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Spectrum-PT200420RIGHT-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: Applicant’s Job # / Work Order # 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? Utility Company Represented: Oncor Electric Delivery Atmos Energy Verizon SBC/ AT&T Time Warner Cable CoServ Electric/Gas Other Estimated Start Date Estimated Completion Date* * Completion requires submittal of Completion Verification Notice (see page 4) ØWas contact made with City and/or utility companies to locate existing utilities? if NO, Reason: Yes No ØIs removal of existing streets, alleys, or sidewalks necessary? Yes No if YES, project must have City inspection prior to concrete replacement CC: Applicant Public Works Permit File Orig. to Project File Page 1 of 4 Rev. 06/2012 A copy of the approved permit must be on the job site at all times. Yes No General Description of Work (In accordance with Ord. No. 2001-944): PLEASE ATTACH PLAN OF PROPOSED WORK Plans provided and approved (Erosion Control/Safety fences must be installed prior to beginning work) General Contractor Project Name/Location or address Contact # E-mail address to return permit E-mail address: Telephone #: Representative: Franchise Company: (for contact if needed/if e-mail of approved permit is desired/permit cannot be e-mailed unless complete) Right-of-Way Use Permit Application Page 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. ØAny 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 ØAttach barricade plan / 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. ØAttach 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. ØNOTE: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. Comments 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.) DateSignature of City Representative DateSignature of Contractor Representative DateSignature of Utility Company Representative 04/20/2020Scott Latta The contractor shall submit the Completion Verification Notice form on page 4 upon completion of the work. 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. 3.Proper erosion control measures must be taken. 4.Follow Texas MUTCD standards for work in traffic zones. 5.Sod is to be replaced when necessary. 6.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). 10.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. 12.Prior notice of work activity on weekends and holidays must be in writing. 13.Line locates must be performed in advance by contacting - 1 800 DIG TESS and/or the following: CITY OF COPPELL UTILITIES DIVISION coppelltx.gov/utility-operations-division 972/ 462-5155 CITY OF COPPELL ENGINEERING DEPT. 972/ 304-3679 HOMEOWNER ASSOCIATIONS 972/ 304-3678 (Planning Department) TIME WARNER CABLE FEDERAL EMERGENCY MGMT. ADMIN. 214/ 320-5455 (Mike Rasmussen)940/ 898-5138 AT&T LOCAL NETWORK TEXAS COMM. on ENVIRONMENTAL QUALITY 214/ 215-3031 (Rich Millenman)817/ 588-5800 COSERV Gas & Electric DENTON CO. LEVEE DISTRICT 940/ 321-7800 x 7624 (Greg Ward)214/ 352-5118 (Richard Hightower) EXPLORER PIPELINE Atmos Energy 918/ 493-5100 (Patrick Nwakoby)972/360-4428 (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) Page 3 of 4 Page 4 of 4 UTILITY RELOCATION IN RIGHT-OF-WAY OR EASEMENT COMPLETION VERIFICATION NOTICE 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 Project Location / Applicant's Work Order # (if applicable) Sub-contractor Company Name 24 hr.Contact Number Date of Verification Appointment Time of Verification Appointment INFORMATION BELOW TO BE COMPLETED BY CITY OF COPPELL PUBLIC WORKS PERSONNEL A copy of this completed notice can be provided to the address below or e-mailed by using the button below: City of Coppell Engineering Dept. 255 Parkway Blvd., Coppell TX 75019 Office: 972-304-3679 Fax: 972-304-3570 Follow-up needed? Follow-up scheduled for Yes No and found to be acceptable / not acceptable because of Streets Maintenance Division on F PSSI DIVERSITY 511 S ROYAL LN DIVERSITY 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 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 972.670.21 13 PREPARED BY: DFW TELECOM, INC. LEGEND UGC PROPOSED CONDUIT II XX' BORE G BORE UNDER CONCRETE _ — LEASE DUCT EXISTING SPECTRUM CONDUIT EXISTING CUSTOMER CONDUIT PP XX' PP SOH 0 OVERHEAD: NEW BUILD PPP OOH 0 OVERHEAD: OVERLASH TYPICAL UTILITY CROSSING TYPICAL PAVEMENT BORE DETAIL TRENCH DETAIL NOT TO SCALE TRENCH GROUND LINE 1 0 IIIIIIIIIIII—III 1111 111 111 111 111 I I 1 111 111 111 111 I I IIIIIIIII-1111 I 1111 111 111 111 11= 1111 111 111 111 I WARNING TAPE BACKFILL TRENCH N CUSHIONS AND WITH DEBRIS FREE MATERIAL TAMPED PLACE CONDUITS) ® TO 989 PROCTOR AS SPECIFIED — — ROW — — — — N N RCP RCP RCP ::::::::: 10"SS10"! SS l 12"W 12"W 12"W � 12"W I I CSW 96"RCP 10"SS 12"W U CSW 18"RCP — — ROW — — ROW — — — CS • CONCRETE PARKING I IF ------��^p�------ G"yam--- 6"w FIRE LANE \� oo 3' — — — — — — — — — — — — — — — — — — — — — — — �\ z CONCRETE PARKING \I \ Y IF\ \ \ a Ld 1 1 C) U • • • Z O PSSI DIVERSITY163' BORE U 511 S ROYAL LN uG- 1+00 F__ STA. 0+00 LINE 'A' LINE 'A' I I CORE DRILL �TO PROPOSED 1-2" HDPE ENTER BUILDI I I 05 0+00 0+50 1+00 EXISTING GRADE AT CL OF PROPOSED CONDUIT 00 N -05 $ CONDUIT AS NOTED IN PLAN -- -10 -15 I 150' DRAINAGE ESMT ROW-- —ROW CSW 96"RCP 96"RCP 96"RCP 10"SS 10"sS — 12"W 12"W — LINE 'A' PROPOSED 2-2" HDPE ROW — 1o"ss 10"ss 10"sS - 12"W 12"W 12"W csW S ROYAL LN (100' R.O.W.) CSW CSW UG — D 4+ I STA. 2+58 LINE 'A' 9PLACE FLUSH MOUNT . VAULT 24" x 36" x 36" I 150' DRAINAGE ESMT mi W " MIN. • 24" • STA. 2+58 LINE 'A' PLACE FLUSH MOUNT VAULT 24" x 36" x 36" IN .41 Ab 96"RCP 12"W 3 ao CV Lu Lu 2 Lu Lu Lu Z J U MIN. PREPARED BY: ESTIMATED SHEET TOTALS NORTH PROJECT: PSS I DIVERSITY DESCRIPTION QUANTITY DESCRIPTION QUANTITY DF TRENCH & PLACE CONDUIT 465' PLACE FLUSH MOUNT VAULT 1 _eth W BORE & PLACE CONDUIT 109' PLACE PEDESTAL LF D BORE & PLACE STEEL CASING PLACE FLUSH DROP BUCKET ADDRESS: 511 S ROYAL LN DIVERSITY PULL THROUGH EXISTING CONDUIT PLACE POWER SUPPLY CITY, STATE: COPPELL, TX R & R CONCRETE SIDEWALK (SF) PLACE WALL BOX & RISER R & R CONCRETE PAVEMENT (SF) PLACE U—GUARD RISER SHEET HOR1 40' 1"= 1 0' 2079802 04-09-2020IZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: pectrumooIIII, D CONTACT: = DAVID HATTON 972.670.2113 AERIAL: OVERLASH OVERHEAD: NEW BUILD p OF Q LEGEND UGC PROPOSED CONDUIT Q �II XX' BORE CONCRETE PARKING G_ BORE UNDER CONCRETE - LEASE DUCT Lu • EXISTING SPECTRUM CONDUIT > EXISTING CUSTOMER CONDUIT W O W Ppp OOH- 0 OVERHEAD: NEW BUILD- � w PP XX',,. PP i - fs OVERHEAD: OVERLASH / - - ROW - ROW U - - — - - ROW - - ROW - - ROW � - - ROW TYPICAL UTILITY CROSSING 96"RGP 96"RCP ss"RCP —96"RCP 96"RCP w U -i= S ROYAL LN cy) EX cn (100' R.O.W.) �� � OF w w Lu 9s. � W cn — 10"ss to"ss 1o"ss toss10"SS 1o"ss to"ss = � -- cn 2q 4IN w 12V 12'W 12"W 12"W 2"W 12"W 12"W w Z w J N 1 = W U LINE 'A' 96"RCP 9 "R P z QPROPOSED 2-2" HDPE I _I N \ �0' BORE 7+00 +00 9+00 \ 1-0+00 a A� 77VTA 6+00 LINE 'A'cTYPICAL PAVEMENT BORE DETAIL E FLUSH MOUNTT 24" x 36" x 36" 30 / CONCRETE PARKING CONCRETE PARKING • LLI O DRI A W o w � I U CON[ UI NTD N N 6' 8' 05 9+00 9+50 10+00 10+50 EXISTING GRADE AT CL OF PROPOSED CONDUIT CREEKVIEW DR 60' R.O.W. TRENCH DETAIL 00 N NOT TO SCALE TRENCH 30" CP GROUND LINE '� -05 4" C 12 V I=1 I I=1 I I=1 I I III=III=III=1 I I=1 11= I I I II II II I I I II II I I I I I � I I I=1 I I=1 I I III=III=III=1 I I=1 I I=1 I I — — = 1=III=111 -III-III-111-III- CONDUIT AS o NOTED IN PLAN -10 24" IIIMIN. 24" MIN. I � I I I __ - __ I SEPARATION SEPARATION WARNING TAPE I lill ::H BACKFILL TRENCH N CUSHION SAND WITH DEBRIS FREE MATERIAL TAMPED -15— PLACE 1SPLACE CONDUIT(S) ® TO 98% PROCTOR AS SPECIFIED PREPARED BY: ESTIMATED SHEET TOTALS NORTH PROJECT: PSS I DIVERSITY _eth D DESCRIPTION QUANTITY DESCRIPTION QUANTITY T TRENCH & PLACE CONDUIT 430' PLACE FLUSH MOUNT VAULT 1 W BORE & PLACE CONDUIT 70' PLACE PEDESTAL LF O BORE & PLACE STEEL CASING PLACE FLUSH DROP BUCKET ADDRESS: 511 S ROYAL LN DIVERSITY PULL THROUGH EXISTING CONDUIT PLACE POWER SUPPLY CITY, STATE: COPPELL, TX R & R CONCRETE SIDEWALK (SF) PLACE WALL BOX & RISER R & R CONCRETE PAVEMENT (SF) PLACE U -GUARD RISER SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: ectr moo. D CONTACT: " = 40' " = 1 0' 2079802 04-09-2020 DAVID HATTON 972.670.2113 AERIAL: OVERLASH OVERHEAD: NEW BUILD Q 2 OF Q 1 1 LEGEND -k10— PROPOSED CONDUIT XX' BORE BORE UNDER CONCRETE LEASE DUCT EXISTING SPECTRUM CONDUIT EXISTING CUSTOMER CONDUIT PP XX' PP 0-6660H-0 OVERHEAD: NEW BUILD PP XX' PP ,06�011-0 OVERHEAD: OVERLASH TYPICAL UTILITY CROSSING EX. TYPICAL PAVEMENT BORE DETAIL TRENCH DETAIL NOT TO SCALE GROUND LINE IIIIIIIIIIIIIII- a=11 11=1 11=1 11=1 11= 0 WARNING TAPE CUSHION SAND PLACE CONDUIT(S) AS SPECIFIED PREPARED BY: DF cr a DFWT CONTACT: DAVID HATTON 972.670.2113 BACKFILL TRENCH WITH DEBRIS FREE MATERIAL TAMPED a,- TO 98% PROCTOR N Lu Lu 2 T) Lu Lu V) 1 Lu Z I Rte— ,0 ss ROW — 10 ss S ROYAL LN/ 1p"ss / ---- ,z g6 RG (100' 10"SS 10"SS 1z"W — 12"W 12"W 0 96"RCP 96"RCP ( PROPOSED 2-2" HDPE 2 U � 11+000 5Q J L � CONCRETE PARKING ESTIMATED SHEET TOTALS DESCRIPTION QUANTITY DESCRIPTION QUANTITY TRENCH & PLACE CONDUIT 197' PLACE FLUSH MOUNT VAULT BORE & PLACE CONDUIT PLACE PEDESTAL BORE & PLACE STEEL CASING PLACE FLUSH DROP BUCKET PULL THROUGH EXISTING CONDUIT 251' 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 1p ig STA. 12+71 END LINE EXISTING FLUSH MOUNT VAULT 24" x 36" x 36" CAPTURE EXISTING TWC - ,p"ss /I / —10"SS — — / 12"W g6"RGP / K"" 000♦ 00 �� —12"W / / — ♦♦♦ / 100 000000♦ — X96"RCP / � ♦ 00 � //♦ 00 I CONCR� CONCRETE PARKING PROJECT: PSSI DIVERSITY ADDRESS: 511 S ROYAL LN DIVERSITY CITY, STATE: C O P P E L L, TX HORIZONTAL SCALE I VERTICAL SCALE 1"=40' IfY�i� JOB NUMBER: DATE: 2079802 1 04-09-2020 05 00 -05 -10 -15 STA. 12+71 END LINE 'A' spectr moo, LEGEND -UGC PROPOSED CONDUIT XX' BORE BORE UNDER CONCRETE LEASE DUCT EXISTING SPECTRUM CONDUIT EXISTING CUSTOMER CONDUIT PP XX' PP J0 OH -0 OVERHEAD: NEW BUILD PP XX' PP J06�01H-7 OVERHEAD: OVERLASH TYPICAL UTILITY CROSSING TYPICAL PAVEMENT BORE DETAIL TRENCH DETAIL NOT TO SCALE TRENCH GROUND LINE 0 r� WARNING TAPE BACKFILL TRENCH CUSHION SAND WITH DEBRIS FREE MATERIAL TAMPED PLACE CONDUIT(S) TO 98% PROCTOR AS SPECIFIED RO►y- _ _ ^1 S ROYAL LN (100' R.O.W.) -R- --ROW-- ROW - - - - w- -���� _ ' N 750' PULL THROUGH I EXISTING SPECTRUM CONDUIT FFCONCRETE PARKING CONCRETE PARKING PREPARED BY: ESTIMATED SHEET TOTALS NORTH PROJECT: PSS I DIVERSITY Dr DESCRIPTION QUANTITY DESCRIPTION QUANTITY T TRENCH & PLACE CONDUIT PLACE FLUSH MOUNT VAULT W BORE & PLACE CONDUIT PLACE PEDESTAL LS O BORE & PLACE STEEL CASING PLACE FLUSH DROP BUCKET ADDRESS: 511 S ROYAL LN DIVERSITY PULL THROUGH EXISTING CONDUIT 467' PLACE POWER SUPPLY CITY, STATE: COPPELL, TX S ectrumoilo, R & R CONCRETE SIDEWALK (SF) I PLACE WALL BOX & RISER R & R CONCRETE PAVEMENT (SF) PLACE U -GUARD RISER SHEET p HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: DFWTAVI CONTACT: 4 OF 8 1" = 40 �" = 10� 2079802 04-09-2020 DAVID HATTON 972.670.2113 AERIAL: OVERLASH OVERHEAD: NEW BUILD LEGEND UGC PROPOSED CONDUIT XX' BORE • UG-- BORE UNDER CONCRETE LEASE DUCT — — — EXISTING SPECTRUM CONDUIT — — — — — EXISTING CUSTOMER CONDUIT PP XXI PP 0 0 OVERHEAD: NEW BUILD PP XX' PP 0--"66OH--O OVERHEAD: OVERLASH TYPICAL UTILITY CROSSING TYPICAL PAVEMENT BORE DETAIL TRENCH DETAIL NOT TO SCALE TRENCH GROUND LINE 1 — �� 0 M WARNING TAPE .s BACKFILL TRENCH I CUSHION SAND WITH DEBRIS FREE MATERIAL TAMPED PLACE CONDUIT(S) ;�. TO 98% PROCTOR AS SPECIFIED --�—ROW ROW -- ROW S ROYAL LN (100' R.O.W.) - - — - - - - ---- PREPARED BY: ESTIMATED SHEET TOTALS NORTH PROJECT: PSSI DIVERSITY qO DESCRIPTION QUANTITY DESCRIPTION QUANTITY TRENCH & PLACE CONDUIT PLACE FLUSH MOUNT VAULT BORE & PLACE CONDUIT PLACE PEDESTAL M BORE & PLACE STEEL CASING PLACE FLUSH DROP BUCKET ADDRESS: 511 S ROYAL LN DIVERSITY PULL THROUGH EXISTING CONDUIT 480' PLACE POWER SUPPLY CITY, STATE: COPPELL, TX R & R CONCRETE SIDEWALK (SF) PLACE WALL BOX & RISER R & R CONCRETE PAVEMENT (SF) PLACE U -GUARD RISER [ SHEET p HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: ectrumooli, D DAVID CONTACT: C OF 8 = 40 � " = 10 2079802 04-09-2020 DAVID HATTON 972.670.2113 AERIAL: OVERLASH OVERHEAD: NEW BUILD LEGEND UG— PROPOSED CONDUIT XX' BORE • UG-- BORE UNDER CONCRETE LEASE DUCT EXISTING SPECTRUM CONDUIT EXISTING CUSTOMER CONDUIT PP XX' PP jor 0 OVERHEAD: NEW BUILD PP XX' PP 0 OH O OVERHEAD: OVERLASH TYPICAL UTILITY CROSSING TYPICAL PAVEMENT BORE DETAIL TRENCH DETAIL NOT TO SCALE TRENCH GROUND LINE 111=111=111— -1 I EI I I I I=I I I=I I 0 M WARNING TAPE BACKFILL TRENCH CUSHION SAND WITH DEBRIS FREE MATERIAL TAMPED PLACE CONDUIT(S) ® TO 98% PROCTOR AS SPECIFIED S ROYAL LN (100' R.O.W.) PREPARED BY: ESTIMATED SHEET TOTALS NORTH PROJECT: PSS I DIVERSITY D DESCRIPTION QUANTITY DESCRIPTION QUANTITY F TRENCH & PLACE CONDUIT PLACE FLUSH MOUNT VAULT W BORE & PLACE CONDUIT PLACE PEDESTAL L� O BORE & PLACE STEEL CASING PLACE FLUSH DROP BUCKET ADDRESS: 511 S ROYAL LN DIVERSITY PULL THROUGH EXISTING CONDUIT 441' PLACE POWER SUPPLY CITY, STATE: COPPELL, TX R & R CONCRETE SIDEWALK (SF) PLACE WALL BOX & RISER 2079802 04- ectr R & R CONCRETE PAVEMENT SF PLACE U—GUARD RISER SHEET Q HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: D CONTACT: ( ) L H ' _ O' 09-2020 DAVID D HATTON 972.670.2113 AERIAL: OVERLASH OVERHEAD: NEW BUILD L OF � " = 40� " `; LEGEND UGC PROPOSED CONDUIT XX' BORE G BORE UNDER CONCRETE _ — — LEASE DUCT EXISTING SPECTRUM CONDUIT EXISTING CUSTOMER CONDUIT PP XX' PP £_ 0 OVERHEAD: NEW BUILD PP XX' PP 06- 0 OVERHEAD: OVERLASH TYPICAL UTILITY CROSSING TYPICAL PAVEMENT BORE DETAIL TRENCH DETAIL NOT TO SCALE TRENCH GROUND LINE 0 M WARNING TAPE BACKFILL TRENCH a CUSHION SAND WITH DEBRIS FREE MATERIAL TAMPED PLACE CONDUIT(S) ® TO 98% PROCTOR AS SPECIFIED PREPARED BY: DF W LF a DFWT CONTACT: DAVID HATTON 972.670.2113 ESTIMATED SHEET TOTALS DESCRIPTION QUANTITY DESCRIPTION QUANTITY TRENCH & PLACE CONDUIT PLACE FLUSH MOUNT VAULT BORE & PLACE CONDUIT PLACE PEDESTAL BORE & PLACE STEEL CASING PLACE FLUSH DROP BUCKET PULL THROUGH EXISTING CONDUIT 434' 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: PSSI DIVERSITY ADDRESS: 511 S ROYAL LN DIVERSITY CITY, STATE: COPPELL, TX SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: 7 of 8 1" = 40' 1"= 10' 2079802 DATE: 04-09-2020 spectrum► LEGEND UGC PROPOSED CONDUIT �II XX: BORE G BORE UNDER CONCRETE _ — — LEASE DUCT EXISTING SPECTRUM CONDUIT EXISTING CUSTOMER CONDUIT PP XX' PP 0---"-Ohr 0 OVERHEAD: NEW BUILD PP XX' PP 0-6W -OH -0 OVERHEAD: OVERLASH TYPICAL UTILITY CROSSING TYPICAL PAVEMENT BORE DETAIL TRENCH DETAIL NOT TO SCALE TRENCH GROUND LINE 1 0 M WARNING TAPE BACKFILL TRENCH N CUSHION SAND WITH DEBRIS FREE I MATERIAL TAMPED PLACE CONDUIT(S) ® TO 989 PROCTOR AS SPECIFIED PREPARED BY: DF W LF a DFWT CONTACT: DAVID HATTON 972.670.2113 S ROYAL LN (100' R.O.W.) /- 12 1 o"Ss 10"ss � 1z"W - 12"W — 1055 — �12"W � „SS — �12"W STA. 1p 27"RCP �1 /12 X"RCP � 1p /12� X27 27 „RCP — /1055 / 27"90 / — ROW µCP / ESTIMATED SHEET TOTALS DESCRIPTION QUANTITY DESCRIPTION QUANTITY TRENCH & PLACE CONDUIT 176' PLACE FLUSH MOUNT VAULT BORE & PLACE CONDUIT PLACE PEDESTAL BORE & PLACE STEEL CASING PLACE FLUSH DROP BUCKET PULL THROUGH EXISTING CONDUIT 161' 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 STA. 22+34 LINE 'B' EXISTING FLUSH MOUNT VAULT 24" x 36" x 36" VAULT #1 NORTH PROJECT: PSSI DIVERSITY ADDRESS: 511 S ROYAL LN DIVERSITY CITY, STATE: C O P P E L L, TX SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: 8 of 8 1" = 40' 1 " = 10' 2079802 ( PROPOSED 2-2" 1 o"ss 12"W 12"W 1+76 END LINE 'B' O DATE: 04-09-2020 bpectrum000.