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Level 3-PT161026A copy of the approved permit must be on the job site at all times. CC: Applicant t ~c _, e r • - o Page 1 of 4 Public Works COFPELL Permit File Rev. t76/20i2 Orig. to Project File RIGHT-OF-WAY USE PERMIT APPLICATION Permit valid for 90 calendar days fi•orn date of approval Submit permit application to the Engineering Dept., Town Center, 255 Parkway Blvd. ore -mail to engineer@coppelltx.gov (see button below) Date of Submittal: 10/21/16 Applicant's Job # / Work Order # Lv33s5 PERMIT FEE: $100.00 (No charge to Utility Companies with approvers FranchiselROW Use Agreement) Refer to the City of Coppell Ordinance No, 2001-944. Certificated Telecom Provider? Yes (a No C, ❑ Plans provided and approved (Erosion ControllSafety fences must be installed prior to beginning work) Project Name/Location or address 445 S. Royal Ln. General Contractor Texstar Enterprises E-mail address to return permit jberka@gxtltd. cam Contact# Eric McColl 972-672-2229 Representative: Tom Marvel Franchise Telephone#: 27.4-551-9266 Company: E-mail address: tummy. marvel@level3 . com (for contact if needed/if e-mailof approved permit is desiredlpermit cannot be e-mailed unless complete) Utility Company Represented: C" Oncor Electric Delivery C Time Warner Cable C' Atmos Energy C Verizon C SBC/ AT&T (` 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 199'of 1-1.25°" ID. Place 1- 30" x48" x36" HH. Trench 11' to customer conduit. Place fiber cable into building equipment room. Construction crosses SB lane of Royal Ln. Bore north on west ROW of Royal Ln. Estimated Start Date 10 / 31 / 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, Reason Texstar will secure locates upon permitting C Yes (a- 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 Rieht-of Wav Use Permit Application Pane 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. 9Any excavation requiring closing of a street/alley must be reported prior to closing to the following: Police Department Q 972-304-3600 Fire Department @ 972-304-3512 Street Department @ 972-462-5150 Engineering Department a 972-304-3679 ➢Attach barricade plan 1 trench safety plan if a lane or street closure is required. NOTE: Street closures are allowed from 9:00 a.m. until3:3+0 p.m. ONLY unless otherwise approved by City Engineer. >Attach Work order (franchise only) anchor 7 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 engineertacoppellix.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.) 3o-"' 10/21/16 Signature of Utility Company Representative Date Awk !'%2� Signature of Contractor Representative S'cet�La�i 10%21/16 Date 26 October 2016 Signature of City Representative Date Comments ),',NOTE: Notify Gy Ins ector 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. t w rt G i T Y • o r• Page 3 of 4 COPPELL V 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. 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. .Densities may be required in trench lines (ASTM). 1 O.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 - 1800 DIG TESS and/or the following: CITY OF COPPELL UTILITIES DIVISION coppelltx.gov/utility-operation—s- 'vision 972/462-5155 CITY OF COPPELL ENGINEERING DEPT. 9'121304-3679 HOMEOWNER ASSOCIATIONS 972/ 304-3678 (Planning Department) TIME WARNER CABLE FEDERAL EMERGENCY MGMT. ADMIN. 214/ 320-5455 (Mike Rasmussen) 4441 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 1800 DIG TESS for line locates 972/ 318-5277 (344 -8377) 14.Contatninants 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~i - c 1 x v,—O Ie COPPELL -M 1R 1 UTILITY RELOCATION IN RIGHT -OF -'WAY OR EASEMENT COMPLETION VERIFICATION NOTICE Page 4 of 4 Contact City of Coppell Public Works Division at 972-462-5155 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 Level 3 Communications Project Location / Applicant's 'Work Order # (ir applicablc)'X33 S5 445 S. Royal Ln. Sub -contractor Company Name Texstar Enterprises 24 hr.Contact Number Eric McCall 972-672-2229 Date of Verification Appointment Time of Verification Appointment INFORMATION BELOW TO BE COMPLETED BY CITY OF COPPELL PUBLIC WORKS PERSONNEL •rinspected by of Utilities Maintenance Invision on and found to be acceptable 1 not acceptable because Follow-up needed? C` Yes (C' No Follow-up scheduled for ❖Inspected by of Streets Maintenance Division on and found to be acceptable I not acceptable because Follow-up needed? C' Yes C" 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 Slid., Coppell TX 75019 Office: 972-304-3679 Fax: 972-304-3570 Submit by E-mail I I Print Form LOCATIONA45 S. ROYAL LN., COPPELL, TX 75019 PROJECT NAME:SCENTSY CANDLES CLLI:CPPLTXYG SITE LOCATION MAPSCO PAGE:59 D-8 CONTACTS LEVEL(3) COMMUNICATIONS GXT, LTD PLANT MANAGER: DON HURLA 1950 N. STEMMONS FRWY. OFFICE: (214) 764-2517 SUITE 6060 CELL: (214) 770-6579 DALLAS, TX. 75207 COPPELL, TX. 75019 OSP ENGINEER: TOM MARVEL (214)551-9266 CONSTRUCTION CONTRACTOR ENGINEERING CONTRACTOR: 3 AS—BUILT GXT, LTD GREG BURK 1130 E. ARAPAHO RD., SUITE 625 (817)629-3690 RICHARDSON, TX. 75061 MIKE GARZA PROJECT ENGINEER: JOHN BERKA COPPELL, TX. 75019 OFFICE:(469 385-5163 CELL: (214) 9 9-1850 CLIENT: SCENTSY CANDLES PROPERTY MANAGEMENT: 3 AS—BUILT DUKE REALTY GREG BURK NO. DATE JENG DESIGN DRAFTING COMMENT (817)629-3690 CITY OF COPPELL MIKE GARZA 255 PARKWAY (972) 304-3879 COPPELL, TX. 75019 CONFIDENTIAUPROPRIETARY SHEET: 01 OF 09 UTILITIES: TEXAS ONE CALL SYSTEM 1-800-245-4545 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 199', ROD AND PROOF 170', PLACE 50'x1" PLENUM. PLACE 30"X48"X36" HAND HOLE. PLACE 730' OF 24ct FIBER OPTIC CABLE. j;. Know whars below. Call before you dig. 3 AS—BUILT 2 REVISION # 1 1 10/19/16 GXT/JB JG ORIGINAL NO. DATE JENG DESIGN DRAFTING COMMENT Level(3Y LEVEL 3 ENGINEER: TOM MARVEL ENGINEERING FIRM: GXT PROJECT NUMBER: 132617 LOCATION: 445 S. ROYAL LN., COPPELL, TX 75019 DRAWING NAME: 445 ROYAL LN-COPPELLTX_01-09.dwg CONFIDENTIAUPROPRIETARY SHEET: 01 OF 09 LEGEND RISER LINETYPES VAULT - EXISTING 0 — —13 — — — B — — — 13— — UG FIBER - EXISTING -•- —B -•• — -. B .. — -. 13— .—. UG FIBER - PROPOSED ❑T VAULT AERIAL FIBER - EXISTING FROM t TO 6 ATTACHMENTS POWER VAULT OWNER AERIAL FIBER - PROPOSED IQ — — STRAND - EXISTING VAULT - PROPOSED �- •- .. �. STRAND - PROPOSED Px - - - - - - CONDUIT - EXISTING FIRE HYDRANT VAULT LEVEL 3 CONDUIT - PROPOSED FROM 1DYNAMIC 6 ATTACDOWN HMENTS GROUND/BOND — INNERDUCT - EXISTING -- -- -- INNERDUCT - PROPOSED O CABLE FIBERS: FIBERS C GAS C><D AERIAL STORAGE - EXISTING W WATER STREET LIGHT T TELEPHONE E ELECTRIC NOTES: SEW SANITARY SEWER (SEW) AERIAL STORAGE - PROPOSED SD STORM DRAIN —x —x— FENCE TREE TV CABLE TV FOR USE ON PAPER SPACE (SHOWN AT 50X) `TM STEAM CA LE LENGTH: LENGTH OIL OIL 0 NOES. UNK UNKNOWN UTILITY R/W RIGHT OF WAY WING WALL 0' EOP EDGE OF PAVEMENT OWNER ID0 FOR USE ON PAPER SPACE (SHOWN AT 50X) SYMBOL DESCRIPTION DVEL(3) ASW ASPHALT SIDEWALK HH - POLE ANCHOR DOWN GUY -EXISTING / INNER DUCT QTY: INNERDUCTS HH BIP BLACK IRON PIPE HANDHOLE BSP BLACK STEEL PIPE OWNER CSW CONCRETE SIDEWALK MISC. UTILITY HH - POLE ANCHOR/DOWN GUY - PROPOSED NOTES: Ell EDP EDGE OF PAVEMENT 'ONDUIT OWNER: LEi•'EL(3i HANDHOLE UTILITY POLE -EXISTING PROPOSED DOWN GUY ON EXISTING ANCHOR LEVEL(3) EOTW EDGE OF TRAVEL WAY FOC FACE OF CURB MH - MH HDPE HIGH DENSITY POLYETHYLENE MANHOLE OWNER HH HANDHOLE DUCT QTY: INNERDUCTS MH - JB JUNCTION BOX t,.IH MH MANHOLE INNER DUCT TYPE: TYPE MANHOLE SIZE LEVEL(3) MP MILE POST LOCATION HANDHOLE — EXISTING PB- O/S OFFSET STRAND CALLOUT — EXISTING PB PVC POLY VINYL CHLORIDE STRAND LENGTH: LENGTH OWNERPULLBOX OWNER RGS RIGID GALVANIZED STEEL CONDUIT PB - ROW RIGHT OF WAY LOCATION HANDHOLE -PROPOSED PULLBOX STA. STATION STRAND CALLOUT - PROPOSED LEVEL(3) LEGEND RISER VAULT- VAULT - EXISTING IPOLE NO N A POLE ATTACHMENT CALLOUT - EXISTING ❑D I UTILITYt 101-0.1USE DYNAMIC PULL DOWN TO SELECT TELEPHONE VAULT FROM t TO 6 ATTACHMENTS POWER VAULT OWNER CATCH BASIN INLET VAULT- VAULT - PROPOSED N NAA 1 POLE ATTACHMENT CALLOUT - PROPOSED u UTI::-:Ylr O TO SELECT FIRE HYDRANT VAULT LEVEL 3 FROM 1DYNAMIC 6 ATTACDOWN HMENTS GROUND/BOND 0' O CABLE FIBERS: FIBERS CABLE SPAN CALLOUT - EXISTING C><D AERIAL STORAGE - EXISTING CABLE OWNER: LEVEL(3) FOR USE ON PAPER SPACE (SHOWN AT 50X) STREET LIGHT CABLE LENGTH: LENGTH 0' NOTES: AERIAL STORAGE - PROPOSED �tBLE FIBERS: FIBERS CABLE SPAN CALLOUT - PROPOSED TREE V CABLE OWNER: LEVEL(3" FOR USE ON PAPER SPACE (SHOWN AT 50X) CA LE LENGTH: LENGTH OVAULT/BUILDING STORAGE - EXISTING NOES. CULVERT WING WALL 0' VAULT/BUILDING STORAGE - PROPOSED CONDUIT OWNER: LEVEL(3) O CONDUIT LENGTH: LENGTH CONDUIT CALLOUT -EXISTING CONDUIT QTY: CONDUITS FOR USE ON PAPER SPACE (SHOWN AT 50X) CONDUIT SIZE: SIZE WITH OR WITHOUT INNER DUCT INFO CONDUIT TYPE: TYPE BRIDGE POLE ANCHOR DOWN GUY -EXISTING / INNER DUCT QTY: INNERDUCTS INNER DUCT SIZE: SIZE INNER DUCT TYPE: TYPE MISC. UTILITY -C POLE ANCHOR/DOWN GUY - PROPOSED NOTES: 'ONDUIT OWNER: LEi•'EL(3i UTILITY POLE -EXISTING PROPOSED DOWN GUY ON EXISTING ANCHOR CONDUIT LENGTH: LENGTI CONDUIT CALLOUT -PROPOSED CONDUIT QTY: CONDUITSCONDUIT FOR USE ON PAPER SPACE (SHOWN AT 50X) SIZE: SIZE WITH OR WITHOUT INNER DUCT INFO 4o:"vOUIT: Y E: r=PE POLE - PROPOSEDINNER. DUCT QTY: INNERDUCTS FDP TERMINATION - EXISTING INNER DUCT SIZE: SIZE NAME INNER DUCT TYPE: TYPE SIZE NOT ES: LOCATION HANDHOLE — EXISTING =1 TERMINATION — PROPOSEDO STRAND TYPE: TYPE STRAND CALLOUT — EXISTING NAME STRAND LENGTH: LENGTH FOR USE ON PAPER SPACE (SHOWN AT 50X) SIZE NOTES: LOCATION HANDHOLE -PROPOSED h� STRAND „PE: 1'PE �J STRAND CALLOUT - PROPOSED BUILDING CALLOUT - PROPOSED STRAND LENGTH: LENGTH FOR USE ON PAPER SPACE (SHOWN AT 50X) NAME NCTES: STREET H MANHOLE - EXISTING MANUFACTURER SPLICE POINT - EXISTING NAME ►-a MANHOLE - PROPOSED MANUFACTURER SPLICE POINT - PROPOSED NAME IN: 0 SEQUENTIAL CALLOUT 3 AS-BUI #F OUT: 0 - 2 RDASIOt PULLBOX - EXISTING iD/ts/,e GXi/J8 JG ORIGIN/ N. #� IN. 0 TAIL: 0 SEQUENTIAL IN TAIL CALLOUT - ,4 . Know what's below. DATE ENG DESIGN DRAFTING COMMEI Cali before you dig. Level�� PULLBOX - PROPOSED#� TAIL: 0 SEQUENTIAL TAIL OUT CALLOUT CO N N O N I C A T I0 NS LEVEL 3 ENGINEER: TOM MARVEL OUT: 01 ENGINEERING FIRM: GXT DALLAS COUNTY 445 S. ROYAL LN., COPPELL, TX. 75019 STA 1+99 END DIR. BORE 3' O/S RT BOC 4" SPLIT WYE PULL THRU EXIST. STA 3+09 AT FACE OF BUILDING EXISTING PULL BOX BEG. RISER UP TO CEILING STA 3+22 AT FIRST FLOOR CEILING END RISER R/L CHANGE STA 3+72 AT DATA ROOM BEG. RISER DOWN STA 3+80 END RISER END PULL THRU EXISTING BEGIN 1-1" PLENUM STA 4+30 END 1-1" PLENUM LEAVE 100' SLACK COIL FOR FIBER ROUTE TERMINATION Page Rate Card CONSTRUCTION NOTES 1D Unit Code & Description Units Estimated Actual Quantity Quantity UGB-30140 - Place 1 - HDPE conduit in open trench up to 2" FT 11 UGB-30530 - Directional Bore up to 1500': 1 HDPE conduit up to 2" FT 199 UGB-30820 - Rod & Proof Existing Conduit FT 99 UGB-30830 - Place Locate Wire in Existing Conduit FT 199 UGB-30850 - Place One - 1" HDPE in existing conduit FT 99 UGB-30940 - Intercept Conduit: WYE Cast 4" FT 1 UGB-30960 - Place up to 288 count FOC in conduit up to 1500' FT 509 UGB-30020 - Trench up to 1500': Trench 48" minimum cover FF 11 UGB-31270 - Place New - 30"x48"06" - Non -concrete Manhole Handhole EACH 1 Page Rate Card CONSTRUCTION NOTES 1D Unit Code & Description Units Estimated Actual Quantity Quantity ISP -40150 - Risers and Runs: Place 1" Plenum innerduct EACH 50 ISP -40230 - Risers and Runs: Place conduit up to 2" FT 71 ISP -40660 - Place Fiber Cable in innerduct FT 221 ISP -40680 - Rod & Proof Existing Conduit(including install pull roe FT 71 Total Material Rate Card CONSTRUCTION NOTES 1D Unit Code& Description Units Estimated Actual Quantity Quantity MAT -90060 - Conduit: 1" HDPE SDR -11 FT 11 MAT -90070 - Conduit: 1 1/4" HDPE SDR -11 FT 199 MAT -90370 - Conduit: WYE Cast 4" EACH 1 MAT -90680 - Innerduct: 1" Plenum FF 50 MAT -91760 - L5-20 Receptacle EACH 2 MAT -91850 - 5-20R Duplex Outlet EACH 1 MAT -91970 - Mule Tae - 18001b 3/8' wide FT 430 MAT -91990 - Locate wire #10 AWG - solid copper with insulated jacket FT 199 MAT -92020 - Sod SQ 20 0 JW [11 E-- wUJ Elf >z WO O O8 EXIST CUSTOMER PULLBOX SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION rj SEE SHEET 7 FOR SITE PHOTOGRAPHS. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION 4 SEE SHEET 7 FOR SITE PHOTOGRAPHS. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION 3 SEE SHEET 7 FOR SITE PHOTOGRAPHS. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION 2 SEE SHEET 7 FOR SITE PHOTOGRAPHS. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. SEE SHEET 7 FOR SITE PHOTOGRAPHS. ': _`_, ._ KnowCalI be ore you. 0811 before you dig. C+.�F7e CONSTRUCTION NOTES 1D EXIST. LEVEL(3) MH. Og CONDUIT OWNER: CUSTOME LEVEL 3 ENGINEER: TOM MARVEL PROP. SPLICE POINT PROJECT NUMBER: 132617 CONDUIT LENGTH: 50' PLACE 100' SLACK COIL CONDUIT QTY: 1 CONDUIT SIZE: 4" CONDUIT OWNER: LDIEL(3) CONDUIT TYPE: HDPE CONDUIT LENGTH: 199' INNER DUCT QTY: 1 CONDUT OT : 1 INNER DUCT SIZE: 1" CONDUIT SIZE: 1.25' INNER DUCT TYPE: HDPE CONDUIT TYPE: HDPE NOTES: PLACE 1-1" HDPE NOTES: DR. BORF. INDT. IN EXIST. 4" CUSTOMER OWNED 3 CABLE FIBERS: 24 CONDUIT. RISER DOWN 8' CABLE OWNER: LEV-L1131, CABLE LENGTH: 399' CONDUIT 0WNEP.: LEVEL' 3) ; NOTF S: PLACE CuNOUI_ LENGTH: 50 THRU CO"JDU':-IS. CONDUITQTY:I INCL. 20T SLACK C,011:- CO" DUI" SIZE: ABLE FIBERS: 24 COM DLIIT TYPE: P: ENU'VI 4 CABLE > OWNER: LEVEL(3) `TOTES: RACE 1" CABLE LENGTH: 100' FLENUP,i NOTES: PLACE LE,IEL(3) 30"X --X36" HH. 11 _ CABLE FIBERS: 24 CABLE OWNER: LE'v', \( PLACE 100' SLACK COIL CABLE LENGTH: 331' CONDUIT OWNER:LEVrY31) NO�VS: PLACE CARL CO? D€ € LENGTH: 11' H: CONDUIT. CONDUH OTY: I INCL. 100' SLACK COIL r :::z::I- CONDU: SIZE:1 AND 21 OF RISERS. CONOUiT TYPE: HDPE NOTES: TRENCH & PLACE. 12 LEAVE 100' SLACK COIL 6O EXPOSE AND INTERCEPT FOR FIBER ROUTE TERMINATION. EXIST. 4" CUSTOMER OWNED CONDUIT. PLACE 4" SPLIT WYE. OCONDUIT OWNER: CUSTOMER CONDUIT LENGTH: 99' 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" HDPE INDT. IN EXIST. 4" CUSTOMER OWNED CONDUIT. RISER UP TO CEILING 13'. O8 EXIST CUSTOMER PULLBOX SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION rj SEE SHEET 7 FOR SITE PHOTOGRAPHS. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION 4 SEE SHEET 7 FOR SITE PHOTOGRAPHS. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION 3 SEE SHEET 7 FOR SITE PHOTOGRAPHS. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION 2 SEE SHEET 7 FOR SITE PHOTOGRAPHS. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. SEE SHEET 7 FOR SITE PHOTOGRAPHS. ': _`_, ._ KnowCalI be ore you. 0811 before you dig. C+.�F7e AS—BUILT REVISION # 1 10/19/16 GXr/JB JG ORIGINAL LN.. DATE ENG DESIGN DRAFTING COMMENT Lave' 3y \` C ON M U N I C AT IO NS LEVEL 3 ENGINEER: TOM MARVEL ENGINEERING FIRM: GXT PROJECT NUMBER: 132617 LOCATION: 445 S. ROYAL LN., COPPELL, TX 75019 0 10' 20' 30' 40' 50' SCALE: 1"=50' SHEET: 04 OF 09 1 PROFILE PROFILE CROSSING S. ROYAL LN. WEST SIDE OF S. ROYAL LN. LOOKING SOUTH LOOKING WEST SCALE: SCALE., HOR: 1�50' HOR: 1'=50' VER 1 VER: 1'_10' MW RW _0011 -Jo W >03 U.1 (D LU (D >CO w� z z DO0 C) 00 x Ud _j 01- z Ld CO 0. LU O ("I a) O O CD F- (1) U) cf) ri) 540 540 540 540 ... .. . ...... . ....... ............. . .............. .......... ......... . ....................... f_...EXj5..T ........... ..... . ............. .... .......... ..... .... j ...................... . ...................... .................. .................................. .................... ... ................... .............. ............ ... ................... . . ........ ........................................... ............ . . . ................ . .......... ............. ................... GRADE ............ . .. . ... .................. ............. ............ ............. ................ ................. 530 ROYAL LN,' 530 530 530 ...................................................... ................... . . . .......... 'E(29') OF HDPE EM ............ ........................ .. ........................................... . ...................... ................. ............................ .. . .... ................ FIBER OPTIC CABLE & B OGA TRACER WIRE DIR. B 520 i 520 520 1-1.25" HOPE E/W 520 FIBER OPTIC CABLE & .. . .......... .......... ................... . ....... . ............ ...........................................i...._....... .. ....... ....................... i 10GA TRACER WIRE . .. .. ....... ........................ ......... .. .. ................... . .. . . ........... . . . .............. ................. ......... .. . . . .......................................... .......................... . ...................... . ..................... . .. ................................. . . . ................ . ................................................. ............. ............. 510 .......... .. .. . ..... .. . ......... . .................... 510 ............ 510 .. ...... ........ .. . .. . . .... ... ... .. . .... .. ............. ? ..... ........ 510 ............ 500 ........................._..............j........_... Soo ..........._i...................... Soo . . .......... ................................... . ....... ... ............................ . . . . .......... . .. . . .......... . - ................ ........................... . ................. . ......... . ........... —H Soo 3 AS -BUILT 2 REVISION # 1 1 10/19/16 GXT/JB JG ORIGINAL No. DATE JENG DESIGN I DRAFTING I COMMENT Know whars below. Call before you dig. Level (3y COMM U NICATIO NS LEVEL 3 ENGINEER: TOM MARVEL ENGINEERING FIRM: GXT PROJECT NUMBER: 132617 LOCATION: 445 S. ROYAL LN., COPPELL, TX 75019 DRAWING NAME: 445 ROYAL LN-COPPELL TX-01-09.dwg CONFIDENTIALIPROPRIETARY SHEET: 04A OF 02j 6 IIN{— I EXISTING GRADE 12" 36" MIN. DEPTH WARNINGTAPE BACKFILL - 8' LAYERS EXISTING GRADE 4" DACKFILL - COMPACTED O 90z HDPE DUCT CLEAN BACK FILL O �— BACKFILL -COMPACTED EARTH O BOX TYPICAL DETAIL TRENCH IN SOIL (NON TRAFFIC AREAS) EXISTING POLE UNLESS OTHERWISE NOTED 12' MAX''( ON DRAWINGS. FlBER CABLE ROUTE STEEL CONDUIT CONDUN SEAL UP POLE 10 END BELL 4' RCC •UTILITY VAULT' COIL CABLE IN EACH PULIBOX 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 TYPICALS TYPICAL DETAIL - B DIRECTIONAL BORE UNDER ROAD / HIGHWAY / INTERSTATE 'NATIONAL STRAND' 5/16' MESSENGER WIRE or as Specined in Conlsme6on Plans 'METAL PRODUCTS LASHING' �18 GUAGE STAINLESS STEEL LASHING FIBER CNH,4 LB' MAXIMUM TYPICAL DETAIL - F LASHING y POLE POLE MESSENGER WIRE CONNECTION TO POLE MESSENGER WIRE FIBER CABLE FIBER CABLE AND CONNECTION TO POLE MESSENGER WIRE FIBER CABLE ARD & (4) 7 1/2' HOOKS MESSENGER WIRE DDA2TIE LOGO TYPICAL DETAIL - G CORNER/DEAD END POLE DOWNGUY EXISTING GRADE 1/2 (131 X 4 [102] PUL AOT W/ 11/4 [6] CIXfER PN (2 PUCE) 3/6-7 X 4 [102] LONG S.S. NIX HEAD AUGER BOLT 2 PLACES � ii_-'t•�\i.•' 13/8 [161 SS W/(4) 24' CABLE RACKS RAT WASHER 2 PLACES Know. whaPs belOW. & (4) 7 1/2' HOOKS 15/8 [161 THRU HOLE W/ 11 1/4 DDA2TIE LOGO [32] X 1/2 [131 DEEP C%M (2 PULES) PLACE SPLIT PVC BRANCH WYE 24 [ 4A 1/2 UFI 4P 14 3/4 [121] KIN 2 UCH ED SPD RESISTANT SURFACE NS -M TYPICAL DETAIL - C .250 H—STIRP mg QUAZITE 30X48X36 ASSEMBLY t. „ H_SReP Go TO PLACE CAP ON W/(4) 24' CABLE RACKS OPEN WYE ONCE EXISTING FIBER Know. whaPs belOW. & (4) 7 1/2' HOOKS TYPICAL DETAIL - # PG3048Z987EV2 PLACE SPLIT PVC BRANCH WYE E/W H—STRIP PLAN VIEW EXISTING INDTS. 24•� EXISTING FIBER OPTIC CABLE TO BE 12' REMOVED IN PHASE 8 PROPOSED FIBER OPTIC CABLE PROPOSED SPARE INNERDUCT TO BE SPLICED TO REMAINING INNERDUCT PROPOSED FIBER ONCE EXISTING FIBER OPTIC CABLE OPTIC CABLE IS REMOVED IN PHASE II. ISOMETRIC VIEW PROPOSED INDT. TOBE SPLICED TO SPARE [NOT. .250 H—STIRP mg NOTE t. „ H_SReP Go TO PLACE CAP ON OPEN WYE ONCE EXISTING FIBER Know. whaPs belOW. OPTIC CABLE HAS BEEN REMOVED Call before you dig. WA SELF ALKNNG, S.S. EZ -NIT SPACING FOR CHANNELIZING DEVICES A — PLASTIC DRUMS ON MERGING TAPER AT 30' C—C WITH CHEVRON SIGNS AT 60' C—C AND TYPE "C" WARNING LIGHT (FOR OVERNIGHT CLOSURE). B — PLASTIC DRUMS ON DOWN STREAM TAPER AT 35' C—C. C — PLASTIC DRUMS ON RADII AT 5' C—C. D — PLASTIC DRUMS ON TANGENT ® 35' C—C WITH VERTICAL PANEL AT 70' C—C AND TYPE "C" WARNING LIGHT (FOR OVERNIGHT CLOSURE). E — PLASTIC DRUMS IN FRONTOF CONSTRUCTION ZONE AT 20' C—C WITH VERTICAL PANEL AT 40' C—C AND TYPE "A" WARNING LIGHT (FOR OVERNIGHT CLOSURE). F — CONCRETE TRAFFIC BARRIER (C.T.B.) OR LOW PROFILE CONCRETE TRAFFIC BARRIER (L.P.C.T.B.) WITH REFLECTORS AT 10' C—C IF PAVEMENT DROP IS MORE THAN TWELVE INCHES (12") OR MORE. 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. DALLAS COUNTY 445 S. ROYAL LN., COPPELL, TX. 75019 TYPICAL TRAFFIC CONTROL TRAFFIC NOTES CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS M.U.T.C.D., MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL PLATES ANCHORED PROPERLY DURING NON—WORKING HOUR AND OPEN LANES FOR NORMAL TRAFFIC FLOW. ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE REFLEC— TORIZED OR ILLUMINATED. CONTRACTOR SHALL MAINTAIN LOCAL DRIVEWAY ACCESS TO RESIDENTAL AND COMMERICAL PROPERTIES ADJACENT TO WORK AREA AT ALL TIMES. IF PAVEMENT DROP IS MORE THAN TWELVE INCHES (12") OR MORE. I t RIGHT UTIIITY 1 LANE WORK CLOSED AD CW21-7D CW4-2R AH>:30 48"x48" 36"X36" END240' 100' 50' WORK— G20-2a /0 R K 170' 300' 240' 240' 240' ROAD WORK TAPER BUFFER AREA BUFFER TAPER G20 -2a 48" X 24" o ° o 0 ❑Q ❑ Q El❑ °--��®-o-�� - S.ROYALLN. Q (40 MPH) Q FLASHING ARROW SIGN o� <AlaiEAD ITY RK TRAFFIC CONTROL PLAN SHOULDER WORK CW21-7D 48"X48" LONGITUDINAL BUFFER SPACE SPEED (MPH) LENGTH (METERS) LENGTH (FEET) SUGGESTED MAXIMUM SPACING OF CHANNELIZING DEVICES POSTED EFORMULA SPEED 20 11 35 25 17 55 30 26 85 35 36 120 4D 51 170 45 66 220 50 84 280 55 101 335 60 125 415 65 146 485 70 178 585 75 219 720 MERGING TAPER LENGTHS AND SPACING OF DEVICES VERRCAL PANELS O fi0' C -C FLASHERS 0 30' C—C DRUMS ,, POSTED SIGN O 30' C—C • SPEED SPACINGS o (MPH) (FEET) 30 OR TYPICAL LESS 120' DRUM PLACEMENT Know. whars below. 35 z60, `�` 4 00 Call before you dig. 40 45 320' -) (T TO M 50 100' Cm r0 i�O a0 55 500'1 600, ' xs vmx awxn Mnx Daws rmx Dau fi5 700' amaw saN vcm c�u rMxa �NcvaaooxH saN vonr�ii. u¢ xxprt wo/ax rv¢wAx 7OI B00' xN%FSP6D 19MMAY wAaxaw uans Aac onwxA< aur uusr ec usm ouanc wax xouas f: u wx) 0 10' 20' 30' 40' 50' MINIMUM DESIRABLE TAPER LENGTHS SUGGESTED MAXIMUM SPACING OF CHANNELIZING DEVICES POSTED EFORMULA SPEED 10' OFFSET 11' OFFSET 12' OFFSET ON A TAPER TNO4NGA ENT 30 35 -.: L = ,A,S2 60 150 165' 180' 30' 60' - 15' 205' 205' 245' 35 70' - 90' 265' 295' mO 40' 80' - 1DO 45 50 L = WS 450' 495' 'WI 45' 90' - 110' 500' 550' 600' 1' 100' - 105' 55 60 550' 605 660' S5' 110' - 140' 600' 660' 700' 60' 120' - 150' 65 70 650 715' 780' 65' 130' - 165' 700' 770 840' 70' 140' - 175' 75 750' 805 900' 1 75' 150' VERRCAL PANELS O fi0' C -C FLASHERS 0 30' C—C DRUMS ,, POSTED SIGN O 30' C—C • SPEED SPACINGS o (MPH) (FEET) 30 OR TYPICAL LESS 120' DRUM PLACEMENT Know. whars below. 35 z60, `�` 4 00 Call before you dig. 40 45 320' -) (T TO M 50 100' Cm r0 i�O a0 55 500'1 600, ' xs vmx awxn Mnx Daws rmx Dau fi5 700' amaw saN vcm c�u rMxa �NcvaaooxH saN vonr�ii. u¢ xxprt wo/ax rv¢wAx 7OI B00' xN%FSP6D 19MMAY wAaxaw uans Aac onwxA< aur uusr ec usm ouanc wax xouas f: u wx) 0 10' 20' 30' 40' 50'