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Spectrum-PT170328A copy of the approved permit must be on the job site at all times.. It CC: Applicant T " ` r ' ` ° Page 1 of 4 Public Works OFFELL Permit File Rev. 06/201 Orig. to Project File RIGHT-OF-WAY USE PERMIT APPLICATION Permit valid for 90 calendar days from date= of approval Submit permit application to the Engineering Dept., Town Center, 255 Parkway Blvd. or e-mail to engineer@coppelltx.gov (see button below) Date of Submittal: 3-24-17 Applicant's Job # 1 Work Order a# 1434297 PERMIT FEE: $100.00 (No charge to Utility Companies with approved Franchise/ROW Use Agreement) Refer to the City of Coppell Ordinance No. 2001.444. Certificated Telecom Provider? Yes (0- No (- [—] Plans provided and approved (Erosion ControllSafety fences must be installed prior to beginning work) Project Name/Location or address Capitalogix Trading 61S E State Hwy 121 General Contractor GTI Contact# 972-329-9933 E-mail address to return permit mike@gardnerl 0 0. com Representative: Kevin Causey Franchise Telephone#: 214-394-4261 Company:. E-mail address: Kevin. Causey@charter.com (for contact if neededlif e-mail of approved permit is desired/permit cannorbe e-mailed unless complete) Utility Company Represented: C' Oncor Electric Delivery C Atmos Energy C Verizon SBC/ AT&T (-* Time Warner Cable f CoSery Electric/Gas C' Other General Description of Work (in accordance with Ord. No. 2001-944): PLEASE ATTACH PLAN OF PROPOSED WORK 467' of new underground,422' of pulling through existing conduit Estimated Start Date 4-7-17 Estimated Completion Date* 5-7-17 * Completion requires submittal of Completion Verification Notice (see page 4) r Was contact made with City and/or utility compwiies to locate existing utilities? NO, Reason: if (*- Yes C No -Is removal of existing streets, alleys, or sidewalks necessary? C Yes C•' No if YES, project must have City inspection prior to concrete replacement Rizht-of-Wav Use Permit Apolicatiou Pace 2 of 4 Representative(s) of the Contractor must adhere to all construction standards approved by the City of Coppell, which includes but is not limited to: Erosion Control Ordinance, compaction requirements (density tests may be required at applicant's expense) and barricading according to the Texas Manual on Uniform Traffic Control Devices. Area(u) affected must be restored to as good condition as before the commencement of work (grading, drainage, vegetation, and erosion control). To schedule Public Works fYnal inspection (Page 4) call 972-462-5155. ➢Any excavation requiring closing of a street/alley must be reported prior to closing to the following: Police Department (a 972-304-3600 Fire Department @ 972-304-3512 Street Department @ 972-462-5150 Engineering Department 0 972-3443679 Y Attach barricade plan 1 trench safety plan if a lane or street closure is required. NOTE: Street closures are allowed from 9:00 a.m. un ' • 0 .rn. ONLY unless otherwise approved by City Engineer. YAttach Work Order (franchise only) and/or 1 set of prints showing proposed work. Locates for existing franchise utilities must be done 48 hours prior to beginning work. For City utility locates, call 972-462-5185 to schedule 48 hours prior to beginning work. The application with signatures of Franchise and Contractor representatives must be submitted to Engineering Dept. for approval prior to beginning work. Submittals by e-mail should go to engineert&coppelltx.gov. Printing your name indicates your acceptance of the terms and conditions of this form: (if you want the approved permit returned via e-mail, provide a valid e-mail address on Page 1.) Kevin Causey 3-24-17 Signature of Utility Company Representative Date Mike Hulvey 3-24-17 Signature of Contractor Representative Date a&&7Z_at6&,? 28 March 2017 Signature of City Representative Date Comments >NOTE: Notify City Inspector at 972-304-3679 prior to beginning work and prior to backfill for concrete, trench, ditch and open pit inspections. Backfill must meet all construction standards approved by the City of Coppell. Applicant shall indemnify and forever hold harmless against the City of Coppell each and every claim, demand or cause of action that may be made or come against it by reason of or if any way arising out of the closure, blocking, excavating, cutting, tunneling, or other work by the applicant under permit from the City, if such permit is granted. T a- c i r y. a s Page 3 of 4 COPPELL i1TILITY RELOCATION CHECKLIST FOR WORK WITHIN CITY OF COPPELL RIGHTS-OF-WAY OR EASEMENTS Listed below are minimum requirements for utility relocation projects: ILA copy of the Valid approved City of Coppell permit is required on the project at all times. 2.Notify adjacent property owners (commercial & residential) of project timeline; provide thein with contact names and phone numbers. 3,Proper erasion control measures must be taken. 4 Follow Texas MUTCD standards for work in traffic zones. L.Sod is to be replaced when necessary. ,,Irrigation repairs must be performed in a timely manner. JFollow OSHA recommended trench safety at all times. &Repair existing utilities that are damaged, including but not limited to clean -outs, water Valves, and SS manholes. 9,13ensities may be required in trench lines (ASTM). J&Care and repair of street signage is the responsibility of the contractor. JJNo work is to be done in collector roadways before 9:00 a.m. or after 3:00 p.m. ILPrior notice of work activity on weekends and holidays must be in writing. IlLine locates must be performed in advance by contacting - 1 800 DIG TESS and/or the following: CITY OF COPPELL U'T'ILITIES DIVISION conaelltx.govlutility-opgrations-division 9721462-5155 CITY OF COPPELL ENGINEERING DEPT. 97213044-3+679 HOMEOWNER ASSOCIATIONS 9721304-3678 (Planning Department) TIME WARNER CABLE FEDERAL EMERGENCY MGMT. ADMIN. 2141320-5455 (Mike Rasmussen) 9401 898-5138 AT&T LOCAL NETWORK TEXAS COMM. on ENVIRONMENTAL QUALITY 21412.15-3031 (Rich Millenman) 817/ 588-5800 COSERV Gas & Electric DENTON CO. LEVEE DISTRICT 9401321-7800 x 7624 (Greg Ward) 2141 352-5118 (Richard Hightower) EXPLORER PIPELINE Atmos Energy 918/ 493-5100 (Patrick Nwakoby) 9721360-4428 (Gary Dickinson) ONCOR Electric Delivery 972/ 323-8917 (Larry Redick) VERIZON COMMUNICATIONS 1 800 DIG TESS for line locates 972/ 318-5277 (344 -8377) 14. Contaminants must be removed from work area daily and disposed of properly outside the City. 15.Streets, sidewalks and alleys must be kept clean of construction material and debris. 16. "Clean-up" requires returning work area to pre -project condition or better. 17.Contractor is required to contact Public Works Division for Completion Verification Notice. (see pg. 4) T H- It C 1 T V O F COFFELL a UTILITY RELOCATION IN RIGHT-OF-WAY OR EASEMENT COMPLETION VERIFICATION NOTICE Page 4of4 Contact City of Coppell Public Works Division at 972462-5155 to schedule an inspection with Utility & Streets personnel to verify that your project has been completed to City of Coppell specifications. Failure to schedule verification inspection may delay future projects. Franchise Utility Name Spectrum Project Location 1 Applicant's Work Order # (if applicable) 1434297 615 E State Hwy 121 Sub -contractor Company Name Ventura 24 hr.Contact Number 214-991-5948 Date of Verification Appointment Time of Verification Appointment INFORMATION BELOW TO BE COMPLETED BY CITY OF COPPELL PUBLIC WORKS PERSONNEL 4 -Inspected by of Utilities Maintenance Division on and found to be acceptable 1 not acceptable because Follow-up needed? C` Yes C Na Follow-up scheduled for ❖Inspected by of Streets Maintenance Division on and found to be acceptable I not acceptable because Follow-up needed? C Yes C No Follow -tip scheduled for A copy of this completed notice can be provided to the address or e-mailed by using the button below: City of Coppell Engineering Dept. 255 Parkway Blvd., Coppell TX 75019 Office: 972-304-3679 Fax: 972-344-3570 Submit by E-mail I I Print Form CAPITALOGIX TRADING 615 E STATE HWY 121 COPPELL, TX VICINITY MAP 40 0>1 PROJECT 1OCATID11 6REST HILL OR 50 4� G tjm► GENERAL PROJECT NOTES 1. ALL CONSTRUCTION WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE ORDINANCES AND REGULATIONS OF THE MUNICIPALITY IN WHICH THE WORK IS TO BE PERFORMED. 2. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS AND MAY NOT BE ALL INCLUSIVE. UTILITY LOCATIONS ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH PARTICULAR UTILITY. THE CONSTRUCTION CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL LINE LOCATES IN THE FIELD AND THE PROTECTION OF ALL EXISTING FACILITIES WHETHER SHOWN OR NOT. THE CONSTRUCTION CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO ANY EXISTING FACILITY DAMAGED AS A DIRECT RESULT OF THE CONSTRUCTION ACTIVITIES WHETHER THE FACILITY IS SHOWN ON THE DRAWINGS OR NOT. 3. THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL DEPARTMENTS WITHIN THE MUNICIPALITY AND THE UTILITY COMPANIES AT LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK. CALL BEFORE YOU DIG 811 IT'S THE LAW 4. IT SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO. A) PREVENT DAMAGE TO PRIVATE AND PUBLIC PROPERTY. B) RESTORE ALL AREAS EFFECTED BY THE CONSTRUCTION TO ORIGINAL OR BETTER CONDITION. 5. BARRICADING AND TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR AND SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". TRAFFIC FLOW AND ACCESS SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK ON THE PROJECT. THE WORK SITE SHALL BE SUITABLY LIT AND BARRICADED AT NIGHT. 6. THE CONSTRUCTION CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS GOVERNING EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL PROVIDE ALL TRENCH SAFETY SYSTEMS THAT COMPLY WITH ALL LAWS GOVERNING EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO EXCAVATION. 7. ALL CONCRETE USED IN ANY ROADWAY SHALL BE IN COMPLIANCE WITH THE SPECIFIED CLASSES OF CONCRETE IN THE STANDARD SPECIFICATIONS 5.8 "PORTLAND CEMENT CONCRETE PAVEMENT" AND 7.4.5 "QUALITY OF CONCRETE" AS AMENDED BY THE ADDENDUM TO THE NORTH CENTRAL TEXAS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 2004. ALL OTHER CONCRETE SHALL BE CLASS A CONCRETE. 8. ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT CLEARANCES BY THE USE OF BAR CHAINS OR OTHER APPROVED SUPPORT. 9. ALL CONDUIT MUST BE PLACED WITH A MINIMUM 42" OF COVER, UNLESS OTHERWISE SPECIFIED. 10. ALL BACKFILLING WILL BE MECHANICALLY TAMPED IN LIFTS TO A DENSITY OF 95% PROCTOR. THE REQUIRED DENSITY WILL BE OBTAINED BY USING TAMPERS, RAMMERS OR ROLLING EQUIPMENT. LIFTS MAY VARY ACCORDING TO THE TYPE OF EQUIPMENT USED TO OBTAIN THE REQUIRED DENSITY. SAND AND DEBRIS FREE MATERIAL WILL BE USED FOR BACKFILL. DFWT CONTACT: DAVID HATTJN 972.670.21 13 PREPARED BY: DFW TELECOM, INC. LEGEND PROPOSED CONDUIT XX' BORE BORE UNDER CONCRETE LEASE DUCT EXISTING TWC CONDUIT �+ EXISTING CUSTOMER CONDUIT PIPi1 XX pp OVERHEAD: NEW BUILD PP XX'OH� OVERHEAD: OVERLASH TYPICAL UTILITY CROSSING EXISTING GRACE AT CL' OF PROPOSED CONDUIT •- PVMT. a 25 SF 24" MIN; SEPARATION E%. UTILITY NOTEn INP N . . . TYPICAL PAVEMENT BORE DETAIL . .ORNTWAY CONDUIT AS NOTED INP N TRENCH DETAIL NOT TO SCALE TWARNING TAPE CUSHION SAND PLACE CONDUIT(S) AS SPECIFIED PREPARED BY: D YY LF 0 DFWT CONTACT_ DAVID HATTON 472.670.2913 BACKFILL TRENCH WITH DEBRIS FREE MATERIAL TAMPED TO 98% PROCTOR 0 STA. 1+24 LINE 'A' EXTG. SPLITTER PEO 1 D"0 x 22'H 24' STAKE CAPITALOGIX TRADING A15 ESTATE HWY 121 R&R CONCRETE PVMT. a 25 SF STA. 0+00 LINE "A' EXTG. WALL BOX 12' x 24' x 24' RISE ON BLDG. W/ ,1$ GALVANIZED STEEL PIPE PROPOSED I -Z' HDPE 2 3+00 . 4 ELECTRIC AND GAS ESi%T. 0 0 0 ROW— _ _ Rr _ — — ROWe e ROAN— ROM 5' A 1 1LLEY Row- — ROAY _ — — _ — — — Raw— �,ow I � I ESTIMATED SHEET TOTALS DESCRIPTION QUANTITY I DESCRIPTION TRENCH & PLACE CONDUIT 366' PLACE FLUSH MOUNT VAULT BORE & PLACE CONDUIT 78' PLACE PEDESTAL BORE & PLACE STEEL CASING I IPLACE FLUSH DROP BUCKET PULL THROUGH EXISTING CONDUIT R & R CONCRETE SIDEWALK (SF) R & R CONCRETE PAVEMENT (SF) AERIAL: OVERLASH PLACE POWER SUPPLY PLACE WALL BOX & RISER 25 SF PLACE U—GUARD RISER OVERHEAD: NEW BUILD NORTH PROJECT: CAPITALQGIX TRADING QUANTITY ADDRESS: 615 E STATE HWY 121 CITY, STATE: CQPPELL, TX ElSHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: OF I" = 40' 1 " = 10' DID -1434297 03-22-2017 N I - 0%''y L U .J f TLu 1 sper...-trum► LEGEND SIG— PROPOSED CONDUIT XX' BORE_ Or+ BORE UNDER CONCRETE - - - - LEASE DUCT - - - - EXISTING TWC CONDUIT - - EXISTING CUSTOMER CONDUIT PP XX : s- OVERHEAD: NEW BUILD PP XX' PP PH OVERHEAD: CIVERLASH TYPICAL UTILITY CROSSING EXISnNG GRAI E- AT CL OF�-PROPOSED CONDUIT _ -- c - .. 24" MIN; SEPARATION EX. UTILITY NOTED IN P TYPICAL PAVEMENT BORE DETAIL DRIVEWAY a CONDUIT AS NOTED IN P TRENCH DETAIL NOT TO SCALE GROUND UNE _ l 23' PLACE FLUSH MOUNT VAULT 1011 IF- c n PLACE PEDESTAL _ I LE 0I t WARNING TAPE PULL THROUGH EXISTING CONDUIT BACKIFILL TRENCH CUSHION SAND PLACE WALL BOX & RISER WITH DEBRIS FREE PLACE U -GUARD RISER AERIAL: OVERLASH MATERIAL TAMPED PLACE CONDUITS TO 98% PROCTOR AS SPECIFIED PREPARED BY - D YC L 0 DFWT CONTACT: DAVID HATTON 972.670.2113 0 END PROJECT EXTG. FLUSH MOUNT VAULT 24" x 36" x 36" CAPTURE EXISTING TWC CONDUIT Y� -75' UTILITY ESMT f' x rr 422' PULL THROUGH FOREST HILL DR EXISTING TWC CONDUIT (50' R.©,W.) '6 raw f &— RDW- _ RD'H tiS's STA. 4+67 LINE 'A' x MG. FLUSH MOUNT N VAULT 24" x 36" x 36" y^s` CAPTURE EXISTING TWC y CONDUIT ESTIMATED SHEET TOTALS E)MRIPTION QUANTITY I DESCRIPTION QUANTITY TRENCH & PLACE CONDUIT 23' PLACE FLUSH MOUNT VAULT BORE & PLACE CONDUIT PLACE PEDESTAL BORE & PLACE STEEL CASING PLACE FLUSH DROP BUCKET PULL THROUGH EXISTING CONDUIT 422' PLACE POWER SUPPLY R & R CONCRETE SIDEWALK (SF) PLACE WALL BOX & RISER R & R CONCRETE PAVEMENT (SF) PLACE U -GUARD RISER AERIAL: OVERLASH OVERHEAD: NEW BUILD NORTH PROJECT. CAPITALOGIX TRADING ADDRESS: 615 ES❑TATE HWY 121 0 CITY, STATE: COPpF ELL, TX SHEET HORIZONTAL SCALE I VERTICAL SCALE JOB NUMBER: DATE: 2 OF211 1" = 40' 1'" = 1 U" DID -1434297 03-22-2017 spe trumooI.