WALL OR STRUCtWE PULL CABLE PULL THROUGH DUCT (INNERDUCT) REMOVE CABIE FROM CONDUIT REPOSITION ACTIVE CABLE SLACK DIRECT BURY CABLE EXPOSE DIRECT BURIED CABLE EXPOSE DIRECT BURIED CABLEAND RELOCATE REMOVE AND DISPOSE OF CABLE PLACE AERIAL CABLE RELOCATE AERIAL CA&E DELABH AERIAL CABLE RELASH AERIAL CABLE REMOVE AERIAL. CABLE PUCE POLEPUBH SPACE REMOVE POLEAUSH BRACE JETTING CONDUIT EMBEDMENT PLOW DIRECTIONAL BORE 700 710 PI ACE BURIED CABLE MARKERS AND SGNSIM WATER CROSSING SIGNS 711 PLACE ISOLATOR/PROTECTION SYSTEM AT EXISTING NANDHOLESAANIOLES 712 REMOVE BURLED CAME MARKER POSTA V KIN." r11- 714 REMOVE CONCRETE BURIED CABLE MARKER POST PROJECT: 6042 1456557 DENTON COUNTY, TX CLARIFICATION NO. QUANTITY DATE: 11919/11 ENGINEER GXTMEG DRAWN BY: GXT REVISIONS DATE 069uV11Q1 INMAL Dun M EMI RI mnMC 1.On=IP tt1DLR. TCLC CMI M,o VLrw4Tm uML NYWTN PARLAY W MOW CO M "10—C wateros=woe .oeMUAww NneMUACOCo.4 ufo IO MTMOO( MDWT//WM . 1IGNIWIIII SCALE HORIZONTAL- MA VERTICAL: N/A MP TO MP SHEET 03 OF 1s DON NO. GENERAL NOTES DocuSgn Envelope ID 0587111F-6C40-479B-B784-98CF94CCE839 CONSTRUCTION NOTES IF ANY PORTION OF THE RELATED HIGHWAY IS UNDER CONSTRUCTION. UTILITY IMORK MUST BE COORDINATED WITH TXDOT OR ITS CONTRACTOR THE CONTRACTOR SHALL NOTIFY TXDOT 48 HOURS PRIOR TO DOING ANY UTILITYMIRK MMTHN THE RIGHT -OF -MY BTOVVL CONSTRUCTION WORK WITHIN TEE STATE ROW MUST DE SCHEDULED FOR MOIDAY THROUGH FRIDAY. DURING DAYLIGHT HOURS, NO WORK W LL BE ALLOWED DN SATURDAY NO OR SUNNY. OR AFTER DARK UNLESS TIE CONTRACTOR HAS PERMISSION FROM TXDOT. LANE CLOSURES REQUIRE TXDOT AUTHORIZATION AND MUST BE SET UP IN ACCORDANCE WITH TXDOT STANDARDS AND THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCO). LNIE CLOmmFS RILL ONLY BE ALLOWED BETWEEN THE HOURS OF ROEAAL MID 4OQ P.M. MODAY THROUGH FRIDAY. TXDOT MUST SE NOTIFIED M HOURS INADVMDE Of ANY IJVE CLOSImFS THE ROADWAY MUST BE KEPT CLEAR OF MUDAND DEBRIS NO WORK RILL BE ALLOWED IN WET WEATHER OR IF THE PAVEMENT IS ICY. A COPY OF THE APPROVED PEWIT SHALL BE KEPT ON THE SITE OF THE WORK AT ALL TIMES VWIEN WORK IS IN PROGRESS THE UTILITY OWNER SHALL PROVIDE COMPETENT FILL -TIME ON -TEEM SUPERVISORS OR INSPECTORS FOR ALL UTIUTY INSTALLATIONS NO CHANGES SNARL BE MADE TO THE LOCATION OF THE UTILITIES %RHIN ROW NOHOW PRIOR AUTHORIZATION FROM TXDOT NO DEVIATIONS SHALL SE MADE FROM THE APPROVED LOCATION OF UNDERGROUND ONES TO AVOID UTILITY POLES WHEN POLES ARE LOCATED AD L rFNT TO ANY PROPOSED UNDERGROUND UNE, THE UTLITY OWNER SHALL MANE NECESSARY ARRANGEMENTS WITH THE OWMFR OF THE POLES FOR RELOCATION ANOIOR SUPPORTING THE POLES OURW G TRENCHING OPERATIONS THE CONTRACTOR WALL SHALL NOTIFY TXDOT PRIOR TO THE RBIOVAL OF ANY SIGNS. AND THE CONTRACTOR WLL BE RESPONSIBLE FOR REPLACING THE SIGNSAOXORIXNG TO TXDOT STANDARDS. PRIOR TO BEGINNING ACTUAL CONSTRUCTION OPERATIONS, THE LRIUTY COMPANY SHALL NOTIFY OTHER UTIUTY COMPANIES WHO MAY HAVE DUSTING FACILITIES IN THE MEW TO DETERMINE IF THE PROPOSED CONSTRUCTION WLL CONFUCT OATH THEIR FACUTES. ALL CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MAMNERAS TO PROTECT TREES FROM DAMAGE AT ALL TIMES. UTILITIES PLACED WITHIN THE DPoRINE OF CESIRABLE TREES SHALL EC BORED OR HAND DUG 70 PREVENT DAMAGE TO ROOTS ND TREES TREE TRAINING SHALL BE IN ACCORf slfl WITH ACCEPTED PRU4NG PRACTICES SET FORM BY TE NATIONAL. AMORIST ASSOCIATION IN TEE CURRENT EDITION OF' PRUNING STANDARDS FOR SHADE TREES', AND ANY SPECIAL. TREE PRUNING PRACTICES REQUIRED BYTXDOT. PROPER PRUNING PRACTICES SHALL BE UNDERTAKEN TO PREVENT THE OCCURRBOE AND SPREAD OF OAK WILT. AU. PRUNING TOOLS SHALL BE DISINFECTED WTN LYSOL, A 70 % DENATURED ALCOHOL SOWTION, ORA 10 % BLEACH SOLUTION BEFORE AND AFTER PRUNING. PRUNING WOUNDS SHALL BE PROMPTLY COVERED %TH A SPRAY ON VVOUN D ORESSIKi. PRIMING PANT OR LACQUER BASED SPRAY PINT. OMAMENTAL LANDSCAPE TREES. SHRUBS OR IMAuR INSTALLED BY TXDOT, THAT ARE DAMAGED OR DESTROYED DURING CONSTRUCTION, S 4A L BE REPLACED BY THE UTIUTY OWHHR WITH UKE PLANT MATERIAL OF COMPARABLE SIZE AND QUALITY APPROVED BY TXDOT. EXCESS MATERIAL FROM TRENCH EXCAVATION SHALL BE REMOVE) FROM HIGHWAY RIGHT-OF-WAY. AND THE JOB SITE SHALL BE CLEANED LP AND LEFT IN SATISFACTORY CONDITION. WERE NONETALLUC PIPE 16 INSTALLED LONGITUDINALLY A META WRE SHALL BE CONCURRENTLY INSTALLED FOR DETECTION PURPOSES. OTHER DETECTION METHODS MAYBE UTILIZED. IF APPROVED SYTXDOT. UTILITY UNES SHW.L BE CASED MIEN REQUIRED BY THE TXDOT UTILITY ACCOMMODATION POUCY SAP). MINIMUM SEPARATION BETWEEN UTKRIES AND MINIM W DEPTHS CA COVER SHALL CONFORM TO THE REQUIREMENTS SET FORM IN THE TXDOT UAP. ABOVE -GROUND APPURTENANCES. SUCH AS PEDESTALS, FIRE HYDRANTS. METERS, ETC, INSTALLED AS A PART OF AN UNDERGROUND UTILITY SHALL BE LOCATED WTW IS OF THE ROW. WELL OUTSIDE THE HIGHWAY MAINTENANCE OPERATION AREA. LINES PLACED UNDER ANY EXISTING ROADWAY SHALL BE INSTALLED BY BORING ORTUNNELING PER THE TXDOT UAP. READILY ID91TIFIABLE AND SUITABLE MARKERS SHALL BE PLACED ALONG THE ROW IDENTIFYING THE LOCATION OF UTILITIES RUINING PARALLEL TO THE ROW. MAKERS WLLALSO SE PLACED AT HIGHWAY CROSSINGS EXCEPT WHEREDIEY ARE MARKED BY AVERT. ANY EJOSRNG RIPRAP CUT BY TRENCHING OPERATIONS SHALL BE PLACED AND THE SURFACE OF THE NEW RIPRAP FINISHED TO MATCH THAT OF THE EXISTING RIPRAP. CONCRETE WRAF' SH AU. CONTAIN NO LESSFEWER THAN 3 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. AND REINFORCING STEEL SHALL CONFORM TO MATCH THAT OF THE COSTING RIPRAP. THE PERMIT HOLDER IS SOLELY RESPONSIBLE FOR BOTH TEMPORARY AND PERMANENT EROSION CONTROL ROW DAMAGED DURING UTILITY RETALIATION SHLLL BE REPAIRED AND RESTORED TO THE EYACTCONTOURS THAT EXISTED PRIOR TO INITIATION OF THE UTUTY PROJECT. ALL EARTH PLACED NTHE RESTORATION OF SLOPES, ETC., SHALL BE COMPACTED TO A DENSITY GREATER THAT OREQUAL TO TEE ORIGINAL SLOPE DAMAGED AREAS ON WINCH UTIUTY CONSTRUCTION HAS CEASED SEMLL. DE REVEGETATED WITHIN 14 DAYS UNLESS CONSTRUCTION IS W'HFOULED TO RESUME WITHIN 21 DAYS. THE UTILITY OAMER I6 RESPONSIBLE FOR THE DAMAGED AREAS UNTIL GROWTH 18 REESTMUSHED TO THE SATISFACTION OF AN AUTHDRQED REPRESENTATIVE OF TXDOT. TXDOT RESERVES THE RIGHT TO REQUIRE ADDITIONAL REVEGETATION MEASURES AT ANY TIME AFTER UTILITY INSTALLATION HAS BEGUN0N5. THE DAMAGED AREA SHALL BE RESTORED WITH ORIGINAL CONTOURS PRIOR TO REVEGETATION. DITCHES SHALL BE RESTORED TO THEIR ORIGINAL CONTOURS AND WATER CARRYING CAPACITY. THE AREA SHALL SE SMOOTH AND FREE OF RUTS MID OTHER DEPRESSIONS. IF THE PREPARED SEEDBED BECOMES CRUSTED OR ERODED THE SOLAR SEWED BHNl BE REWORKED UNTIL IT IS SMOOTH AND READY FOR REVEGETATION. WHEN NECESSARY, WATER SHALL BE PROVIDED TO PROMOTE GROWTH OF VEGETATION. ONLY WATER THAT IS CLEAN AND FREE OF SUBSTANCES HARMFUL TO THE GROWTH OF VEGETATION SHALL BE USED. VNTHOMi EQUIPMENT WHICH RILL INSURE THE UNIFORM DISTRIBUTION NO CONTROILEDAPPUCATION OF WATER RATES SHALL BE USED - THE CONTROL OF EROSION ON SLOPES AND OTHER DAMAGED AREAS SUCH AS DITCHES, ETC., MAY REQUIRE THE USE OF SPECIALIZED EROSION CONTROL PRODUCTS. ONLY EROSION CONTROL PRODUCTS THAT ME PREOUAUFIED BY THE DIRECTOR OF MAINTENANCE MAY BE USED. A CURRENT UST OF PREQUMIFIED PRODUCTS MAY BE OBTAINED BY WRITING TO THE VEGETATION MANAGEMENT SECTION OF TEMAINTENANCE DIVISION, 12S E 11TH STREET, AUSTIN. TEXAS T8701.2481 OR ON THE INTERNET YIEHSUE ®W'WNDOT.STATETLUS, BY CUOMO ON THE' ABOUT TXDOT',DMSION AND OFFICES' AGO' MAINTENANCE DIVISION' BUTTONS. TEMPORARY SEDIMENT CONTROL SILT' FENCE SHALL BE USED AID INSTALLED ACCORDING TO ITEM 5240 TO CONTROL EROSION FROM DAMAGED AREAS. SILT FENCE SHALL BE INSTALLED OOVMSRREAM OF SPOIL SITES. FILL TILES AND EXCAVATED AREAS TO CONTROL RUNOFF OR SILTATION OF MATERIALS INTO SURROUNDING AREAS. SODDING FOR EROSION CONTROL SHALL BE PERFORMED ACCORDING TO ITEM 162. SEEDER FOR EROSION CONTROL SHALL BE PERFORMED ACCORDING TO ITEM 164. IF AN UNDERGROUND UTILITY CROSSES THE CENTERLINE OF A DRAINAGE CHANNEL OR ENTERS THE FLOW LINE OF A DRAINAGE CHANNEL. A CONCRETE CAP OR COMPARABLE PERMANENT PROTECTOR APPROVED BY TXDOT SHALL BE REQUIRED. TXDOT RESERVES THE RIGM TO REQUIRE AOOTONAL EROSION COHTROI. MEASURES AT ANY TIME AFTER CONSTRUCTOR HAS BEAR F CONSTRUCTION OF THE UTILITY UNE HAS NOT BEGUN WTHN FOUR MONTHS OF THE APPROVAL. THE UTILITY SHALL NOTIFY TXDOT OF ITS INTENTION TO COMPLETE THE INSTALLATION. IF TXDOT HAS NOT RECEIVED NOTIFICATION THAT THE UTILITY INTENDS TO COMPLETE THE INSTALLATION. TXDOT MAY REASSIGN THE UTILITY TO ADIFFERENT LOCATION ANY PIPE INCORRECTLY LOCATED, THAT CONFUCTS WITH ANY HIGHWAY STRUCTURE, SHALL BE REMOVED AND RELOCATED IN ITS PROPER LOCATION AT THE BNTRE EXPENSE OF UTIUTY CANER TXDOT ASSUMES NO RESPONSIBILITY FOR CONFLICTS WITH OTHER PIPE LINES OR UTILITY LIE. TEXAS ONE CALL AT 1 800-245.4545 SHOULD AlwAYS BE CALLED TO LOCATE LINES PRIOR TO CONSTRUCTION WORK TXDOT WLL NOT BE RESPONSIBLE FOR DAMAGE TO UTIUTY UNES BY MAINTENANCE OR. CONSTRUCTION MACHINERY. THE UTIUTY WLL PROVIDE TXDOT WTN A COPY OF ASBIALT DMWNGS UPON COMPLETION OF THE NEW INSTALLATION OR RELOCATION, PROJECT: 5022 146 5S57 DENTON COUNTY, TX CLARIFICATION NO. QUANTITY DATE i110&11 ENGINEER GXTEG DRAWN BY: 41)R REVISIONS DATE OZWUW YWTIAL Or. I rtY WT14 ammo: IIW WOn GaIMCf,MR MAIMS AIC IC•Cpm• O 4041. MAISI114 POMMY r ITIC CO . mwr11 ttxvmOpZ a Are t 4saml*rtmm mN[t WED/iMTI_YOCtit11mIT OWE Vilna 184•01110•L SCALE HORIZONTAL NIA VERTICAL NA MP TO MP SHEET 04 OF 13 DGN NO. COAST. NOTES DocuSgn Envelope ID D587111F-6C40-479138784-98CF84CCE(339 SYMBOLS KEY EXISTING PROPOSED BURIED CABLE AERIAL CABLE - A A SUBMARINE CABLE SUBM SUBM FOGN4RE CABLE FOGW —FOG" DIRECT BURIED HOPE H H PVC OR SPOT PVC CONDUIT BSPIGSP OR SPUT BSINGSP CONDUIT ..' t\/NZ\ /�/N/N STEEL CAST* REMOVE ANO RESTORE ASPHALT OR CONCRETE (VADTH AS INDICATED) CORE SORE JACK AND BORE DIRECTIONAL BORE FUTURE CABLE REMOVE CABLE TO BE REMOVED ORABNQVNED ISNOWN FOR HOPE) 4r 3 48' 3 $ C DB DB 0 > )( 14 NAMUR r1 H AERIAL UTILITY (ELECTRIC) UNDERGROUND UTILITY (TELEPHONE) MAIN TRACKS ALD(KARY TRACKS I I I I I I CENTCWNE — CA — CA. RIGHTOF-WAY — RN EDGE OF PAVEMENT EOP EOP SIDEWALK SAN SNV DITCH UNE DA _ di TAX DISTRICT or%. COUNTY OR STATE BOUNDARY UNE PROPERTY UNE FENCE UNE FA. —O— F/L FA —O— FIL —O— FA. FA. —0— GUARORNL I T I TOP OF SLOPE TOE OF SLOPE STEEL MARKER AND SIGNAA) ALUBLINUM -HU9'-STYLE MARKER-(B) FLAT MARKER(C) TUBULAR MARKER-(D) 'TUBULAR MARKER & ISOLATOR PROTECTOR-(E) MILE POST MARKER. NOTE: DASHED • NOT FOUND IN FIELD PERMIT TRACKING FORM IDR(TIHER ROCK PROBE (DEPTH AS INDICATED) UTILITY COVER DEPTH HMDHOLE, MANHOLE OR PULLBOX POLE ANCHOR ONLY GUY ONLY OVERHEAD GUY (ARROW IN DIRECTION OF PULL) ANCHOR AND GUY SIDEWALK ANCHOR AND GUY FOREIGN ANCHOR AND GUY PUSH BRACE (COSTING POLE) ACCOUNT CODE CHANGE (BURIED TO AERIAL) BOND AND GROUND CULVERT (SUE AS INDICATED) BRIDGE WATER METER GAS VALVE FIRE NYCRPNT RAILROAD SIGNAL CONTROL BOX CAUTION NOTE w3 EXISTING PROPOSED PROJECT* 50221456557 Io Si n1 In9 ea go i go to i r03 QBV tit?! (C) «n 21 I P.TF. \ 1ST / 4r cur) W (8) (C) (0) CE) P.TF. \137/ 4B' ❑�c ❑/D • Q Q 01/G Bi IBM OHG er 1051 DENTON COUNTY. TX CLARIFICATION NO. QUANTITY 3 U r � d �-- W z 9 Q -a U E F 58.504 SPS84 < 0 0 ----Pes PB It I�l D O A— D---�� A �L s ffi F )G > 1r < )=1 TJ fir > Ir < tit rEP r ❑�"u Q� e DATE 1NOON ENGINEER: GA -DEG DRAWN BY: GXT REVISIONS wrz 0[WO5FTOH OVAL acorn mAY 11 Chant MN'OIC YY COMIC. Ilan ~OM •O Y9o•tOw wulowla, ,. a NZUC CO PIMBIO*NW MN=o NOMILL Ye/ Mn••0•04.loMO.G WO MOST •• Knlldr Y6IC Mr=r011Wnl SCALE HORIZONTAL IAA VERTICAL IAA MP TO MP SHEET 08 OF 13 DGN NO. SYMBOLS KEY DocuSgn Envelope ID D587I11F-6C40-4798-8784-98CF84CCEB39 TYPICAL DETAIL 'A' ICIC• SAM nu. MOST a wa 11m1 Roar nNZ MAIOAL TYPICAL DETAIL 'E" EXPOSE CONDUIT VI HMO COMIC INTICD //- MUM CAKEIleall T APE YAEES / .7-E12SIac MC 1 Ir1 • ANEW L' _ a� -.rumba/truly Wray AWf� R ASIE OPTIC COWL rant tuwaaN MWUY SPAMY MENEM At MDR: MarSMALL an APPLY FOE INC N01.11a &VWr CONSTRUCTION DETAILS TYPICAL TRENCH AND BORE DETAIL TYPICAL DETAIL "B" RaEDTImuL WnE UNRt WAauY `- 3-1J' MOPE -COLOR M X D aNNGC DUCE MIXT TYPICAL DETAIL "F' OPEN CUT CONCRETE OR ASPHALT PLAN VIEW TYPICAL DETAIL "C' omna t oac MIX DmTWO axt TYPICAL DETAIL'GG. REpON�RgEOONDTHALT TYPICAL DETAIL"0' REMOVE AND CONCRETE OONRESTORE COMPACTED OR COMM9a RAC SE WEED DIME WW2 TAPE SACTIILL ioa `i�wiiMa TYPICAL. DETAIL "H' PIO 4r SPLIT C Ian A3 MUM 1 PRWP04D teal I r -t c dC CM AS NECEEA[P =a PROJECT: 5022 145 6557 DENTON COUNTY. TX CIPAIFICATION NO. QUANTITY TITLE DATE mown ENGINEER: CXVEG DRAWN BY: (MT REVISIONS DATE aACIATON nwL t_t Y WaNnht_L uDAY CO MN.I.TMY 0111000110/4001C•allaiiii YNA WaTC11C11RY W MVTGR gMA1i"w11w*1 TC nOYMu ••01111.41.0tit IO aNCIA 02•110.01 liMoICatarritealinin1011111110C YI111Y100.1410t SCAT HORIZONTAL: WA VERTICAL WA MP TO MP SHEET oe OF 13 DGN NO. CONST. DETAILS DocuSgn Envelope ID D587111 F-6C40-479B-8784-98CF84CCEB39 NONSgD SURFACE EMS MARKER 3M CAT 41411 (ONE SCE ONLY) LOOK DOWN DEVICE AND DIRT SHIELD SEE DETAIL'A,1' THIS SHEET U ISTRUT CHANNEL SUPPORT BEAM OW X 1X3S (3 REQUIED) .37r INSERT nAIIEYE CABLE PACK SEE DETAIL -AP THIS SHEET EYE BOLTS TYPICAL- 4 PI 3P— OA ONSIDE oIMENeION) &ATABLE DIRT BACKFUL PLAN DETAIL "A" DESCRIPTION SEE DETAIL 'AS TINS SHEET DETAIL "B" EXCAVATION PIT EMS MAR ER (ONE SIDE ONLY) CRUSTED STONE 2.5' X 5' X 2.5' BOTTOMLESS HANDHOLE DETAILS UFTING SLOT 4' X T VATN CETIIER PIN TWO PIECE REINFORCED POLYMER MORTER (RPM) COVB2 FOR 28.800 LOS. LOADING WEIGHT LOCKING BEAM (CENTER ONLY) SEE DETAIL"MD THIS SHEET REINFORCED POLYMER MORTAR FRAME (RPM) BONDED TO VAULT BY MANUFACTUPfR /'— FIBERGLASS REINFORCED r PLASTIC VAULT (FRP) PROFILE S 0' —' EXISTING GRADE SUITABLE DIRT BACIffKL PVC. BSP/GSP OR HOPE CONDUIT (TYP.) DETAIL "A-2" ENGAGEb LOCK DOWN DEVICE NEOPRENECQJER \ Ad. 6 • •r O;a SECTION A -A LOCKING DEVICE CROSS SECTION REINFORCED POLYMER MORTAR-,,a•4, COVER MD FRAME y FIBERGLASS VAULT DETAIL "C" SIDE WALL VIEW INSIDE LOOKING OUT -1 30- r I --- I F I I 4 gyp/ .375 LAG BOLT ANCHOR (TYP.) 30' DETAIL "A-1" LOCK DOWN DEVICE NEOPRENE RUBBER PX170'X.25' A ,60' STAINLESS STEEL ACMETHD. BOLTL CAPTURE NUM/ STAINLESS END CAP (SELF CLEANING) P1000 UNISTRUT 7' r 1 NOTE - DETAIL "A-3" COVER HOLD DOWN BRACKET OF 2-PIECE RPM COVER .375 INSERT (TYP-4 PLACES)LW .78' X 1 25- HEX BOLT WITH NUT. AND WISHER COVER HOLD CCNK BRACKET (HOT DIPPED GALV) a REQV) A. • .- • • ' ? SUPPORT RPM FRAME—\ C . A .. ' 4.•01, ....a • d : SEAM ••.s 41.b UNEAR DISTANCE BETWEEN LAG BOLT ANCHORS MUST BE 25'. DETAIL "A-4" SUPPORT BEAM INSTALLATION (TYP. AT 6 PLACES) RPM COVER .",.ON . : > .Y S 03. a' 4' FIBERGLASS VAULT NOTES 1. VOID IN EXCAVATED AREAS TO BE BACKHLLED WITH SELECT MATERIAL 2. BOTTOM OF EXCAVATED PIT TO BE BACKFILLED WITH 1r OF CRUSHED STONE (.M' GRADE). 3. SHORING WILL BE REQUIRED. 4. ALL HANDHOLES SHALL BE PLACED BELOW EXISTING GRADE. 5_TNS HANDHOLE IS Of FIBERGLASS MATFNAI APPROXIMATELY POUNDS IN WEIGHT. THE LIDS ARE POLYMER CONCRETE INTERIM, EACHAPPROXIMATELY POUNDS PROJECT: 9222 145 8557 DENTOW COUNTY, TX CIARIFICATION No. QUANTITY DATE 11/09/11 ENGINEER: GXT,EG DRAWN BY: GLT REVISIONS MTh DEsaflO. INTHL Mtn .r %Y as*410$n04404n awnwx. -m aMims rowaccw w u.wi.mnaa"ra r...maq 1.011aI W"IIIIQai mssaL a.AMMrnRTnRYlatacOafl— M44 • C/.1a1 SCA HORIZONTALS NIA VERTICAL: NA MP TO MP SHEET 07 OF 13 DON NO. HH DETMS DocuSign Envelope ID- 0587111F-6C40- 798-B784-98CFB4CCEB39 SPICE HANDHOLE CABLE GROUNDING INSTALLATION DETAILS (FOR CONTRACTOR INSTALLATION) DETAIL "A" DETAIL'S" PLAN VIEW INSTALLATION DETAIL PAETECA MARKER 1 II I 1 1 1 V J 1 VARES 1 NOTE TAD MARKERS AT HANDHOLE LOCATION (3) @GA TRACER WIRE SOLO COLOR COATED OR GROUND WIRE CAR SE UNCOATED c+ y-7A�,iwJcn,y �y� .r, +eha•.i, .y;y'/'i`.4 - am Ls " sr::AC,T t 'tet e�vL's s- `y L/ N l Y ? n4` ^�''✓✓ �"�r` L'.' .%My+n�,�•"`r'J"rvz�'111{ L',Y�"+' Y r w. GROLNO -. •Cl r1R`n�..:�^:,•rStii^Ci'�w/Jh��v;�n�•... _ f"%: • wYjj''"C'�w� l.L^.-vfy?� i�,�..a SPUCE HAIDIOLE COVER NOT MOM FOR CLARITY WEE MES TEST STATION OR TUBULAR COTT FINK MARKER 1 T MI T ORANGE HOPE TEST STATION FINISHED GRADE 1T-trcOVEt FROM TOP OF HH TO TOP OF MODE (3) °G1TRACER WNE BODO COLOR COATED OR CAN SE UNCOATED 1.T oft 1.9' BLACK HOPE t.T OR 1.r GREEN HOPE \FIBER OPTIC CABLE 1 TOR 1.9" BLUE HOPE HOPE DUCT FOR HARNESS (3) SGA TRACER IMRE SOLID COLOR COATED OR CAN BE UNCOATED TO TEST STATION e•-ACTS' T RP 1. W1TH GROUND WIRE IN SMALL GROOVE. HOOK 'co COMPONENT MOUND ROD. GREEN WRE TO SURGE ARRESTER ORS WIRE) DETAIL "B-1" C-LOK GROUND ROD INSTALLATION METHOD. 2. INSERT WEDGE COMPONENT BETWEEN ROD MD WIRE. DETAIL "B-2" C-LOK CONNECTOR NOTE: SEE DETAIL-B-1' THIS SHEET FOR INSTALLATION METHOD. NOTES! SOUTHWEST FIBER CABLE STAINLESS STEEL HOSE CLAMPS SPUR FIBER CABLE YELLOW WIRE FROM 3. PUSH WEDGE COMPONENT BETWEEN ROD AND WIRE TO SECURE ASSEMBLY. Q 4. COMPLETE CONNECTION USING PLIERS 5. ENSURE SECURING LOCK IS VISIBLE N INSPECTION NANDOW . DETAIL "B-3" TEMPORARY GROUNDING (INCLUDING SPUR CABLE) BLACK WRE FROM SURGE ARRESTER ATTACHED TO RPS OF CABLE SURGE ARRESTER ATTACHED TO RPS OF CABLE BLUE WRE FROM SURGE ARRESTER ATTACHED TO RPS OF CABLE NORTHEAST FIBER CABLE HOPE DUCT FOR HARNESS 1. OSP CONTRACTOR SHALL INSTALL THE FOLLOWING PAETEC FURNISHED MATERIALS: ▪ r TUBULAR MARKER WITH HARDWARE (1) • SPACE HANDHOLE ▪ GROUND ROD AND FIGURE a CONNECTOR ▪ PU . WIRE HARNESS FROM HANDHOLE TO MARKER 2. THE CONTRACTOR WLL FURNISH AND INSTALL THE ItOPE, LENGTH AS REOVRED PER THE DRAWNGS SIPPUED. & AU. PAETEC AND CONTRACTOR FURNISHED MATERIALS SHALL BE IN PLACE PWOR TO PLACEMENT OF THE FIBER OPTIC CABLE, AT WHICH TIME THE TEMPORARY GROUND CONNECTION WLL BE MADE IN ACCORDANCE WTH DETAIL'A', 4. AFTER CONNECTION OF THE TEMPORARY GROUND, THE CONTRACTOR SHALL BEAL THE EMS OF THE FIBER OPTIC CABLE TO PREVENT THE ENTRY 0F MOISTURE 5.AFTER INSTALLATION OF THE FRIER OPTIC CABLE MD WRING HARNESS RFESS BY THE CONTRACTOR THE CONTRACTOR SHALL SEAL ALL DUCT LINE OPENINGS WITH PAETEC APPROVED LATERAL TO PREVENT THE ENTRY OF MOISTURE. e. MARKER AND HANDHOLE SHOULD BE PLACED IN Lite WTH THE NORTHERN CORNER OF THE SPUCE HANDHOLE FOR NORTWSOUTH ROUTES, THE EASTERN COMER OF THE SPLICE HANDHOLE FOR EASTMEST ROUTES. PROJECT: 5022 145 6657 DENTON COUNTY, TA CLARIFICATION NO. QUANTITY 8 W TITLE: FIBER OPTIC J • ° 0 z d• • 2V, 2 LL = • - zz - 0 ro cc ?O DATE tbABlt ENGINEER GXT4EG DRAWN BY: EST REVISIONS MTV onaarnal NINL MLR M R VIRM.I./M.ADR —..1R" wo-Mro WwrwAa111 — MOO M IR0.11" W P O=C .RRR.RI BMW 01 SIMS<0.as .c MWMOt RRMORW W40.al WOO FORM/ —W Alb/ MOW RRmvr- SrAI F HORRONTAL• NA VERTICAL' NA MP TO MP SHEET Oe OF 13 DON NO. GROUNDING ®SPUCE DoaiSign Envelope ID D5B7111F-6C49-479B-B784-98CF84CCE839 CLARIFICATION SUMMARY SHEET PROJECT SPECIFIC CLARIFICATION CLARIFICATION' NUMBER NUMBER AND ALPHA PROJECT CLARIFICATION SUMMARY DESCRIPnoN 212 PLACE 4.1.P HOPE 240 RACE HANOHOLE 410 PULL NEW CABLE 415 REMOVE AND SALVAGE CABLE 420 REPOSIfON ACTIVE CABLE SLICK 6.10 DIRECTIONAL BORE 4..1.9' HOPE 030A DIRECTIONAL BORE r BSP Ef W 41.P HDPE 710 711 PLACE MAOLER PUCE FINK MARKER QUANTITY UNIT 700 2 EA 6,591 4,081 Isa 412 121 5 EA. 1 EA PROJECT: San 145 e557 DENTON COUNTY, TX CLARIFICATION NO. QUANTITY DATE: 1 VOWI1 ENGINEER: GXTIEG DRAWN BY: GXT REVISIONS OAR a[10®1104 INTML uufA vu awwrl MOANS 111 CAna.F,lwa1 mwwnwoa ¢aaaaoe Satanwwnuaawnv PACNICca aTaanaa,aaa ANC mwR,R •owuam N nmmLOmDania a MDR* niNall•CINCul MOM SCALE HORIZONTAL N/A VERTICAL: NIA MP _ TO MP SHEET 09 OF 13 DGN NO.CURIFICATICH SHEET DoaSgn Envelope ICY D5B7111F-6C40-47913-8784-98CF84CCEB39 MI AO 40 - STA EHS =ST. PAETEC NH REEL[ EOH EOM SACK COT. LAF Tat PUCE /YV 6uOC COIL REEL It EOM EOH: SACK cat low �(--AL - -N.n� FIBER ROUTE SCHEMATIC EXIST. COMM TO BE ABANDON W PLACE pSTTA 113+2E PLACEFEC NH E lot SLACK COIL BNSFIRIR I ♦a• 1•00M-9t--M— P, FM 156 rC REEL EOM: COG SACK COL lCP 3,9411 Fr. 5 O ts a to ® EXPOSE AND LOWER CABLE ••01.-•4C•-* EXISTING PAETEC CONDUIT TO BE ABANDONED IN PLACE AND CASE TO BE REMOVED EXISTING PAETEC CONDUIT & FIBER OPTIC CASE PROPOSED PAETEC CONDUIT& FIBER OPTIC CASE ❑ PROPOSED PAETEC NH ® EXISTING PAETEC MH ® SPLICE POINT IN WWI Q MANHOLE ❑ HAVOHOLE SSyTA$152.44 & SPOCE. cgL IOC SLACK REELt EOM Eat SACK COI.: WIT PROJECT: SOR 145 S55T DENTON COUNTY. TA CLARIFICATION NO. OWNTITY DATE 11N9/11 ENGINEER GX.T/EG DRAWN 8Y: GXT REVISIONS NMT< CCICMICR INTAL CCU" N AY N OEMM1{ p ca0V nwcv.. Mnos•HIOANCPI MOLL — Tr Nlow1Yn Nat CO NON IMP MKO u AT.GWII as moo *manor N RY1CY1Ld, oat. gat 1R[DI ma Y MOCK WIIIpiT PION ~Mg N-PIOl SCALE HORIZONTAL WA VERTICAL NIA MP TO MP _ SHEET 10 OF 1u DGN NO. SCHEMATIC DocuSig n Envelope ID D5B7111 F-6C40-4798-8754-98CF64CCEB39 DECATUR, TX A/R 1 343 I O A as b T STA 61150 420 66' 641 STA 102+52 2 240 1 641 4a1 REPOSITION STALK TO PUCE PAETEC 11H NEW MH Q STA 102152 T T STA 102+57 3 212 641 PLACE 4-l.T HOPE SEE CAPROCK CAPITAL PROJECT #T99018 SHT. 150 TO 155 OF 256 r EXIST.PAETEC J 4 -1.0" HOPE YW 284 CABLE TO REMAIN IN PLACE DENTON COUNTY, TX STA 102167 4 415 25W 10A 4M REMOVE CABLE FROM CONDUIT a SALVAGE R/W BNSFI R/R REELS. EOI. BOO SUCK COIL: 1 T STA 102+57 5 410 364 10A AM PULL CABLE INCLUDE 100 SLACK COL REEL 4: EOC EOH: MACKCOIL 106 R1 PROP. RJR TRACK 1 PROP. WE MICK r x-w —34- —x — 34-17 —M- T EXIST. CONDUIT TO BE ABANDON IN PLACE UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD LOCATE AU. UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION. COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT THE EXPENSE OF THE CONTRACTOR ces FT. WORTH, TX -x- NORTH e co CALL BEFORE YOU DIG 1-B00-245-4545 72 HOURS NOTICE REWIRED PROJECT: 5027 145 6557 DENTON COUNTY. TX CLAWICATION NO. WARMS 212 264' 240 t 410 364' 415 259‘ 420 6C 710 1 711 1 b f a co DATE: 1./06r11 I ENGINEER: GXTIEG I DRAWN BY: GXT REVISIONS IDMZ 013CA►1GI MOW CCM 44w c-P —wo®n IdnQ 1Q PAY /i s0100e auOWN x S OrNam mHs 0 r senrcwm¢ ISM NM W I OOIt tm0.a _l4 M AAQ OOIt �C 1OIIOI Ip1�X SCALE HORIZONTAL 1- w VERTICAL rasa MP _ TO MP SHEET 11 OF 13 DGN NO.FM1568N5F-RR_11.13 DocuSign Envelope ID 0587111 F-6C40-479&8784-98CF84CCEB39 co ,r 0 r 1 re 8 0 f b DECATUR, TX r STA 105.1s 212 264 641 41.1 PLACE 41 r HOPE r EXIST. CONDUIT TO BE ABANDON IN PLACE 1 1r STA 106N3 2 000 41? 0-H 4M ORECT1ONAL SORE 41.v HOPE STA 110+51 3 212 40 6H 4M PUCE 4-1.V HOPE R y fa- 7MOP.RAOM SEE CAPROCK CAPITAL PROJECT #T99018 SHT. 150 TO 155 OF 256 • .-.I—T DENTON COUNTY, TX STA 110.75 4 121' 641 4M DRECTONAL BORE IV OSP E/w4-10HOPE ISEE SHEET 12A I FOR PROFILE STA111+00 6 212 6V 041 4M PLACE 4-17F HOPE R/N .. STA IDa+11 EDGE OF CULVERT T STA 105.1s 0 416 726 10A 4M REMOVE CASTE FROM CONDUIT BNS R/R BNSF SPUR R/R STA105+16 7 410 9c0 10A 4M PULL CABLE T UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD LOCATE AU. UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION. COMPLETE REPAIR OF ANY AND AU. DAMAGES INCURRED SHALL BE AT THE EXPENSE OF THE CONTPACTOR FT. WORTH, TX EXIST. CONDUIT TO BE ABANDON IN PI Arx ti CALL BEFORE YDU DIG I-800-245-4545 72 HOURS NOTICE REQUIRED PROJECT: 50221456557 DENTON COUNTY. TX MARFIGAQN NO. CUANTLIY 212 410 413 630 630A 71D TITLE DATE: 1'U06/11 ENGINEER: GXLEG DRAWN BY: Go REVISIONS 373' eas 726' 41? 121' 2 OME OSCMIION NM& COOT . W RR ODO.M maw .. cone. 6Q 00•11•1..1,6•0000 S*s o a INC PROM, > Va m or s as 0 00 COMOR[ A6 OWL W s OYRm. 6010, 6R WO IA ON nfl MIS SEM mIRR5119RIRO111 SCALE HORIZONTAL_ VERTICAL_ 1" • 60 TO MP 12 OF MP SHEET 1' v 517 13 DON NOFM166BNSF-RR_11413 DocuSgn Envelope ID 05B7111F-6C40-479B-8784-98CF84CCEB39 DECATUR, TX 650 645 1 EXIST. GRADE DENTON COUNTY, TX PROFILE ALONG BNSF R/R X-ING CREEK LOOKING NORTH f ran.9nvc q+� nv 1 4-1.0" HOPE SEE CAPROCK CAPITAL PROJECT #T99018 SHT. 150 TO 155 OF 256 0• e .401 i - BTA 110+51 END DIR. BORE 670 670 665 665 1850 850 645 UNDERGROUND UTILRIES HAVE RPFN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILRIES PRIOR TO CONSTRUCTION. COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT THE EXPENSE OF THE CONTRACTOR. FT. WORTH, TX PROFILE ALONG BNSF R/R X-ING CREEK LOOKING NORTH M S 0 40 W 0 I i EXIST. GRADE 6451 1 I / DIR. BdRE (121) OF PF 670 655 650 tu�qFI `WIyy W!Lk I 1-R 645 WORTH PROJECT: 5022 1458557 DENTON COIMTY, TX CALL BEFORE YOU DIG 1-800-245-4545 72 )UWS NOTICE REQUIRED CLARIFICATION NO. QUANTIIY DATE: 11ma11 ENGINEER: GXT,EG DRAWN BY: ex, REVISIONS 047E OLScfl WILL anal M -- g11NMt - N OIMM% In -- 20nC NIL NON M PROMO/ V LILID: IOU YO 06 N>C!C! Mein M WALL O N COn N NN IN M' Inge nil MOM Man NON►YL SCALE HORIZONTAL_ 1• • 522 VERTICAL: I' • so MP TO MP SHEET 17A Of 13 DGN NOYM156-BNSFWZ/I43 DocuSgn Envelope ID D587111 F-6C40-4798-8784.98CF84CCEB39 DECATUR, TX EXIST. CONDUIT TO BE ABANDON IN PLACE �1SOOi NYJ T DENTON COUNTY, TX r 5 I- o 2 �u]� C S LLee Iu LYUI Es 44 �i$z r (yjaJ��'��.t�JZW 8( 4N 1W U n4. tv co I 7 BN F R/R STA 11146E i 212 152 6-N PLACE 4-1.9* HOPE STA111468 2 415 a97s 10A 44 REMOVE 6 SALVAGE EXIST. EXIST.PAETEC 4.1.9" HOPE TO REMAIN IN PLACE EXIST. CARI F TO BE REMOVED & REPLACED VW NEW 264F CABLE -K -1 tk7cgti 'T SEE CAPROCK CAPITAL PROJECT #T99018 SHT. 150 TO 155 OF 256 7 STA 111+68 410 252 10A 4M PULL CABLE CABLE FROM CONDUIT INCLUDE 100 BLACK COIL STA 113425 3 410 4,009 10A 4M PULL CABLE INCLUDE 100 SLACK COIL R/ ' -7 t STA 113420 4 240 641 IM PLACE PAETEC HH 0 0 STA 1E2$4 FT. WORTH, TX SS REEL t REELt. EON: EOC EOC EON: SLACK COIL 'OP MACK0SL it UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION. COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT THE EXPENSE OF THE CONTRACTOR. CALL BEFTRE YOU DIG 1-800-245-4545 72 HOURS NOTICE REQUIRED r PROJECT: 5022 145 6557 DENTON COUNTY. TX ClAR8CADON NO. QUANTITY 212 152 240 1 410 4.321' 416 3.974' 710 2 PAETEC OUTSIDE PLANT CONSTRUCTION TITLE: FIBER OPTIC CABLE ROUTE JUSTIN, TX. FM 158 & BNSF RJR PLAN DATE 11109/11 ENGINEER: GXTJEG DRAWN BY: cur REVISIONS DGE OLSOC4M11 Rat Oml li wit moms 1oa9 w COMM; TICK MOOS Mit 110001CO2021 NIL o.., x Lover Or R4,¢ CO. iC0— a 14ld di MgCI o=C •- w1141IEd%l AL HORIZONTAL: VERTICAL: 1' • 50 1'. 50 MP TO MP SHEET 13 OF 13 DGN NOFN1568NSF.R JI-13 City of Fort Worth, Texas Mayor and Council Communication COUNCIL. ACTION, Approved on 1/31/2012 --v_- a..att.:..... DATE• Tuesday, January 31, 2012 REFERENCE NO.: **C-25424 LOG NAME 55AFW RWY EXT UTILITY RELOCATION_MCLEOD D/B/A PAETEC (BNSF) SUBJECT: Authorize Execution of a Utility Adjustment Agreement with McLeodUSA Telecommunications Services, LLC d/b/a PAETEC Business Services, in the Amount of $81 275.00 for Relocation of a Fiber Duct System as Part of the Runway Extension Project at Fort Worth Alliance Airport (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council authorize execution of a Utility Adjustment Agreement with McLeodUSA Telecommunications Services, LLC d/b/a PAETEC Business Services, in the amount of $81,275.00 for relocation of a Fiber Duct System as part of the Runway Extension Project at Fort Worth Alliance Airport DISCUSSION: This Construction Utility Relocation Reimbursement Agreement is required to pay for the relocation of certain McLeodUSA Telecommunications Services, LLC d/b/a PAETEC Business Services (PAETEC), Fiber Duct Systems to allow the realignment of the Burlington Northern Santa Fe Railroad (BNSF) Main Line as a part of the Runway Extension Project at Fort Worth Alliance Airport. In order to construct the new runway extension, it is necessary to relocate all private utility service conflicts located on the proposed BNSF Main line. The BNSF plans to place a second Main Track crossing FM 156 near Justin, Texas and also place a connector track near Haslet, Texas. PAETEC will design and relocate as follows: 1. BNSF Main No. 2 Project End (FM 156 & Sam Reynolds Rd). Relocate approximately 5,591 feet of 264 fiber cable and approximately 1,332 feet of four 1.9-inch ducts 2. BNSF Connector Rail (FM 156 near Haslet): PAETEC is in a joint trench with Abovenet, ATT Local, Qwest and Lightlink. The existing joint trench is approximately 8-feet deep with no steel casing. Relocation requirements are unknown at this time. Abovenet is the Lead Carrier and will determine any conflicts as well as manage the adjustment and/or hardening of the existing duct package. The utility facilities will be relocated by PAETEC and it will be reimbursed for the agreed -upon amount. Federal Aviation Administration funds from Runway Extension Grant 3-48-0296-33-2007 will be used for this Project. Existing land credits that remain from the original land donation for Alliance Airport will be used for the City's five percent in -kind match. This project is located in COUNCIL DISTRICT 2. Logname: 55AFW RWY EXT UTILITY RELOCATION_MCLEOD D/B/A PAETEC (BNSF) Page 1 of 2 FISCAL INFORMATION / CERTIFICATION. The Financial Management Services Director certifies that funds are available in the current capital budget as appropriated, of the Airport Grants Fund. FUND CENTERS TO Fund/Account/Centers CERTIFICATIONS: Submitted for Citv Manager's Office bv: Originating Department Head: Additional Information Contact: ATTACHMENTS 1. 55AFW-McleodMap.pdf (Public) 2. Avaflabe Funds 218187.doc (CFW Internal) 3. Utility FAR.odf (CFW Internal) FROM Fund/Account/Centers GR14 539120 055218187720 Fernando Costa (6122) Kent Penney (5403) Ruseena Johnson (5407) Patrick Buckley (2443) $81,275.00 Logname: 55AFW RWY EXT UTILITY RELOCATION MCLEOD D/B/A PAETEC (BNSF) Page 2 of 2