Loading...
Spectrum-PT170320A copy of the approved permit must be on the job site at all times. CC: Applicant T N c C r T- To• Page 1 of 4 Public Works COFFELL Rev. 06/2012 Permit File Orig. to Project File r I s ° RIGHT-OF-WAY USE PERMIT APPLICATION Pernua valid for 90 calendar days from deae 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: 3-16-17 Applicant's Job # / Work Order # .... l4 s PERMIT FEE: $100.00 (No charge to Utility Companies with approved FranchiselROW Use Agreement) Refer to the City of Coppell Ordinance No. 2001-944. Certificated Telecom Provider? Yes f0 No C ❑ Plans provided and approved (Erosion C'ontrollSofety fences must be installed prior to beginning work) Project Name/Location or address Vintage car wash 750 S Macarthur Blvd General Contractor GTI Contact# 972-329-9933 E-mail address to return permit mike@gardnerl 0 0. com Utility Company Represented: C Oncor Electric Delivery C' Atmos Energy (- Verizon C SBC/ AT&T f: Time Warner Cable f CoSery Electric/Gas f' Other General Description of Work (in accordance with Ord. No. 2001-944): PLEASE ATTACH PLAN OF PROPOSED tifiVORK 362` of new underground for new service Estimated Start Date 3 - 2 8 - 17 Estimated Completion Date* 4 - 2 s -17 * Completion requires submittal of Completion Verification Notice (see page 4) Was contact made with City and/or utility companies to locate existing utilities? if NO, Reason: (e Yes C, No YIs removal of existing streets, alleys, or sidewalks necessary? C Yes C No if YES, project must have City inspection prior to concrete replacement Right-of-Wav Use Permit Avolication Paee 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(s) affected must t 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 street/alley must be reported prior to closing to the following: Police Department (a 972-304-3600 Fire Department @ 972-3043512 Street Department (0 972-462-5150 Engineering Department @ 972-304-3679 rAttach barricade plan 1 trench safety plan if a lane or street closure is required. NOTE: Street closures are allowed from 9:00 a.m. until 3:30 p.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 engineerC&cop,pelltx.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 3-16-17 Signature of Utility Company Representative Date Mike Hulvey Signature of Contractor Representative �Cr3��L Signature of City Representative Comments 3-16-17 Date 20 March 2017 Date Pothole 24" water line and 20" S5 farce main crossing prior to beginning construction. Call Coppell Public Works at 972-462-5155 to coordinate. ➢ N©TE: Notify QU Inspector at 972-344-3679 prior to beginning work and prior to backfill for concrete, trench, ditch and opera pit inspections. Backfill must meet all construction standards approved by the City o, f 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 H i - G l T V b F Page 3 of 4 COPPELL UTILITY RELOCATION CHECKLIST FOR WORK WITHIN CITY OF COPPELL RIGHTS-OF-WAY OR EASEMENT Listed below are minimum requirements for utility relocation projects: ZA 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. &Proper erosion control measures must be taken. (.Follow Texas MUTCD standards for work in traffic zones,. 5.Sod is to be replaced when necessary. b.Irrigation repairs must be performed in a timely manner. 7.17ollow 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 Densities may be required in trench lines (ASTM). .1QLCare and repair of street signage is the responsibility of the contractor. JLNo work is to be done in collector roadways before 9;00 a.m. or after 3.00 p.m. Prior notice of work activity on weekends and holidays must be in writing. D,Line locates must be performed in advance by contacting -1 800 DIG TESS and/or the following: CITY OF COPPELL UTILI'T`IES DIVISION cop eelltx,p-oy/utility-operations-divisio 9721452-5155 CITY OF COPPELL ENGINEERING DEPT. 972/ 304-3679 HOMEOWNER ASSOCIATIONS 972/ 304-3+678 (Planning Department) TIME WARNER CABLE FEDERAL EMERGENCY MGMT. ADMIN. 2141 320-5455 (Mike Rasmussen) 940/ 898-5138 AT&T LOCAL NETWORK TEXAS COMM.. on ENVIRONMENTAL QUALITY 2141215-3031 (Rich Millenman) 8171 588-5800 COSERV Gas & Electric DENTON CO. LEVEE DISTRICT 9401 321-7800 x 7624 (Greg Ward) 2141 352-5118 (Richard Hightower) EXPLORER PIPELINE Atmos Energy 918/ 493-5100 (Patrick Nwakoby) 972/360-4428 (Gary Dickinson) ONCOR Electric Delivery 97213238917 (Larry Redick) VERIZON COMMUNICATIONS 1800 DIG TESS for lime 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 14 I - C 1 T T • o 11 COFFELL UTILITY RELOCATION IN RIGIIT-O&WAY OR EASEMENT COMPLETION VERIFICATION NOTICE Page 4 of 4 Contact City of Coppell Public Works Division at 972-462-5155 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 / Trc Project Location 1 Applicant's Work Order # (if applicable) 1432145 724 S Macurthur Blvd 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 -rep needed? C Yes C No Follow -rip scheduled for 4 -Inspected by of Streets Maintenance Division: on and found to be acceptable / not acceptable because Fallow -up needed? C res f No Follow-up 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 TX 75419 Office: 972-304-3679 Fax: 972-304-3570 Submit by I Print Forms VINTAGE CAR WASH 750 S MACARTHUR BLVD COPPELL, TX VICINITY MAP Rr�.RC �sF gR F PROJECT V LOCATION E BELT UNE RD tJfTl► 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 DIC 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. DW CONTACT: DAVID HATTON 972.670-2113 PREPARED BY: DFW TELECOM, INC. LEGEND —uc— PROPOSED CONDUIT XX' BORE_ •� ��� BORE UNDER CONCRETE — — — LEASE DUCT �- _ EXISTING TWC CONDUFT EXISTING CUSTOMER CONDUIT Pp PoII OVERHEAD: NEW BUILD PP XX' PP �OFi+J.T OVERHEAD: OVERLASH TYPICAL UTILITY CROSSING EXISTING- GRACE AT CL OF PROPOSED CONDUIT - - 24" -MIN: SEPARATION EX. UTILTT"F NOTED IN Pu N - - TYPICAL PAVEMENT BORE DETAIL PT DI D. DkVEIMAY CONgUIT AS NOTED IN P N TRENCH DETAIL N07 TO SCALE TRENCH GROUND LINE _ n WARNING TAPE BACKFILL TRENCH T CUSHION SAND WITH DEBRIS FREE MATERIAL TAMPED PLACE CONDUITS) TO 98% PROCTOR AS SPECIFIED CONCR�E � f � p�kJkc �` IC f / z I -. SEGIN PROJECT AT BEGIN PROJECT AT EXISTING PED 05 00 a5 EXISTING PED J (Bp Cys }tea Aft l/f 8�►' / STA. 1+35 / /• !'t_ 1+ �' • PLACE CAN PEDESTAL 18" STAKE 4 ' f O x 22'H wf Il7 s7�' �`8Tr 8 c ~--_�r �. ORE JY �� � -4 PROPOSED � ry r r i lb— VINTAGE # f # VINTAG€ CAR WASH 720 S MACARTHUR BLVD 1 e, _# O # z I � `ti, d STA- 3+62 + # # I OPS PLACE WALL BOX ## ## 4 #&S 12" x 24" x 24" # • \, RISE ON SLOG, W/ O'BI'T' GALVANIZED STEEL PIPE +00 2+50 R&R CONCRETE _ -- PVMT. - 25 SF . - .. .EXISTING GRADE AT CL MACARTHUR BLVD OF PROPOSED CONDUIT - -- VARIABLE R.O.W.. . . .. . BIH. 24 wA 20"SS. - CONDUIT AS—/- . . . . . NOTED IN PLAN 24" - SEPARATION 1.5 24" MIN. SEPARATION CONDUIT AS - 24" MIN. NOTED IN PLAN SEPARATION - - - -- - - - - - - - . ` SPARED BY: D D W �L WT CONTACT: %VID HATTON 972.670-2113 ESTIMATED SHEET TOTALS DESCRIPTION QUANTITY DESCRIPTION QUANTITY TRENCH & PLACE CONDUIT M. PLACE FLUSH MOUNT VAULT PR OSED 2-7' HDPE ; PULL THROUGH EXISTING CONDUIT PLACE POWER SUPPLY If s J r r p i � d C4) h 1r, irrr STA. 1+35 PLACE CATV PEDESTAL 9D" RDUND X 22"H Wf Y IB" STAKE (Bp Cys }tea Aft l/f 8�►' / STA. 1+35 / /• !'t_ 1+ �' • PLACE CAN PEDESTAL 18" STAKE 4 ' f O x 22'H wf Il7 s7�' �`8Tr 8 c ~--_�r �. ORE JY �� � -4 PROPOSED � ry r r i lb— VINTAGE # f # VINTAG€ CAR WASH 720 S MACARTHUR BLVD 1 e, _# O # z I � `ti, d STA- 3+62 + # # I OPS PLACE WALL BOX ## ## 4 #&S 12" x 24" x 24" # • \, RISE ON SLOG, W/ O'BI'T' GALVANIZED STEEL PIPE +00 2+50 R&R CONCRETE _ -- PVMT. - 25 SF . - .. .EXISTING GRADE AT CL MACARTHUR BLVD OF PROPOSED CONDUIT - -- VARIABLE R.O.W.. . . .. . BIH. 24 wA 20"SS. - CONDUIT AS—/- . . . . . NOTED IN PLAN 24" - SEPARATION 1.5 24" MIN. SEPARATION CONDUIT AS - 24" MIN. NOTED IN PLAN SEPARATION - - - -- - - - - - - - . ` SPARED BY: D D W �L WT CONTACT: %VID HATTON 972.670-2113 ESTIMATED SHEET TOTALS DESCRIPTION QUANTITY DESCRIPTION QUANTITY TRENCH & PLACE CONDUIT M. PLACE FLUSH MOUNT VAULT BORE & PLACE CONDUIT 294' PLACE PEDESTAL I BORE & PLACE STEEL CASING PLACE FLUSH DROP BUCKET PULL THROUGH EXISTING CONDUIT PLACE POWER SUPPLY R & R CONCRETE SIDEWALK (SF) 25' 1 PLACE WALL BOX & RISER 1 R & R CONCRETE PAVEMENT (SF) I PLACE U -GUARD RISER 1 AERIAL: OVERLASH I JOVERHEAD: NEW BUILD NORTH PROJECT: VINTAGE CAR WASH AS 11 ADDRESS: 720 S*,,pMACARTHUR BLV CITY, STATE: CVF PELL, Tx SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: OF I" = 40' 1 " = 10' 1432145 03-14-2017 ec um►