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Spectrum-PT200131A copy of the approved permit must be on the job site at all times. CC: Applicant T H c c T Y 0 F Page 1 of 4 Public Works COFFELL Permit File Rev. 06/2012 Orig. to Project File f , 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: 1/29/2020 Applicant's Job # / Work Order # PID - 1822346 PERMIT FEE: $100.00 (No charge to Utility Companies with approved Franchise/ROW Use Agreement) Refer to the City of Coppell Ordinance No. 2001-944. Certificated Telecom Provider? Yes C No C ❑ Plans provided and approved (Erosion Control/Safety fences must be installed prior to beginning work) Project Name/Location or address Freeport Pkwy and Bethel General Contractor Gardner Telecommunications Contact# 214-690-5177 E-mail address to return permit cmorris@gardnerl00 . com Representative: Richie Bonner Franchise Telephone #: 817-205-8177 Company: E-mail address: richie . bonner@charter. com (for contact if needed/if e-mailof approved permit is desired/permit cannot be e-mailed unless complete) Utility Company Represented: C1 Oncor Electric Delivery C Atmos Energy C' Verizon C SBC/ AT&T 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 Bore 2-2" conduits for 326'. Pull new fiber thru the pipe then to existing CAN boxes. Estimated Start Date 2/ 5/ 2 0 2 0 Estimated Completion Date* 4/21/2020 * 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: C 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 Right-of-Wav Use Permit Ammlication Nee 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 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 @ 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. until3:30 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 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.) Richie Bonner 1/29/2020 Signature of Utility Company Representative Date Colby Morris Signature of Contractor Representative 1/29/2020 Date 31 January 2020 Signature of City Representative Date Comments The contractor shall submit the Completion Verification Notice form on page 4 upon completion of the work. ➢NOTE: Notify Cia 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. FR FREEPORT PKWY RD WIDENING FREEPORT PKWY AT BETHEL COPPELL, TX VICINITY MAP 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 957 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. 3 J J a W a o a W rn W W BETHEL RD ftOJECT IOCAnON z 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 957 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. TYPICAL UTILITY CROSSING OF 4c 400ISIEDGbNDU VA 24- MIN. SEPARATION T 4 IUTY 1 7 NOTED 'INP L N TYPICAL PAVEMENT BORE DETAIL CONDUIT A! NOTED IN I TRENCH DETAIL NOT TO SCALE GROUND LINE . . --77-1 WARNING TAPE r CONCRETE PAF,;,iN(, STA. 0+00 UNE A LEGEND QUANTITY DESCRIPTION QUANTITY PROPOSED CONDUIT ExisrrNr, FLUSH MOUNT 36" 36 BORE & PLACE CONDUIT 160, PLACE PEDESTAL BORE UNDER CONCRETE PLACE FLUSH DROP BUCKET LEASE DUCT x EXISTING SPECTRUM CONDUIT PLACE CONDUIT(S) EXISTING CUSTOMER CONDUIT PP XX' PP 0 0 OVERHEAD: NEW BUILD PP XX' Pp 0 0 OVERHEAD: OVERLASH TYPICAL UTILITY CROSSING OF 4c 400ISIEDGbNDU VA 24- MIN. SEPARATION T 4 IUTY 1 7 NOTED 'INP L N TYPICAL PAVEMENT BORE DETAIL CONDUIT A! NOTED IN I TRENCH DETAIL NOT TO SCALE GROUND LINE . . --77-1 WARNING TAPE r CONCRETE PAF,;,iN(, STA. 0+00 UNE A DESCRIPTION QUANTITY DESCRIPTION QUANTITY TRENCH & PLACE CONDUIT ExisrrNr, FLUSH MOUNT 36" 36 BORE & PLACE CONDUIT 160, PLACE PEDESTAL CUSHION SAND PLACE FLUSH DROP BUCKET VAULT 24" x x R & R CONCRETE SIDEWALK (SF) PLACE CONDUIT(S) a) I TO 98% PROCTOR AERIAL: OVERLASH AS SPECIFIED 0 0, GTE ML mw CS UG likR CONCRETE Ti NAC PVMT. - 40 SF 124— 1 2SS W BETHEL RD (VARIABLE' R.O.W.) 4- 5X10 BOX CULVERT --- -- UTILITY MT -� --- -------- UTILITY Lo STA. 3+26 LINE 'A' PROP. R.O.W. • EXISITNG FLUSH MOUNT VAULT 24' x 36" x 36" STA. 1+44 PLACE FLUSH MOUNT VAULT 24" x 36' x 36" W/20K RATED LID 16-W Z>16,w D -10 -SS _v- ---A-PlROP. PAAoG 30 ii PREPARED BY: DF w 0 DFWT CONTACT: DAVID HATTON 972.67011 13 ESTIMATED SHEET TOTALS DESCRIPTION QUANTITY DESCRIPTION QUANTITY TRENCH & PLACE CONDUIT BACKFILL TRENCH BORE & PLACE CONDUIT 160, PLACE PEDESTAL CUSHION SAND PLACE FLUSH DROP BUCKET WITH DEBRIS FREE MATERIAL TAMPED PLACE POWER SUPPLY R & R CONCRETE SIDEWALK (SF) PLACE CONDUIT(S) a) I TO 98% PROCTOR AERIAL: OVERLASH AS SPECIFIED PREPARED BY: DF w 0 DFWT CONTACT: DAVID HATTON 972.67011 13 ESTIMATED SHEET TOTALS DESCRIPTION QUANTITY DESCRIPTION QUANTITY TRENCH & PLACE CONDUIT 204' PLACE FLUSH MOUNT VAULT BORE & PLACE CONDUIT 160, PLACE PEDESTAL BORE & PLACE STEEL CASING PLACE FLUSH DROP BUCKET PULL THROUGH EXISTING CONDUIT PLACE POWER SUPPLY R & R CONCRETE SIDEWALK (SF) PLACE WALL BOX & RISER R & R CONCRETE PAVEMENT (SF) PLACE U -GUARD RISER AERIAL: OVERLASH I JOVERHEAD: NEW BUILD NORTH PROJECT: FR FREEPORT PKWY RD WIDENING ADDRESS: FREEPORT PKWY AT BETHEL CITY, STATE: COPPELL, TX SHEET HORIZONTAL SCALE SCALE J013 NUMBER: OF 1" = 40' I"= 10' 1822346 DATE: 01-03-2020 _ .. �4i r _ �'� gar f i 1 I ; �•: /Y �- � ,� • x , kir 114F11111OW 1417 11 .t - New UG�' Pull thru e i dig Fi ..FBF° �iF,R��rbl lF�xi'r _ ,� i _ ti;�. ---- - 4 � � �^ ! � ` •_ �, at Vwoli rn, L rt Sae — 4. f ilt J77777cm � , � �E �� 1E_�� #�'�t_it.•=t�1+El'�'- fPf�=3 � �! tK . �'i I�t �[ s-- � Ki` '� _ �' • f ILE.'r' r/�6�1 LL! o v �LAvLI ' o3 ! � i" .x,•11 - ; - - _ � + cr. - t a.,4 V ♦�+- '' � .�� i SF'rT.�`� � � '�4 moi, _ _ � k' i � ( „�•�'y ► H � • 1�� c I� ... • �� I � . � .Li,t• ti r ,�f t k � ,�..,ye �y ��'�, ,�. i' I� �F .rpH;^"'"�� - � t � � ,�. 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