Loading...
Level 3-PT161026 (2)A copy of the approved permit must be on the job site at all times. CC: Applicant r .M c t Y o{ Page 1 of 4 Public 'Works COPPED Permit File Rev. 0612012 Orig. to Project File RICHT-OF,-WAY USE PERMIT APPLICATION Permit valid for 90 calendar days fr�orn 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: 10/21/16 Applicant's Job # / Work Order # 113316 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 1e No C" 0 Plans provided and approved (Erosion Con trollSafety fences must be installed prior to beginning work) Project Name/Location or address 1075 S. Belt:1 ine Rd, General Contractor Texstar Enterprises E-mail address to return permit jberka@gxtltd. corn Contact# Eric McCall 972-672-2229 Representative: Tom Marvel. Franchise Telephone#: 214-551-9266 Company: E-mail address: tummy. marvel@ level3 . com (for contact if neededlif e-mail of approved permit is desiredlpermit cannot be e-mailed unless complete) Utility Company Represented: C, Oncor Electric Delivery C Time Warmer Cable C' Atmos Energy C Verizon C SSC/ AT&T C CoSery Electric/Gas C Other Level 3 Communications General Description of Work (in accordance with Ord. No.2001-944): PLEASE ATTACH PLAN OF PROPOSED WORK Bore 225' of 1-1.25 HDPE conduit to building conduit Install fiber cableto building telephone room. Estimated Start Date 1®131 / 16 Estimated Completion Date` 12/02/16 * 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, Reasori:Texstar will secure locates upon permitting f Yes C+ No FIs removal of existing streets, alleys, or sidewalks necessary? C Yes 1: No if YES, project must have City inspection prior to concrete replacement Richt-of-Wav Use Permit Auplieation Pate 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 roust 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. 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 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.) 10/21/16 Signature of Utility Company Representative Date <: � W / 1� C' 10/21/16 Signature of Contractor Representative Date 26 October 2016 Signature of City Representative Date Comments NOTE. Notify GV Inmector 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 rause 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 _14 9 - c I T V- v_ Pr Page 3 of 4 COPPELL A11 A x y UTILITY RELOCATION CHECKLIST FOR WORK WITHIN CITY OF COPPELL RIGHTS-OF-WAY OR EASEMENTS Listed below are minimum requirements for utility relocation projects: LA 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. G.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). IO.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. 13.1-ine locates must be performed in advance by contacting - 1 804 DIG TESS and/or the following: CITY OF COPPELL UTILITIES DIVISION coppelltx.govlutility-operations-division 9721462-5155 CITY OF COPPELL ENGINEERING DEPT. 972/ 304-3679 HOMEOWNER ASSOCIATIONS 9721304-3678 (Planning Department) TIME WARNER CABLE FEDERAL EMERGENCY MGMT. ADMIN. 2141320-5455 (Mike Rasmussen) 9401 898-5138 AT&T LOCAL NETWORK 2141215-3031 (Rich Millenman) COSERV Gas & Electric 9401321-7800 x 7624 (Greg Ward) EXPLORER PIPELINE Atmos Energy 9181493-5100 (Patrick Nwakoby) ONCOR Electric Delivery 9721323-8917 (Larry Redick) VERIZON COMMUNICATIONS 9721 318-5277 TEXAS COMM. on ENVIRONMENTAL QUALITY 8171588-580{/ DENTON CO. LEVEE DISTRICT 2141 352-5118 (Richard Hightower) 9721360-4428 (Gary Dickinson) 1 800 DIG TESS,for line locates (344-837 7) 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 E- C I T Y- a F COFFELL UTILITY RELOCATION IN RIGHT-OF-WAY OR EASEMENT COMPLETION VERIFICATION NOTICE Page 4 of 4 Contact City of Coppell Public Works Division at 972-462-51.55 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 Level 3 Communications Project Location / Applicant's 'Work Order # (if applicable) LV33 86 1075 S. Beltline Rd, Sub -contractor Company Name Texstar Enterprises 24 hr.Contact Number Eric McColl 972-672-2229 Date of Verification Appointment Time of Verification Appointment INFORMATION BELOW TO BE COMPLETED BY CITY OF COPPELL PUBLIC WORDS PERSONNEL ❖.Inspected by of Utilities Maintenance Division on and found to be acceptable / not acceptable because Follow-up needed? C` Yes {` No •:Inspected by Follow-up scheduled for of Streets Maintenance Division on and found to be acceptable / not acceptable because Follow-up needed? r Yes (' No Follow-up scheduled for 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 Submit by E• -mail Print Form LOCATION: 1075 S. BELTLINE RD., COPPELL, PROJECT NAME: QT CLLI: CPPLTXYG TX 75019 SITE LOCATION MAPSCO PAGE: 74 B - 3 CONTACTS LEVEL( COMMUNICATIONS PLANT MMANAGER: DON HURLA 1950 N. STEMMONS FRWY. OFFICE: (214) 764-2517 SUITE 6060 CELL: (214) 770-6579 DALLAS, TX. 75207 OSP ENGINEER: TOM MARVEL (214)551-9266 � '--�•�� - Coppell 1 i } —x 1 I I 1075 S. BELTLINE RD. e O Dallas 1 $; COPPEL , TX 7501! P m ;Aininirll PROJECT ILOCATION t 1 I — N n r t n L a k e ; i tl I --- ------- SITE LOCATION MAPSCO PAGE: 74 B - 3 CONTACTS LEVEL( COMMUNICATIONS PLANT MMANAGER: DON HURLA 1950 N. STEMMONS FRWY. OFFICE: (214) 764-2517 SUITE 6060 CELL: (214) 770-6579 DALLAS, TX. 75207 OSP ENGINEER: TOM MARVEL (214)551-9266 CONSTRUCTION CONTRACTOR: ENGINEERING CONTRACTOR: GXT, LTD 1130 E. ARAPAHO RD., SUITE 625 RICHARDSON, TX. 75081 PROJECT ENGINEER: JOHN BERKA OFFICE:(469 385-5163 CELL:(214)9 9-1850 CLIENT: QT PROPERTY MANAGEMENT: CITY OF COPPELL MIKE GARZA 255 PARKWAY (972) 304-3879 COPPELL, TX. 75019 UTILITIES: TEXAS ONE CALL SYSTEM 1-800-245-4545 SITE INDEX 01 - COVER SHEET/SITE LOCATION 02 - LEGEND & SYMBOLS 03 - GENERAL NOTES 04 - CONSTRUCTION PLANS 05 - TYPICAL CONSTRUCTION DETAILS 06 - FIBER ROUTE SCHEMATIC 07 - SITE PHOTOGRAPHS 08 - TRAFFIC CONTROL PLAN 09 - RATE CARD TABLE SCOPE OF WORK: BORE AND TRENCH 228' OF 1-1.25" INNERDUCT. ROD AND PROOF 415' OF 4" CUSTOMER CONDUIT. PLACE 50' OF 1-1" PLENUM INNERDUCT. INSTALL 893' OF 24ct. FIBER OPTIC CABLE. 3 AS—BUILT 2 REVISION j 1 10/19/16 GXT/JB CM ORIGINAL NO. DATE ENG DESIGN DRAFTING COMMENT Level('2)° Know. whafsbelow. 0811 before you dig. '0 M N U N I[ A T I O N 4 LEVEL 3 ENGINEER: TOM MARVEL ENGINEERING FIRM: GXT PROJECT NUMBER: 132372 LOCATION: 1075 S. BELTLINE RD., COPPELL, TX 75019 CONFIDENTIAUPROPRIETARY SHEET: 01 OF 09 --B---B---B-- -B— — —B— — —B— W T E SEW SD -TV- -OIL- LINK R/W EOP SYMBOL DESCRIPTION UG FIBER - EXISTING UG FIBER - PROPOSED AERIAL FIBER - EXISTING AERIAL FIBER - PROPOSED STRAND - EXISTING STRAND - PROPOSED CONDUIT - EXISTING CONDUIT - PROPOSED INNERDUCT - EXISTING INNERDUCT - PROPOSED GAS WATER TELEPHONE ELECTRIC SANITARY SEWER (SEW) STORM DRAIN FENCE CABLE TV STEAM OIL UNKNOWN UTILITY RIGHT OF WAY EDGE OF PAVEMENT ASW ASPHALT SIDEWALK BIP BLACK IRON PIPE BSP BLACK STEEL PIPE CSW CONCRETE SIDEWALK EOP EDGE OF PAVEMENT EOTW EDGE OF TRAVEL WAY FOC FACE OF CURB HDPE HIGH DENSITY POLYETHYLENE HH HANDHOLE JB JUNCTION BOX MH MANHOLE MP MILE POST 0/S OFFSET PVC POLY VINYL CHLORIDE RGS RIGID GALVANIZED STEEL CONDUIT ROW RIGHT OF WAY STA. STATION LEGEND ❑T Eft TELEPHONE © POWER VAULT O CATCH BASIN/INLET OWNER FIRE HYDRANT IDO GROUND/BOND - HH- STREET LIGHT m TREE ID CULVERT LEVEL(3) WING WALL �:l BRIDGE O PULL HI I/A1.r11VILIVI LMLLUUI - F-AI311INU USE DYNAMIC PULL DOWN TO SELECT VAULT OWNER FROM 1 TO 6 ATTACHMENTS IDO - HH- LEVEL(3) VAULT - PROPOSED ID POLE ATTACHMENT CALLOUT - PROPOSED MISC. UTILITY UTILITY POLE - EXISTING POLE - PROPOSED HH- VHULI - LAI3III41, RH PULL HI I/A1.r11VILIVI LMLLUUI - F-AI311INU USE DYNAMIC PULL DOWN TO SELECT VAULT HANDHOLE FROM 1 TO 6 ATTACHMENTS OWNER - HH- HH ElH VAULT - PROPOSED HANDHOLE POLE ATTACHMENT CALLOUT - PROPOSED LEVEL(3) MH - USE DYNAMIC PULL DOWN TO SELECT MH MANHOLE FROM 1 TO 6 ATTACHMENTS OWNER MH- H - MH [MH MANHOLE CABLE SPAN CALLOUT - EXISTING LEVEL(3) AERIAL STORAGE - EXISTING PB - FOR USE ON PAPER SPACE (SHOWN AT 50X) PB PULLBOX OWNER PB - PB AERIAL STORAGE - PROPOSED PULLBOX LEVEL(3) HANDHOLE - EXISTING HANDHOLE - PROPOSED MANHOLE - EXISTING MANHOLE - PROPOSED PULLBOX - EXISTING PULLBOX - PROPOSED MULI- ❑V VHULI - LAI3III41, UTILITYI0'-0" PULL HI I/A1.r11VILIVI LMLLUUI - F-AI311INU USE DYNAMIC PULL DOWN TO SELECT VAULT FROM 1 TO 6 ATTACHMENTS OWNER VAULT- VAULT - PROPOSED POLE NO N/Al N/A POLE ATTACHMENT CALLOUT - PROPOSED 0 I UTILITY 0'-0" USE DYNAMIC PULL DOWN TO SELECT VAULT FROM 1 TO 6 ATTACHMENTS LEVEL 3 0' O CABLE FIBERS: FIBERS CABLE SPAN CALLOUT - EXISTING AERIAL STORAGE - EXISTING ER: FOR USE ON PAPER SPACE (SHOWN AT 50X) CCABLE ABLE LOEN NGTH LEVEL() 0 NOTES: QQ AERIAL STORAGE - PROPOSED OCABLE FIBERS: FIBERS CABLE SPAN CALLOUT -PROPOSED CABLE OWNER: LEVEL(3) FOR USE ON PAPER SPACE (SHOWN AT 50X) OVAULT/BUILDING CABLE LENGTHAENGTH NOTES: STORAGE - EXISTING O CONDUIT OWNER: LEVEL(3) CONDUIT CALLOUT — EXISTING O VAULT/BUILDING STORAGE - PROPOSED CONDUIT LENGTH: LENGTH CONDUIT QTY: CONDUITS FOR USE ON PAPER SPACE (SHOWN AT 50X) CONDUIT SIZE: SIZE WITH OR WITHOUT INNER DUCT INFO CONDUIT TYPE: TYPE /DOWN POLE ANCHORDOWN GUY - EXISTING INNER DUCT QTY: INNERDUCTS INNER DUCT SIZE: SIZE INNER DUCT TYPE: TYPE —� POLE ANCHOR/DOWN GUY — PROPOSED NOTES: O CONDUIT OWNER: LEVEL(3) --►� PROPOSED DOWN GUY ON EXISTING ANCHOR CONDUIT LENGTH: LENGTH CONDUIT CALLOUT - PROPOSED CONDUIT QTY: CONDUITS FOR USE ON PAPER SPACE (SHOWN AT 50X) CONDUIT SIZE: SIZE WITH OR WITHOUT INNER DUCT INFO CONDUIT TYPE: TYPE INNER DUCT QTY: INNERDUCTS FDP TERMINATION - EXISTING INNER DUCT SIZE: SIZE NAME INNER DUCT TYPE: TYPE SIZE NOTES: LOCATION =1 TERMINATION - PROPOSED O STRAND TYPE: TYPE STRAND CALLOUT - EXISTING NAME STRAND LENGTH: LENGTH FOR USE ON PAPER SPACE (SHOWN AT 50X) SIZE NOTES: LOCATION O STRAND TYPE TYPE STRAND CALLOUT - PROPOSED BUILDING BUILDING CALLOUT - PROPOSED STRAND LENGTH: LENGTH FOR USE ON PAPER SPACE (SHOWN AT 50X) NAME NOTES: STREET H MANUFACTURER SPLICE POINT - EXISTING NAME MANUFACTURER SPLICE POINT - PROPOSED NAME IN: 0 SEQUENTIAL CALLOUT 3 AS—BUILT #F OUT: O 2 REVISION # 1 1 10/19/16 GXT/JB CM ORIGINAL #F IN: 0 SEQUENTIAL IN TAIL CALLOUT NO. DATE ENG DESIGN DRAFFING COMMENT TAIL: 0 Know what's below. !��' 0811 before you dig. L���' \\ #F TAIL: 0 SEQUENTIAL TAIL OUT CALLOUT c o x x u x r c e E o x s LEVEL 3 ENGINEER: TOM MARVEL OUT: D ENGINEERING FIRM: GXT PROJECT NUMBER: 132372 LOCATION: 1075 S. BELTLINE RD., COPPELL, TX 75019 CONFIDENTIAUPROPRIETARY SHEET: 02 OF 09 LEAVE 100' SLACK COIL FOR FIBER ROUTE TERMINATION IN• 24F TAIL: r LU Ln Of — z C:) � U Page Rate Card FT 50 Unit Code &Description Units Quantity Quantity UGB-30530 — Directional Bore up to 1500': 1 HDPE conduit up to 2" FT 225 UGB-30820 — Rod & Proof Existing Conduit FT 409 UGB-30830 — Place Locate Wire in Existing Conduit FT 225 UGB-30880 — Place One — Up to 2" HDPE in existing conduit FT 409 UGB-30940 — Intercept Conduit: WYE Cast 4" FT 1 UGB-30960 — Place up to 288 count FOC in conduit, up to 1500' FT 734 ISP -40150 — Risers and Runs: Place 1" Plenum innerduct FT 50 ISP -40220 — Risers and Runs: Pull innerduct (up to 2" through existing conduit FT 9 ISP -40660 — Place Fiber Cable in innerduct FT 159 ISP -40680 — Rod & Proof Existing Conduit(including install pull roe FT 9 DALLAS COUNTY 1075 S. BELTLINE RD., COPPELL, TX. 75019 STA 1+42 R/L CHANGE — 16' O/S LT BOC PROP. BORE PIT STA 0+00 EXIST. LEVEL3) HH 16' O/S LT BOI PROP. SPLICEPOINT PLACE 100' SLACK COIL BEG. DIR. BORE TAIL: 24F OUT.. 60' 45' a� O 45' 60' Total Material Rate Card L/ CONDUIT LENGTH: 225' Unit Code & DescriptionUnits Estimated Actual Quantity Quantity MAT -90070 — Conduit: 1 1/4" HDPE SDR -11 FT 643 MAT -90370 — Conduit: WYE Cast 4" EACH 1 MAT -90680 — Innerduct: 1" Plenum FT 50 MAT -91970 — Mule Tae — 18001b 3/8" wide FT 643 MAT -91990 — Locate wire #10 AWG — solid copper with insulated jacket FT 643 CONSTRUCTION NOTES O EXIST. LEVEL(3) HH. PROP. SPLICE POINT. PLACE 100' SLACK COIL. ISYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. > SEE SHEET #7 FOR SHE PHOTOGRAPHS. I/�\ SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. 1 J SEE SHEET 17 FOR SITE PHOTOGRAPHS. 3 AS—BUILT 2 REVISION # 1 1 10/19/16 GxT/JB CM ORIGINAL NO. DATE JENG DESIGN DRAFTING COMMENT Know what's below. Levqw' %.° 0811 before you dig. \\`` 1O N N u NI C AiI0 N3 LEVEL 3 ENGINEER: TOM MARVEL —e� ENGINEERING FIRM: GXT PROJECT NUMBER: 132372 LOCATION: 1075 S. BELTLINE RD., COPPELL, TX 75019 0 10' 20' 30' 40' 50' DRAWING NAME: 1075-S-BELTLINE-RD-COPPELL-TX 1-g.dwg SCALE: 1 "=50' CONFIDENTIAUPROPRIETARY SHEET: 04 OF 09 L/ CONDUIT LENGTH: 225' CONDUIT QTY: 1 CONDUIT SIZE: 1.25" CONDUIT TYPE: HDPE NOTES: DIR. BORE. O3 EXPOSE AND INTERCEPT EXIST. 4" CUSTOMER OWNED CONDUIT. PLACE 4" SPLIT WYE. OCONDUIT OWNER: CUSTOMER CONDUIT LENGTH: 418' CONDUIT QTY: 1 CONDUIT SIZE: 4" CONDUIT TYPE: HDPE INNER DUCT QTY: 1 INNER DUCT SIZE: 1" INNER DUCT TYPE: HDPE NOTES: PLACE 1-1.25" HDPE INDT. IN EXIST. 4" CUSTOMER OWNED CONDUIT. OCONDUIT OWNER: LEVEL(3) CONDUIT LENGTH: 50' CONDUIT QTY: 1 CONDUIT SIZE: 1" CONDUIT TYPE: PLENUM NOTES: PLACE 1" PLENUM. DRIVEWAY O CABLE FIBERS: 24 ;ONCRETE) CABLE OWNER: LEVEL(3) I CABLE LENGTH:893' NOTES: PLACE CABLE THRU CONDUITS. INCL. 100' SLACK COIL. O7 LEAVE 100' SLACK COIL FOR FIBER ROUTE TERMINATION. ISYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. > SEE SHEET #7 FOR SHE PHOTOGRAPHS. I/�\ SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. 1 J SEE SHEET 17 FOR SITE PHOTOGRAPHS. 3 AS—BUILT 2 REVISION # 1 1 10/19/16 GxT/JB CM ORIGINAL NO. DATE JENG DESIGN DRAFTING COMMENT Know what's below. Levqw' %.° 0811 before you dig. \\`` 1O N N u NI C AiI0 N3 LEVEL 3 ENGINEER: TOM MARVEL —e� ENGINEERING FIRM: GXT PROJECT NUMBER: 132372 LOCATION: 1075 S. BELTLINE RD., COPPELL, TX 75019 0 10' 20' 30' 40' 50' DRAWING NAME: 1075-S-BELTLINE-RD-COPPELL-TX 1-g.dwg SCALE: 1 "=50' CONFIDENTIAUPROPRIETARY SHEET: 04 OF 09 PROFILE NORTH SIDE OF AIRLINE DR. LOOKING NORTH SCALE uOR:�=50 VER: 1�=10' 2 2 mW J � W0 i m W (D W J � � Z Q 2 u> U XW W CO J O O � H H U) 530 530 EXIST. GRAD 520 I I 1520 510 _ ORE 1421 OF 1 DIR. BORE, 1 510 1-1.25" HDPE E/W FIBER OPTIC CABLE & 10GA TRACER WIRE 5001 1 500 3 AS—BUILT 2 REVISION # 1 1 10/19/16 GXT/JB CM ORIGINAL NO. DATE JENG DESIGN DRAFTING COMMENT Know what's below. 0811 before you dig. Level( 3Y Leve' (3Y 0 N B U N TC A T I0 N3 LEVEL 3 ENGINEER: TOM MARVEL ENGINEERING FIRM: GXT PROJECT NUMBER: 132372 LOCATION: 1075 S. BELTLINE RD., COPPELL, TX 75019 DRAWING NAME: 1075-S-BELTLINE-RD-COPPELL-TX-1-9.dwg CON FIDENTIAL/PROPRIETARY SHEET: 0411 OF os 6" IN. EXISTING GRADE 12" 36" MIN. DEPTH 1 4" O WARNING TAPE BACKFILL — 8" LAYERS BACKFILL — COMPACTED 0 90% — HDPE DUCT CLEAN BACK FILL BACKFILL—COMPACTED EARTH 0 90% TYPICAL DETAIL — #A TRENCH IN SOIL (NON TRAFFIC AREAS) EXISTING POLE 1 POLE 12 MAX' UNLESS OTHERWISE NOTED POLE ON DRAWINGS. MESSENGER WIRE CONNECTION TO POLE FIBER CABLE ROUTE STEEL CONDUIT CONDUIT S- UP POLE 10' END BELL z � 4" RGC •UrILIIY VAULT CABLE IN EACH PULLBOX [COIL 6' MAX. CONDUIT AS SPECIFIED GROUT CONDUIT ENTRIES INTO PULLBOX. TYP. 12" MAX. STEEL CONDUIT WITH 48" SWEEP WITH 48" SWEEP AND APPROPRIATE TYPICAL DETAIL — E AERIAL/UNDERGROUND TRANSITION EXISTING GRADE TYPICALS ­TYPTCAr—DETAI-L — -B--- DIRECTIONAL BORE UNDER ROAD / HIGHWAY / INTERSTATE "NATIONAL STRAND" 5/16" MESSENGER WIRE or as Specified in Contsruction Plans "MErAL PRODUCTS LASHING" �18 GUAGE STAINLESS STEEL LASHING FIBER CABLE I e" MAXIMUM v I TYPICAL DETAIL — F LASHING TYPICAL DETAIL — G CORNER/DEAD END POLE DOWNGUY EXISTING GRADE 1/2 [13] X 4 [102] PULL SLOT W/ 01/4 [6] 1 POLE CUM PIN (2 PLACES) /////---- 3/8_7 X 4 [102] LONG S.S. HEX HFAO �AIIGER BOLT 2 PLACES -MESSENGER POLE WIRE CONNECTION TO POLE MESSENGER WIRE CONNECTION TO POLE FIBER CABLE FIBER CABLE AND MESSENGER WIRE TYPICAL DETAIL — G CORNER/DEAD END POLE DOWNGUY EXISTING GRADE 1/2 [13] X 4 [102] PULL SLOT W/ 01/4 [6] ju. CUM PIN (2 PLACES) /////---- 3/8_7 X 4 [102] LONG S.S. HEX HFAO �AIIGER BOLT 2 PLACES #.. FLAT WASHERS. 2 PLACES r OPEN WYE ONCE EXISTING FIBER � 05/8 [16] 1HRU HOLE W/ 01 1/4 QUAZITE LOGO [32] X 1/2 [13] DEEP C'BORE (2 PULES) 24 [I 4 PL 1/2 UFR 4 PI 913/4 [121] KIK 2 EACH END TYPICAL DETAIL — # PLACE SPLIT PVC BRANCH WYE E/W H—STRIP PLAN VIEW EXISTING IN'DTS. L 24"� EXISTING FIBER OPTIC CABLE TO BE REMOVED IN PHASE II PROPOSED FIBER OPTIC CABLE PROPOSED SPARE INNERDUCT TO BE SPLICED TO REMAINING INNERDUCT ONCE EXISTING FIBER OPTIC CABLE IS REMOVED IN PHASE If. ISOMETRIC VIEW .250 H-STIRP .35" .33" SKID RESISTANT SURFACE MS -86 TYPICAL DETAIL — C QUAZFE 3OX48X36 ASSEMBLY W/(4) 24" CABLE RACKS & (4) 7 1/2" HOOKS PG3048Z987EV2 12" j PROPOSED FIBER OPTIC CABLE PROPOSED INDT. To BE SPUCED TO SPARE INDT. g�I ju. NOTE: H—STRIP CONTRACTOR TO PLACE CAP ON OPEN WYE ONCE EXISTING FIBER Know what's below. OPTIC CABLE HAS BEEN REMOVED Cal before you dig. IHRFAD SELF AUGNING. S.S. EZ -NUT 2 REVISION # 1 1 i 10/19/16 i GXT/JB i CM ORIGINAL NO. DATE JENG DESIGNI DRAFTING I COMMENT Level(3)' COMM U NICATIWNS LEVEL 3 ENGINEER: TOM MARVEL ENGINEERING FIRM: GXT PROJECT NUMBER: 132372 LOCATION: 1075 S. BELTLINE RD., COPPELL, TX 75019 DRAWING NAME: 1075-S-BELTLINE-RD-COPPELL-TX 1-9.dwg CONFIDENTIAL/PROPRIETARY SHEET: 05 OF 09 DALLAS COUNTY 1075 BELTLINE RD., COPPELL, TX. 75019 TYPICAL TRAFFIC CONTROL SPACING FOR CHANNELIZING DEVICES TRAFFIC NOTES A - PLASTIC-DRUMS-ON-MERGWO TAPER-AT-30�C--C-"FlTH- CHEVIR I SIG dS rnnlTRa�TnR CuALI PRnVInF AND_IN$TALLTRAFFH` (nMTR(11 nFVICEC _ AT 60' C -C AND TYPE "C" WARNING LIGHT (FOR OVERNIGHT CLOSURE). IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM SUGGESTED MAXIMUM SPACING OF CHANNEUZING DEVICES TRAFFIC CONTROL DEVICES (TEXAS M.U.T.C.D., MOST RECENT EDITION B - PLASTIC DRUMS ON DOWN STREAM TAPER AT 35' C -C. WITH REVISIONS) DURING CONSTRUCTION C - PLASTIC DRUMS ON RADII AT 5' C -C. CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL PLATES 25 ANCHORED PROPERLY DURING NON -WORKING HOUR AND OPEN D - PLASTIC DRUMS ON TANGENT @ 35' C -C WITH VERTICAL PANEL LANES FOR NORMAL TRAFFIC FLOW. AT 70'C -C AND TYPE "C" WARNING LIGHT (FOR OVERNIGHT 85 CLOSUSURE). ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE REFLEC- 120 TORIZED OR ILLUMINATED. E - PLASTIC DRUMS IN FRONTOF CONSTRUCTION ZONE AT 20' C -C CONTRACTOR SHALL MAINTAIN LOCAL DRIVEWAY ACCESS TO RESIDENTAL WITH VERTICAL PANEL AT 40' C -C AND TYPE "A" WARNING LIGHT AND COMMERICAL PROPERTIES ADJACENT TO WORK AREA AT ALL TIMES. (FOR OVERNIGHT CLOSURE). IF PAVEMENT DROP IS MORE THAN TWELVE INCHES (12") OR MORE. F - CONCRETE TRAFFIC BARRIER (C.T.B.) OR LOW PROFILE CONCRETE 280 TRAFFIC BARRIER (L.P.C.T.B.) WITH REFLECTORS AT 10' C -C 101 IF PAVEMENT DROP IS MORE THAN TWELVE INCHES (12") OR MORE. 60 G - PLASTIC DRUM WITH GUARD RAIL MOUNTED. H - 28" TUBLAR MARKERS: a) 4 -LANE TO 2 -LANE UNDIVIDED ROADWAY SECTIONS AT 20' C -C. b) 4 -LANE DIVIDED ROADWAY TO ONE SIDE TWO-WAY ROAD AT 20' C -C. c) LEFT LANE, RIGHT LANE STORAGE BAYS AT 22' C -C. END240' 100' 50' ROAD WORK TAPER BUFFER WORK AREA G20 -2a 48" X 24" o� 4 UTILTPY WORK AHEAD CW21-7D 48"X48" LONGITUDINAL BUFFER SPACE SPEED (MPH) LENGTH (MEFERS) LENGTH (FEET) SUGGESTED MAXIMUM SPACING OF CHANNEUZING DEVICES POSTED SPEED FORMULA 20 11 35 25 17 55 30 26 85 35 36 120 40 51 170 45 66 220 50 84 280 55 101 335 60 125 415 65 146 485 70 17B 585 75 219 720 O MERGING TAPER LENGTHS AND SPACING OF DEVICES I RIGHT UTILITY LANE WORK CLOSED ® cwzl-7D CW4-2R 48"X48" 36"X36" 170' 300' 240' 240' 240' BUFFER TAPER TRAFFIC CONTROL PLAN SHOULDER WORK K AIRLINE DRIVE C4 _0 MPH) FLASHING ARROW SIGN VEROCAL PANELS 0 60' C -C FLASHERS ® 30' C -C DRUMS 0 30' C -C POSTED SIGN SPEED SPACINGS (MPH) (FEET) 15 30 OR TYPICAL LESS 120' DRUM PLACEMENT RETROREFLECTP/E Know what's below. RAND 40 240' (3 0811 before you dig. 45 320' � (z m s ix) 50 400' 1, 4 1(3 N) 55 500' 60 600' onuus wlrx Dxuus wrtx Dxuus wrtx onuus B. 65 70D' 70 BOO' CHLEFT RIGHT RIGHT LEFT EVRON SIGN VERTICAL PANEL CHEVRON SIGN VERTICAL PANEL NIGW ANO/OR FREEWAY HIGH -s PEED ROADWAY WARNING LIGHTS ARE OPTIONAL RUT MUST RE USED DURING DARN HOURS (2 15 MPH) 0 1W0' 20' 30' 40' 50' o� 4 END ROAD WORK G20 -2a 48" X 24" MINIMUM DESIRABLE TAPER LENGTHS SUGGESTED MAXIMUM SPACING OF CHANNEUZING DEVICES POSTED SPEED FORMULA 10' OFFSET 11' OFFSET 12' OFFSET ON A TAPER ON A TANGENT 30L 35 40 = WS 2 6U 150' 165' 180' 30' 60' - 75' 205' 205' 245' 35' 70' - 90' 265' 295' 300' 40' 80' - 100' 45 50 L = WS 450' 495' 540' 45 90' - 110' 500' 550' 600' 50' 100 - 105' 55 60 550' 605' 660' 55' 110' - 140' 600' 660' 700' 60' 120' - 150' 65 70 650' 11 715'780' 65' 130' - 65' 700' 770 840' 70' 140' - 175' 75 750 805 900 75 150' - 185' K AIRLINE DRIVE C4 _0 MPH) FLASHING ARROW SIGN VEROCAL PANELS 0 60' C -C FLASHERS ® 30' C -C DRUMS 0 30' C -C POSTED SIGN SPEED SPACINGS (MPH) (FEET) 15 30 OR TYPICAL LESS 120' DRUM PLACEMENT RETROREFLECTP/E Know what's below. RAND 40 240' (3 0811 before you dig. 45 320' � (z m s ix) 50 400' 1, 4 1(3 N) 55 500' 60 600' onuus wlrx Dxuus wrtx Dxuus wrtx onuus B. 65 70D' 70 BOO' CHLEFT RIGHT RIGHT LEFT EVRON SIGN VERTICAL PANEL CHEVRON SIGN VERTICAL PANEL NIGW ANO/OR FREEWAY HIGH -s PEED ROADWAY WARNING LIGHTS ARE OPTIONAL RUT MUST RE USED DURING DARN HOURS (2 15 MPH) 0 1W0' 20' 30' 40' 50' o� 4 END ROAD WORK G20 -2a 48" X 24"