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Spectrum-PT170322A copy of the approved permit must be on the job site at all times. CC: Applicant x H `- ` ' ' -Y 1 ° It Page 1 of 4 Public Works COFFELL Permit File Rev. 06/2012 r Orig. to Project File e4 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. at e-mail to engineer@coppelltx.gov (see button below) Date of Submittal: 3-17-17 Applicant's Job # 1 Work Order #{ 1111141 PERMIT FEE: $100.00 (No charge to Utility Companies with approved FranchisefROW Use Agreement) Refer to the City of Coppell Ordinance No. 2001-944. Certificated Telecom Provider? Yes C0 No C` ® Plans provided and approved (Erosion Control/Safety fences must be installed prior to beginning work) Project NamelLocation or address Edward D Jones 445 S Denton Tap Rd General Contractor GTI Contact#/ 972-329-9933 E-mail address to return permit mike@gardner1 D 4 . com Utility Company Represented: (- Oucor Electric Delivery C Atmos Energy f Verizon C SBC/ AT&T Ce Time Warner Cable C' CoSery Electric/Gas C` Other General Description of Work (in accordance with Ord. No. 2001-944): PLEASE ATTACH PLAN OF PROPOSED WORK 366' cif new underground for new Spectrum service Estimated Start Date 3 -z 8 - 17 Estimated Completion Date* 4 - 2 8 -17 * Completion requires submittal of Completion Verification Notice (see page 4) Was contact made ►vith City and/or utility companies to locate existing utilities? NO, Reason: if Cr Yes {- No :_Is removal of existing streets, alleys, or sidewalks necessary? C Yes Cr No if YES, projectmust have Cityinspection prior to concrete replacement Right-of-Wav Use Permit Anulicat on Pave 2 of 4 Representatives) 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(s) affected must be restored to as good condition as before the commencement of work (grading, drainage, vegetation, and erosion control). To schedule Public Works final inspection ('Page 4) call 972-462-5155. )-Any excavation requiring closing of a streetlalley must he reported prior to closing to the following: Police Department @ 972-304-3600 Fire Department @ 972-304-3512 Street Department @ 972-462-5150 Engineering Department @ 972-304-3679 :Attach barricade plan / trench safety plan if a lane or street closure is required. NOTE: Street closures are allowed from 9:00 a.m. until3:30p.m. ONLY unless otherwise approved by City Engineer. ;-Attach 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 972-462-5155 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 engineer@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 3-17-17 Signature of Utility Company representative Date Mike Hulvey Signature of Contractor Representative :r r 3--17-17 Date Signature of City Representative Date Comments 22 March 2017 ➢NOTE: Notify GV Ins ector at 972-304-3679 prior to bg innin 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, denuind 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 granter/. T H 9- e I T rarPage 3 of 4 COFFELL 1. � �.�,-. .•'T�q UTILITY RELOCATION CHECKLIST FOR WORK WITHIN CITY OF COPPELL RIGHTS-OF-WAY OR EASEMENTS Listed below are minimum requirements for utility relocation projects: 1-,A 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 them with contact names and phone numbers. 2Proper erosion control measures trust be taken. $Follow Texas MUTCD standards for work in traffic zones. BSod is to be replaced when necessary. ! Irrigation repairs must be performed in a timely manner. '7 Follow OSHA recommended trench safety at all times. 8.Repair existing utilities that are damaged, including but not limited to clean -outs, water valves, and SS manholes. 9.Densities may be required in trench lines (ASTM). 14.Care and repair of street signage is the responsibility of the contractor. 11.No work is to be done in collector roadways before 9:00 a.m. or after 3:00 p.m. MPrior notice of work activity on weekends and holidays must be in writing. Line locates must be performed in advance by contacting - 1800 DIG TESS and/or the following: CITY OF COPPELL UTILITIES DIVISION coAoelltx.gov/utiIily-gpgralions-division 972/ 462-5155 CITY OF COPPELL ENGINEERING DEPT. 972/ 344-3679 HOMEOWNER ASSOCIATIONS 9721304-3678 (Planning Department) TIME WARNER CABLE 214/ 324-5455 (Mike Rasmussen) AT&T LOCAL NETWORK 214/ 215-3031 (Rich Millenman) COSERV Gas & Electric 9401 321-7800 x 7624 (Greg Ward) EXPLORER PIPELINE 9181493-5140 (Patrick Nwakoby) ONCOR Electric Delivery 972/ 323-8917 (Larry Redick) VERIZON COMMUNICATIONS 972/ 318-5277 FEDERAL EMERGENCY MGMT. ADMIN. 940/ 898-5138 TEXAS COMM. on ENVIRONMENTAL QUALITY 8171 588-5800 DENTON CO. LEVEE DISTRICT 2141352-5118 (Richard Hightower) Atmos Energy 972/360-4428 (Gary Dickinson) 1 800 DIG TESS f©r line Iocates (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. 15. "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 --9 -- -- C I T -_ Y - O F COPPELL UTILITY RELOCATION IN RIGHT-OF-WAY OR EASEMENT COMPLETION VERIFICATION NOTICE Page 4 of 4 Contact City of Coppell. Public Works Division at 9$72462-5155 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 # (ifappticablp)1430442 445 S Denton Tap Rd 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 ❖inspected by of Utilities Maintenance Division on and found to be acceptable 1 not acceptable because Follow -rip needed? ( Yes C' No Follow-up scheduled for •3lnspected by of Streets Maintenance Division on and found to be acceptable I not acceptable because Follow -tip needed? r Yes C No Follow -tip scheduled for A copy of this completed notice can be provided to the or e-mailed by using the button below: City of Coppell Engineering Dept. 255 Parkway Blvd., Coppell TK 75019 Office: 972-304-3679 Fax: 972-304-3570 Submit I Print Form EDWARD D JONES & CO LP 445 S DENTON TAP RD COPPELL, TX VICINITY MAP VAN BE80ER OR OK6UC�M OR PROJECT LOCATION BETHEL SCHOOL RD rn 0 z A '9 N � n y um► 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 $11 IT'S THE LAIN 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 LAW'S 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. & 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 HATTON 972.670.2113 PREPARED BY: DEW TELECOM, INC. LEGEND PROPOSED CONDUIT XX' BORE +�JG BORE UNDER CONCRETE •- — - LEASE DUCT - ^ - EXISTING TWC CONDUIT EXISTING CUSTOMER CONDUIT PP XX' PP J:7 O OVERHEAD; NEW BUILD PP XX' PP J3—O H-0 OVERHEAD: OVERLASH TYPICAL UTILITY CROSSING EXISTING GRAIE OF PROPOSED AT CL CONDUIT DESCRIPTION QUANTITY TRENCH & PLACE CONDUIT 231' PLACE FLUSH MOUNT VAULT BORE & PLACE CONDUIT 135' 24" MIN. SEPARATION EX. UTILITY S DENTON PLACE FLUSH DROP BUCKET eollbblf NOTED IN PLj N PLACE POWER SUPPLY TYPICAL PAVEMENT BORE DETAIL CONDUIT AS NOTED IN P I I I I I� STA. 1+95 LINE 'A' rrr 'I PLACE SPLITTER PED 10"m x 22'H 24' STAKEk 1 1 FA 052+00 TRENCH DETAIL NOT To SCALE 00 TRENCH GROUND LINE -05 n -10 WARNING TAPE SACKFJLL TRENCH CUSHION SAND WITH DEBRIS FREE MATERIAL TAMPED PLACE CONDUIT(S) TO 98% PROCTOR AS SPECIFIED -15 PREPARED BY: v FW i Coco DFWT CONTACT: DAVID HATTON 972.570.21 13 ESTIMATED SHEET TOTALS DESCRIPTION QUANTITY DESCRIPTION QUANTITY TRENCH & PLACE CONDUIT 231' PLACE FLUSH MOUNT VAULT BORE & PLACE CONDUIT 135' PLACE PEDESTAL I BORE & PLACE STEEL CASING S DENTON PLACE FLUSH DROP BUCKET PULL THROUGH EXISTING CONDUIT PLACE POWER SUPPLY R & R CONCRETE SIDEWALK (SF) a PLACE WALL BOX & RISER I R & R CONCRETE PAVEMENT (SF) PROPOSED 1-2" HDPE AERIAL: OVERLASH RE 54"R STA. 0+00 LINE 'A' I 65"RCP PLACE WALL BOX I 12' x 24" x 24" CONCRETE PARKING i 24" MIN. RISE ON BLDG. W/ fL a GALVANIZED STEEL PIPE 1 �{ 5A EPRATION 1 EDWARD D JONES & �. CONCRETE PARKING CO LP 1 445 S DENTCN TAP RD 1 1 --- i r S l 1 052+00 TRENCH DETAIL NOT To SCALE 00 TRENCH GROUND LINE -05 n -10 WARNING TAPE SACKFJLL TRENCH CUSHION SAND WITH DEBRIS FREE MATERIAL TAMPED PLACE CONDUIT(S) TO 98% PROCTOR AS SPECIFIED -15 PREPARED BY: v FW i Coco DFWT CONTACT: DAVID HATTON 972.570.21 13 ESTIMATED SHEET TOTALS DESCRIPTION QUANTITY DESCRIPTION QUANTITY TRENCH & PLACE CONDUIT 231' PLACE FLUSH MOUNT VAULT BORE & PLACE CONDUIT 135' PLACE PEDESTAL I BORE & PLACE STEEL CASING S DENTON PLACE FLUSH DROP BUCKET PULL THROUGH EXISTING CONDUIT PLACE POWER SUPPLY R & R CONCRETE SIDEWALK (SF) a PLACE WALL BOX & RISER I R & R CONCRETE PAVEMENT (SF) PLACE U -GUARD RISER I AERIAL: OVERLASH OVERHEAD: NEW BUILD Im m i 1 l 0. 6 u M z J Q r ` GG < `I` u I V� - 95' BORE I PRC7POSED 2-2" HDPE I � 4+00 NORTH PROJECT, EDWARD D JONES & CO LP ADDRESS: 445 S DENTON TAP RD CITY, STATE: COPPELL , TX SHEET HORIZONTAL SCALE I VERTICAL SCALE .JOB NUMBER: DATE: OF 1 1" = 40' 1 .= 10, I DID -1430442 1 03-16-2017 STA. 3+66 LINE 'A' PLACE U -GUARD RISER ON EXISTING POLE spe r...-tru oo, S DENTON rAP RD a VARIABLER.O.W. LLe'w 54"R IP 65"RCP 24" MIN. 5A EPRATION `-- f -- - 16 CONDUIT A IN rlAN—/ � ------ --- 24" MIN. SEPARATION NORTH PROJECT, EDWARD D JONES & CO LP ADDRESS: 445 S DENTON TAP RD CITY, STATE: COPPELL , TX SHEET HORIZONTAL SCALE I VERTICAL SCALE .JOB NUMBER: DATE: OF 1 1" = 40' 1 .= 10, I DID -1430442 1 03-16-2017 STA. 3+66 LINE 'A' PLACE U -GUARD RISER ON EXISTING POLE spe r...-tru oo,