UPN-PT240419Locate DWU 30" water
line. Coordinate
directly with Dallas
Water Utilities
FEBRUARY 5, 2024SMPC-16258CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PERMITTINGSERVICES
VICINITYSMCRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019CONSTRUCTIONFEBRUARY 5, 2024UNDERGROUNDAERIALEXIST. UPN NETWORKPULL-THRU EXIST.TO BE PLACED BY OTHERS1PROP. SPLICE POINTPROP. HANDHOLEPROPOSEDROUTEENDPROJECTBEGINPROJECTSERVICES
CONTACT SHEET - DRAWING INDEX CONTACT AND INDEX SHEETCRAN_LEWS2_029_CT.DWGSMSM----02040LIT-SERVICES-02/05/24SERVICESDALLAS COUNTYCOPPELL, TX----------------..CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PC-16258TYP-03CITY OF COPPELLPERMIT COORDINATORDIRECTOR OF OPERATIONSPROJECT MANAGER
GENERAL NOTESCRAN_LEWS2_029_GN.DWG GENERAL NOTES SMSITE CONDITIONSTHE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. REPAIR OF ANYDAMAGED CONDUIT CONTAINING CABLE SHALL BE MADE BY USE OF PVC SPLIT DUCT. THE CONTRACTOR SHALL ENCLOSE THEEXISTING CABLES IN PVC.THE LOCATIONS OF EXISTING UTILITIES SHOWN IN THIS PLAN ARE APPROXIMATE. WHEN WORK IS TO BE CONDUCTED IN THEVICINITY OF KNOWN UTILITIES, THEIR ACTUAL LOCATION MUST BE FIELD VERIFIED TO AVOID CONFLICTS OR DAMAGE TO THOSEUTILITIES. VARIATION IN LOCATION BETWEEN "RECORDED POSITIONS" AND ACTUAL POSITIONS SHOULD BE ANTICIPATED.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. BURIED UTILITIESMAY EXIST IN THE AREA IN ADDITION TO THOSE SHOWN ON THE PLAN. THE CONTRACTOR SHALL CONTACT PROPERTY OWNERSWHEN WORKING WITHIN PRIVATE EASEMENTS FOR LOCATION OF UNDERGROUND TANKS, PIPELINES, DRAIN TILES, OR OTHERBURIED IMPROVEMENTS. THE CONTRACTOR SHALL ALSO NOTIFY THE UTILITY NOTIFICATION CENTER PRIOR TO COMMENCINGANY CONSTRUCTION ACTIVITIES.THE CONTRACTOR MUST ASSUME ALL BURIED UTILITIES ENCOUNTERED ARE ALIVE AND ACTIVE UNLESS SPECIFICALLYINSTRUCTED OTHERWISE BY OWNERS OR OPERATORS OF SAID UTILITIES.DAMAGE TO SUB-SURFACE STRUCTURES IS THE SOLE RESPONSIBILITY OF THE PLACING CONTRACTOR.THE CONTRACTOR SHALL PROTECT THE EXISTING TRAFFIC CONTROL LOOPS. IF EXISTING TRAFFIC CONTROL LOOPS AREDAMAGED DURING CONSTRUCTION, THE ENTIRE LOOP WIRE FROM TERMINAL TO TERMINAL SHALL BE REPLACED INACCORDANCE WITH GOVERNING AGENCY STANDARDS AND REGULATIONS AT CONTRACTOR'S EXPENSE.REMOVAL OF EXISTING ASPHALT PAVEMENT, CONCRETE CURBS, AND CONCRETE SIDEWALKS WILL BE "NEAT LINE" WITH SAWOR PAVEMENT CUTTER, PER REQUIREMENTS AND SPECIFICATIONS OF THE AGENCY OR DEPARTMENT RESPONSIBLE FOR EACHLOCATION. IF CONCRETE PAVEMENT IS ENCOUNTERED WHILE EXCAVATING CONDUIT TRENCHES, THE CONCRETE REMOVALWILL BE "NEAT LINE" WITH A PAVEMENT SAW.IF CONCRETE CURB RETURNS AND/OR SIDEWALKS ARE REPLACED DUE TO CONDUIT OR MANHOLE INSTALLATION, THECONTRACTOR SHALL PLACE APPROVED HANDICAPPED SIDEWALK AND CURB ACCESS RAMPS IN CONFORMANCE WITH THEAPPROPRIATE STATE STATUTES.ALL MATERIALS NECESSARY FOR THE REPAIR OF STREETS, CURBS, SIDEWALKS, SANITARY SEWERS, STORM SEWERS, AND PUBLICSERVICE UTILITIES, AND THE INSTALLATION OF SUCH MATERIALS SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS ANDSPECIFICATIONS OF THE AGENCY OR DEPARTMENT RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE REPAIREDFACILITY.ALL WORK SHALL CONFORM TO THE SPECIFICATIONS OF THE JURISDICTIONAL PERMIT AGENCY.ALL OPEN TRENCH WILL BE CLEARLY MARKED WITH BARRICADES OR CONES. STEEL PLATES OR OTHER TYPES OF BRIDGING SHALLBE PROVIDED TO COVER OPEN TRENCH IN THE TRAVEL PORTION OF THE STREETS. THESE PLATES OR BRIDGING SHALL BEADEQUATE TO SUPPORT THE NORMAL VEHICLE LOADS ANTICIPATED IN THIS AREA AND SHALL BE IN PLACE DURING ALLNON-WORKING AREAS.ALL SURFACES TO BE RESTORED TO ORIGINAL CONDITION, AND BACKFILL TO BE COMPACTED AS SPECIFIED. TRENCHEXCAVATION IN SURFACES WHICH INCLUDE CONCRETE TREATED BASE SHALL FOLLOW LOCAL AREA SPECIFICATIONS.HAZARDOUS MATERIALSTHE CONTRACTOR SHALL NOTIFY THE JURISDICTIONAL PERMIT AGENCY IMMEDIATELY IF ANY MATERIALS ARE ENCOUNTEREDTHAT ARE CONSIDERED HAZARDOUS BY THE EPA, DEQ, OR OSHA. IF POTENTIALLY HAZARDOUS MATERIALS ARE ENCOUNTEREDTHE CONTRACTOR SHALL SECURE THE SITE AND PREVENT THE ACCIDENTAL EXPOSURE BY THE PUBLIC OR THE CONTRACTOR'SPERSONNEL.THE CONTRACTOR MAY EXCAVATE UP TO, BUT SHALL NOT DISTURB KNOWN HAZARDOUS MATERIALS SUCH AS ASBESTOS, OILS,ACID, ETC. THE REMOVAL OF ALL HAZARDOUS MATERIALS MUST BE DONE BY AN APPROVED OR CERTIFIED HAZARDOUSMATERIALS CONTRACTOR LICENSED IN THE APPROPRIATE STATE.A COPY OF ALL CORRESPONDENCE PERTINENT TO THE REMOVAL OF HAZARDOUS MATERIALS SHALL BE TRANSMITTED TOOWNER AND A COPY SHALL BE AVAILABLE AT THE PROJECT OFFICE AND THE JOB SITE.AERIAL NOTES·AERIAL CONSTRUCTION TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.·ALL HEIGHTS OF CABLE PLACEMENT WILL BE RECORDED AT TIME OF CONSTRUCTION. DOCUMENT ALL POINTS OFATTACHMENT.·ALL EXTENSION ARMS TO BE PLACED WILL BE EPOXY ARMS UNLESS OTHERWISE NOTED OR APPROVED BY THE INSPECTOR.·BOND STRAND TO POWER MGN WHERE APPLICABLE. ANCHORS TO BE USED WILL BE 3/4 SCREW IN TYPE.·ALL STRAPS WILL BE PLACED 4" BEFORE AND AFTER EVERY SUPPORTING CLAMP AT A MINIMUM OF 21" APART.·P.O.A. = POINT OF ATTACHMENT.·ADD MISSING GROUNDS.·REPAIR/REPLACE EXISTING LASHING WIRE IF DAMAGED.CONSTRUCTION STAKINGIN AREAS WHERE THE CONDUIT ALIGNMENT IS NOT CLEARLY DEFINED BY CURB LINES, FENCE LINES, OR OTHER EVIDENCE OFTHE RIGHT-OF-WAY, THE ENGINEER WILL PROVIDE CENTERLINE STAKES OR PAINT MARKS WHERE REQUIRED TO MAKE THEPROPOSED CONDUIT ALIGNMENT EVIDENT.MANHOLE CENTERS WILL BE FIELD STAKED BY THE ENGINEER WHEN REQUESTED WITH OFFSET STAKES AT RIGHT ANGLES (90°)TO THE CONDUIT ALIGNMENT.CLOSURES IDENTIFIED IN THE PLANS SHALL BE LOCATED BY THE CONTRACTOR. DEVIATION FROM PLAN LAYOUT SHALL BEAPPROVED BY THE ENGINEER PRIOR TO CONDUIT AND/OR CLOSURE INSTALLATION.IF ADDITIONAL, FIELD STAKING OR LOCATION OF CONDUITS, MANHOLES, PROPERTY LINES, ETC., BECOMES NECESSARY, THECONTRACTOR IS TO NOTIFY THE INSPECTOR OR THE ENGINEER TWO WORKING DAYS PRIOR TO BEGINNING THE WORK.PERMITS - FRANCHISES - EASEMENTSPHYSICAL WORK SHALL NOT BE STARTED UNTIL THE GOVERNING AGENCY INSPECTOR AND THE CONTRACTOR ARE INPOSSESSION OF AND HAVE CAREFULLY REVIEWED AND FULLY UNDERSTAND ALL CONDITIONS AND SPECIFICATIONS SET FORTHIN THE REQUIRED PERMITS, FRANCHISES, AND/OR EASEMENTS.PLACING FOREMAN TO HAVE A COPY OF THE PERMITS/EASEMENTS ON SITE AT ALL TIMES.ANY CONFLICT BETWEEN WORK PRINT SPECIFICATIONS AND SPECIFICATIONS SET FORTH UNDER RELATED PERMITS,FRANCHISES, AND/OR EASEMENTS MUST BE CLEARED BY PROPER COMPANY AUTHORITY BEFORE PROGRESSING WITH WORKINVOLVEDTRAFFIC CONTROLTHIS PROJECT WILL INVOLVE WORKING ALONG A MAJOR ARTERIAL ROAD AND HEAVY TRAFFIC VOLUME SHOULD BEANTICIPATED.UNIFORM TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES. ONLY EQUIPMENT AND MATERIALS NECESSARY FORIMMEDIATELY SCHEDULED OR IN PROGRESS WORK WILL BE MAINTAINED IN THE WORK AREA. ALL OTHER EQUIPMENT ANDMATERIALS WILL BE "STORED OR STOCKPILED" IN SUCH A MANNER AS TO ELIMINATE HAZARDOUS CONDITIONS FOR TRAFFICOR PEDESTRIANS DURING NON-WORKING OR SHUT DOWN PERIODS.TRAFFIC WARNING DEVICES AND SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FORSTREETS AND HIGHWAYS (U.S. GOVERNMENT PRINTING OFFICE) AND TO THE STATE STANDARD SPECIFICATIONS FOR HIGHWAYCONSTRUCTION. HIGH LEVEL WARNING TYPE DEVICES ARE TO BE USED AT ALL TIMES AND SPECIAL WARNING DEVICES MAY BESTIPULATED BY THE JURISDICTIONAL PERMIT AGENCY AT ANY TIME THE USE WILL ADD TO THE SAFETY AND PROTECTION OFTRAFFIC OR PEDESTRIANS IN THE CONSTRUCTION AREA.ALL CONDUIT TRENCHING IN PAVED AREAS SHALL BE BACKFILLED WITH CRUSHED GRAVEL OR COMPLETELY COVERED AT THECOMPLETION OF EACH WORKING DAY. ANY BACKFILLED TRENCH SHALL BE CAPPED WITH A MINIMUM LAYER OF ASPHALTICCONCRETE COLD PATCH AT THE END OF EACH WORKING DAY.THE CONTRACTOR SHALL MARK THE CONDUIT TRENCH AND DEFINE HIS CONSTRUCTION AREA CLEARLY WITH BARRICADES,CONES, AND/OR OTHER VISIBLE METHODS THAT ALERT THE PUBLIC OF THE CONSTRUCTION ACTIVITY.A TRAFFIC CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AS REQUIRED AND SUBMITTED TO EACH PERMITTINGAGENCY REQUESTING SUCH PLAN FOR REVIEW AND APPROVAL OR REVISION PRIOR TO COMMENCING ANY CONSTRUCTIONACTIVITY FOR THIS PROJECT. THE APPROVED PLAN SHALL BE SUBMITTED TO THE AGENCY AND A COPY OF THE PLAN SHALL BEKEPT AT THE CONSTRUCTION SITE AND MUST BE READILY AVAILABLE REVIEW BY THE AGENCY REPRESENTATIVES.SPECIAL UTILITY CLEARANCESALL WORK CONDUCTED ADJACENT TO WATER MAINS SHALL CONFORM TO THE FOLLOWING CONDITIONS:A.WHEREVER POSSIBLE CONDUIT SHALL MAINTAIN A HORIZONTAL SEPARATION OF 3.0 FEET, MEASURED SURFACE TOSURFACE (OUTSIDE EDGE TO OUTSIDE EDGE), FROM PARALLEL WATER MAINS.B.WHEREVER POSSIBLE, CONDUIT SHALL PASS UNDER EXISTING WATER MAINS AND MUST MAINTAIN 12" VERTICAL CLEARSEPARATION. CONDUITS PASSING OVER WATER MAINS MUST ALSO MAINTAIN THE 12" VERTICAL SEPARATION.C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING THIS REQUIRED VERTICAL SEPARATIONBY EITHER EXPOSING THE WATER MAIN EVERY 100 FEET IN THOSE AREAS WHERE HORIZONTAL SEPARATION IS LESS THAN3.0 FEET OR BY UTILIZING THE DEPTHS OF ADJACENT WATER VALVES. IF THE CONTRACTOR UTILIZES THE ADJACENT WATERTO DETERMINE WATER MAIN DEPTH, HE SHALL CONTACT THE AGENCY AT EACH SUCH LOCATION AND THE AGENCY WILLDETERMINE THE NECESSARY DEPTH OF THE TOP OF THE CONDUIT AT THAT POINT.D.THE VERTICAL AND HORIZONTAL SEPARATION SHALL BE MAINTAINED AT ALL TIMES UNLESS SPECIFICALLY REVISED BYAGREEMENT BETWEEN THE JURISDICTIONAL PERMIT AGENCY AND THE AGENCY ANY SPECIFIC DEVIATION IN VERTICAL ANDHORIZONTAL SEPARATION FROM THOSE DESCRIBED SHALL BE REPORTED TO THE OWNER BY THE CONTRACTOR. THECONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING VERTICAL AND HORIZONTAL SEPARATION AT ALL TIMES ANDSHALL BE RESPONSIBLE FOR ANY AND ALL ENCROACHMENTS.E.CLEARANCES TO STORM SEWERS AND SANITARY SEWERS SHALL BE EXACTLY THE SAME AS THOSE TO WATER MAINS.STRUCTURE PROTECTIONMANHOLES AND CONDUIT TO BE PLACED ADJACENT TO EXISTING STRUCTURES SUCH AS BRIDGE BRIDGE FOOTINGS/PIERS,BUILDING FOUNDATIONS, WALLS, POWER AND TELEPHONE POLES, AND OTHER UTILITIES SHALL MAINTAIN A MINIMUMCLEARANCE AS SHOWN. THE CONTRACTOR SHALL NOT UNDERMINE ANY ADJACENT STRUCTURE WITHOUT SPECIFIC WRITTENPERMISSION FROM THE OWNER/OPERATOR OF SUCH STRUCTURE.SEE UTILITY CLEARANCE SECTION NOTES FOR CLEARANCE CRITERIA TO PARALLEL OR CROSS UTILITIES.EXISTING UTILITIES EXPOSED DURING EXCAVATION SHALL BE 100% SUPPORTED BY EITHER TRENCH BRIDGING AND SUSPENSIONOR BY THE USE OF LONGITUDINAL TRAYS OR PLATFORMS VERTICALLY SUPPORTED BY ADJUSTABLE BUILDING JACKS.EXISTING SPLICE CASES AND CABLES SHALL BE SUPPORTED BY SUSPENSION FROM A CROSSING BEAM. SUPPORTS SHALL BEPLACED AT A MAXIMUM SPACING OF 4.0 FEET AND SHALL CONSIST OF A CANVAS SLING WITH NYLON BELTING OR ROPE. ALLCABLE SUPPORTS SHALL BE PLACED IN A MANNER THAN PREVENTS KINKS OR OTHER DAMAGE TO THE CABLE SHEATH.AN ACCEPTABLE ALTERNATIVE TO CABLE SLINGS WOULD BE THE UTILIZATION OF A WIDE FLANGE "I" BEAM OR CHANNEL AS A"CABLE TRAY" WITH THE CABLES/CASES BANDED IN PLACE.SM----02040LIT-SERVICES-02/05/24SERVICESDALLAS COUNTYCOPPELL, TX----------------..CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PC-16258TYP-41. ALL AS-BUILTS WILL REQUIRE TEXT AND RED LINES VIA PDF WRITER, NO OTHER FORMWILL BE ACCEPTED2. RED-LINE DOCUMENTS MUST INCLUDE THE FOLLOWING INFORMATION AT A BARE MINIMUM.HANDHOLES / MANHOLES* SEQUENTIAL (IN/OUT FOOTAGE)* OWNER (UPN)PANELS* SIZE (24 PORT, 48 PORT, ETC)* ASSIGMENTS (PORTS 1-2)SPLICE CASESCONDUIT* SIZE (1.25")* NUMBER OF CONDUIT (1,2, ETC)* OWNER (UPN)FIBER* COUNT (24, 48, 96, 144, ETC)* AERIAL / UNDERGROUNDPOLES* OWNER (ENCORE / ONCOR / CPS)
LEGEND OF SYMBOLSLEGEND AND SYMBOLS100'100'100'EQUATIONSTA 0+00 BK=STA 0+00 AH000000CITY/STATE/COUNTY/SECTIONCITY/STATE/COUNTY/SECTIONPOINT OF INTERSECTIONSTA 0+00 BK=STA 0+00 AH0+000+000+000+00PLACE 100' AERIAL SLACK LOOPAT&T MH #000PROP. (000') RISER000 FT.OHG100'(LOOP)U/G UTILITIESCAUTION ! ! !IN AREAFOREIGNMKR FOREIGNMKREXIST. MKREXIST. MKRPROP. MKR PROP. MKR
CRAN_LEWS2_029_LS.DWGSM----02040LIT-SERVICES-02/05/24SERVICESDALLAS COUNTYCOPPELL, TX----------------..CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PC-16258TYP-5
TYPICAL DETAILS TYPICAL DETAILSCRAN_LEWS2_029_DT.DWGFEATURESTHIS ASSEMBLY IS RATED FOR ASTATIC DESIGN LOAD OF 15,000 LBS.[66,720 N] OVER A 10 [254] X 20 [508]AREA AND MUST PASS A MIN.STATIC TEST LOAD OF 45,136 LBS.[200,765 N].BOXFEATURES*POLYMERCONCRETECONSTRUCTION*STACKABLE*APPROX.WEIGTH385LBS.24'36"38" X 3" HEX BOLT(2 PL EA SIDE)PULL PIN(2 PL )BOLT DOWN(2 PL )2" X 8" NAMEPLATERECESS(1 PL )COVER FEATURES:* STANDARD LOAD RATING: 45,136 POUND WHEEL LOAD ON 10 X 20 PLATE* POLYMER CONCRETE CONSTRUCTION* WEIGHT = 220 POUNDS* 2 BOLT DOWN LOCATIONS* COLOR = CONCRETE GREY* NON-SKID SURFACE2" GRAVEL ORCRUSHED ROCKPLACEMENT - TYPICALSTYPICAL "A"TYPICAL "B"HDPE'S, AS SPECIFIEDINNERDUCT AND/ORANY NUMBER OF WITH ROCK FREE MATERIALBACKFILL MUST BE MADENOTE:PLACE CONDUITCROSS SECTIONCABLEHDPE, AS SPECIFIEDCROSS SECTIONPLACE HDPE (DIRECTIONAL BORE)EXISTING GRADECOVER48" MIN6" MINTAPEBURIED CABLE MARKEREXISTING GRADE6" MIN12"MIN COVER48"PULL BOX HANDHOLENOT TO SCALECOMPACTEDBACKFILLCONDUITTRACER WIRE1/2" GALVANIZED WIRE MESH12" OF 3/4" CLEAN GRAVELCONDUITGROUND LEVEL8' x 5/8" GROUND RODCONSTRUCTION NOTES1. 12" OF GRAVEL SHALL BE PLACED UNDER HANDHOLECLOSURE DURING INSTALLATION TO ASSIST DRAINAGE.2. ALL FILL AROUND HANDHOLE CLOSURE SHALL BE COMPACTEDIN 8" LAYERS.3. CONSTRUCTION AREA SHALL BE RESTORED TO ORIGINAL ORBETTER CONDITION.4. HANDHOLE SHALL NOT BE PLACED ON A SLOPE OF GREATERTHAN 15%.5. HANDHOLE SHALL BE SET LEVEL WITH ORIGINAL GRADE UNDERNO CIRCUMSTANCES WILL THE GRADE BE BUILT UP SO THAT THEHANDHOLE IS ACTUALLY ABOVE THE FINISHED GRADE.6. 1/2" WIRE MESH WILL BE PLACED BETWEEN THE HANDHOLEBOTTOM AND THE GRAVEL TO KEEP THE GRAVEL FROM SHIFTING OVER TIME.7. ALL TRACER WIRES MUST BE CONNECTED TO A TESTINGLUG INSIDE A GROUND ISOLATION MARKER POST.SM----02040LIT-SERVICES-02/05/24SERVICESDALLAS COUNTYCOPPELL, TX----------------..CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PC-16258TYP-6
TYPICAL HANDHOLE DETAILCRAN_LEWS2_029_DT.DWGSM----02040LIT-SERVICES-02/05/24SERVICESDALLAS COUNTYCOPPELL, TX----------------..CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PC-16258TYP-6
TYPICAL HANDHOLE DETAILCRAN_LEWS2_029_DT.DWGSM----02040LIT-SERVICES-02/05/24SERVICESDALLAS COUNTYCOPPELL, TX----------------..CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PC-16258TYP-6
TYPICAL REMOVE & RESTORE DETAILSCRAN_LEWS2_029_DT.DWGSM----02040LIT-SERVICES-02/05/24SERVICESDALLAS COUNTYCOPPELL, TX----------------..CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PC-16258TYP-6NOTE: ANY REPLACEMENT PAVERS SHALL MATCH EXISTING. IF SUBSTITUE PAVERSARE REQUIRED, TXDOT AND THE CITY WILL NEED TO APPROVE SUBSTITUTIONS.
TYPICAL BORE DETAILS TYPICAL BORE DETAILSCRAN_LEWS2_029_DT.DWGHIGHWAY CROSSING TYPICALS - VERTICAL PROFILESM----02040LIT-SERVICES-02/05/24SERVICESDALLAS COUNTYCOPPELL, TX----------------..CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PC-16258TYP-7
TYPICAL ISP DETAILTYPICAL ISP DETAILSCRAN_LEWS2_029_DT.DWGSM----02040LIT-SERVICES-02/05/24SERVICESDALLAS COUNTYCOPPELL, TX----------------..CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PC-16258TYP-8
TYPICAL CONSTRUCTION DETAILSCRAN_LEWS2_029_DT.DWGBUT NO LESSLASHING WIRE GRIP AND CLAMPTYPICAL DETAIL "H"FROM POLE - 5 FEET OR MORESUSPENSION STRAND - PULL AWAYTYPICAL DETAIL "E"OR HANDHOLE LOCATIONPOLE ARRANGEMENT FOR REPEATERTYPICAL DETAIL "B"18'' PREFERABLY6'' MIN.SHOULDERBOLTCURVED WASHERAND STUD SHOULDER.AND BETWEEN THE SECOND WASHERSTRAND AND PLACE IT BELOW THE STUDFORM THE LASHING WIRE AROUND THEAROUND STRANDFORMING LASHING WIRE JOINING 045 LASHING WIRETYPICAL DETAIL "G".625''FORMING WIRE OVER WIRE OFF .75'' BEYOND THE END OF THECUT THE FREE END OF THE LASHINGTHE STUD AND TIGHTEN THE NUT.SHARPLY. THEN FORM THE WIRE OVERWIRE AND TAPPING THE STRANDWIRE BY MAINTAINING A PULL ON THEREMOVE ANY SLACK IN THE LASHINGCLAMP.STUD OF CLAMPCABLE SUSPENSIONCLAMPGUYSPACER NUTWIRE GRIPC LASHINGSHOULD FOLLOW LAYOF STRAND WIRES UNDERGRIP.LASHING WIRENOTE:THREADED STUDGROOVED PLATESCLAMPING NUTCABLE SUSPENSIONX 2'' ROUND.8125''CORNER SUSPENSIONCLAMPWASHERCABLE SUSPENSIONBOLTCURVED WASHERPOLE TOPGROUND LEVELPOLE TOP VIEWCURVED WASHER CONDUIT ADAPTER. BELOW SURFACE TO2. FOR CONDUIT PL. U-GUARD BELOW GROUND LEVEL1. EXTEND U-GUARD MIN. 6''POLE ARRANGEMENT FORPOLE - LESS THAN 5 FEETSUSPENSION STRAND - PULL TOWARDTYPICAL DETAIL "D"TYPICAL DETAIL "A"4'' GALV. STEEL2 GUY HOOKCABLE SUSPENSIONBOLT8'' CONDUITU-GUARDNOTES:AERIAL TO BURIED24''2''GUYBLACK IN COLORFIBER OPTIC CABLECAUTION TAGCABLE SUPPORT AND .50'' SPACERSTAINLESS STEEL LASHER (36'' RADIUS)OR REPEATERCONDUIT TO HHCABLECABLE CLAMPU-GUARDGROUND LEVEL4'' PVC BENDMIN.42''XX24''XWIRE CLAMPCABLE LASHING2''XXE/W 10" SCREW ANCHOR.75" X 8' DEAD ENDANCHOR & DOWN GUYTYPICAL DETAIL "I"1ST LASHING WIRE2ND LASHING WIRETERMINATING NUT2ND WASHER1ST WASHEREX. GRADE10'TO CABLE REELGUYSPACER NUT2 GUY HOOKTHAN 10''CABLEGUYSNAPPULLING LINECABLEGUYBLACK IN COLORFIBER OPTIC CABLECAUTION TAGINSTALLATIONTYPICAL CABLE & HARDWARECABLE LASHER AND CABLE GUIDETYPICAL ARRANGEMENT OFTYPICAL DETAIL "F"TYPICAL DETAIL "C" MILEAT STRAND TO SHEATHCABLE LASHER#6 INSULATED COPPER WIREPOLE TOP VIEWREPEATER OR SPLICE H.H.ON POLE NEARESTCONDUIT ON QUARTERTHE CABLE DIA.)(X=MIN. OF 20 TIMESPOLECABLE GUIDE4''APPROX..50'' SPACERCABLE SUPPORT ANDSTAINLESS STEEL LASHERGROUND RODAND 10'X.75'' COPPER CLADBOND LOCATIONGROUND EVERY.252''GROUND WIRE CLAMP10''12''10''12''GROUND LEVELPOLEWIRE CLAMPCABLE LASHING TYPICAL AERIAL CONSTRUCTION DETAILS SM----02040LIT-SERVICES-02/05/24SERVICESDALLAS COUNTYCOPPELL, TX----------------..CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PC-16258TYP-9
TYPICAL HANDHOLE & MANHOLE DETAILSCRAN_LEWS2_029_DT.DWGSINGLE & DOUBLE FIBER LOOPSBUTT SPLICE APPLICATIONTYPICAL DETAIL "C"SHOULDER WASHER.563" X .375"SUPPORT BRACKETSTANDARD TAPFIBERLOOP UNIT.687" DIAMETERHARDWARE KITNYLON WASHER.25" #20 STAINLESS STEEL LOCK NUTTYPICAL DETAIL "E"STRAND STORAGE APPLICATIONRESERVE CABLE LENGTHTYPICAL DETAIL "A"IN-LINE SPLICE APPLICATIONTYPICAL DETAIL "B"WIRES UNDER GRIP.FOLLOW LAY OF STRANDLASHING WIRE SHOULDWIRE GRIP INSTALLED ON STRANDLASHING WIRE GRIP AND CLAMP C-LASHINGTYPICAL DETAIL "D"TYPICAL DETAIL "F"WIRE GRIPC-LASHINGNOTE: TYPICAL AERIAL IN-LINE SLACK STORAGE DETAILS SM----02040LIT-SERVICES-02/05/24SERVICESDALLAS COUNTYCOPPELL, TX----------------..CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PC-16258TYP-10
TrafficOperationsDivisionStandard
TYPICAL ROAD CROSSING TCPSMCONSTRUCTIONDATE: 02/05/24POSTEDSPEEDON ATANGENTFORMULA10' OFFSET11' OFFSET12' OFFSETON A TAPERSUGGESTED MAXIMUMSPACING OF CHANNELIZING DEVICESMINIMUM DESIRABLETAPER LENGTHSL = WSL = WS60303540455055606570752150'205'265'450'500'550'600'650'700'750'165'225'295'495'550'605'660'715'770'805'180'245'300'540'600'660'700'780'840'900'30'35'40'45'50'55'60'65'70'75'60' - 75'70' - 90'80' - 100'90' - 110'100' - 105'110' - 140'120' - 150'130' - 165'140' - 175'150' - 185'MERGING TAPER LENGTHS AND SPACING OF DEVICESLENGTH (METERS)LENGTH (FEET)11351755268536120511706622084280101335125415146485178585219720LONGITUDINAL BUFFER SPACEPOSTEDSPEED30 OR3540455055606570120'160'240'320'400'500'600'700'800'(MPH)SIGNSPACINGS(FEET)LESSSPEED (MPH)202530354045505560657075SPACING FOR CHANNELIZING DEVICESTRAFFIC NOTESTRAFFIC NOTESTRAFFIC CONTROL PLAN SECTION SHALL BECOMPLETED BY ENGINEERROADWAYPOSTEDSPEEDTAPERLENGTHSPACINGCHANNELIZINGDEVICESTAPERTANGENTSIGNSPACINGBUFFERSPACE-----------------------------------FLASHING ARROW SIGN48"X48"CW21-7DUTILITYWORKAHEADRIGHTLANECLOSEDAHEAD36"X36"CW4-2RENDG20-2aROAD WORK48" X 24"AREAWORKX' FT.X' FT.X' FT.48"X48"CW21-7DUTILITYWORKAHEADENDG20-2aROAD WORK48" X 24"48"X48"CW21-7DUTILITYWORKAHEADENDG20-2aROAD WORK48" X 24"48"X48"CW21-7DUTILITYWORKAHEADENDG20-2aROAD WORK48" X 24"X' TAPERX' FT.X' BUFFER100' TAPER50' BUFFERBARREL @ 25' SPACINGSTREET NAMESTREET NAME
TYPICAL ROAD TCPSMCONSTRUCTIONDATE: 02/05/24POSTEDSPEEDON ATANGENTFORMULA10' OFFSET11' OFFSET12' OFFSETON A TAPERSUGGESTED MAXIMUMSPACING OF CHANNELIZING DEVICESMINIMUM DESIRABLETAPER LENGTHSL = WSL = WS60303540455055606570752150'205'265'450'500'550'600'650'700'750'165'225'295'495'550'605'660'715'770'805'180'245'300'540'600'660'700'780'840'900'30'35'40'45'50'55'60'65'70'75'60' - 75'70' - 90'80' - 100'90' - 110'100' - 105'110' - 140'120' - 150'130' - 165'140' - 175'150' - 185'MERGING TAPER LENGTHS AND SPACING OF DEVICESLENGTH (METERS)LENGTH (FEET)11351755268536120511706622084280101335125415146485178585219720LONGITUDINAL BUFFER SPACEPOSTEDSPEED30 OR3540455055606570120'160'240'320'400'500'600'700'800'(MPH)SIGNSPACINGS(FEET)LESSSPEED (MPH)202530354045505560657075SPACING FOR CHANNELIZING DEVICESTRAFFIC NOTESTRAFFIC NOTESTRAFFIC CONTROL PLAN SECTION SHALL BECOMPLETED BY ENGINEERROADWAYPOSTEDSPEEDTAPERLENGTHSPACINGCHANNELIZINGDEVICESTAPERTANGENTSIGNSPACINGBUFFERSPACE-----------------------------------FLASHING ARROW SIGN48"X48"CW21-7DUTILITYWORKAHEADRIGHTLANECLOSEDAHEAD36"X36"CW4-2RENDG20-2aROAD WORK48" X 24"AREAWORKX' FT.X' FT.X' FT.48"X48"CW21-7DUTILITYWORKAHEADENDG20-2aROAD WORK48" X 24"X' TAPERX' FT.X' BUFFER100' TAPER50' BUFFERBARREL @ 25' SPACINGSTREET NAME
TYPICAL ROAD CROSSING TCPSMCONSTRUCTIONDATE: 02/05/24POSTEDSPEEDON ATANGENTFORMULA10' OFFSET11' OFFSET12' OFFSETON A TAPERSUGGESTED MAXIMUMSPACING OF CHANNELIZING DEVICESMINIMUM DESIRABLETAPER LENGTHSL = WSL = WS60303540455055606570752150'205'265'450'500'550'600'650'700'750'165'225'295'495'550'605'660'715'770'805'180'245'300'540'600'660'700'780'840'900'30'35'40'45'50'55'60'65'70'75'60' - 75'70' - 90'80' - 100'90' - 110'100' - 105'110' - 140'120' - 150'130' - 165'140' - 175'150' - 185'MERGING TAPER LENGTHS AND SPACING OF DEVICESLENGTH (METERS)LENGTH (FEET)11351755268536120511706622084280101335125415146485178585219720LONGITUDINAL BUFFER SPACEPOSTEDSPEED30 OR3540455055606570120'160'240'320'400'500'600'700'800'(MPH)SIGNSPACINGS(FEET)LESSSPEED (MPH)202530354045505560657075SPACING FOR CHANNELIZING DEVICESTRAFFIC NOTESTRAFFIC NOTESTRAFFIC CONTROL PLAN SECTION SHALL BECOMPLETED BY ENGINEERROADWAYPOSTEDSPEEDTAPERLENGTHSPACINGCHANNELIZINGDEVICESTAPERTANGENTSIGNSPACINGBUFFERSPACE-----------------------------------FLASHING ARROW SIGN48"X48"CW21-7DUTILITYWORKAHEADRIGHTLANECLOSEDAHEAD36"X36"CW4-2RENDG20-2aROAD WORK48" X 24"AREAWORKX' FT.X' FT.X' FT.48"X48"CW21-7DUTILITYWORKAHEADENDG20-2aROAD WORK48" X 24"48"X48"CW21-7DUTILITYWORKAHEADENDG20-2aROAD WORK48" X 24"48"X48"CW21-7DUTILITYWORKAHEADENDG20-2aROAD WORK48" X 24"X' TAPERX' FT.X' BUFFER100' TAPER50' BUFFERBARREL @ 25' SPACINGSTREET NAMESTREET NAME
TYPICAL ROAD TCPSMCONSTRUCTIONDATE: 02/05/24POSTEDSPEEDON ATANGENTFORMULA10' OFFSET11' OFFSET12' OFFSETON A TAPERSUGGESTED MAXIMUMSPACING OF CHANNELIZING DEVICESMINIMUM DESIRABLETAPER LENGTHSL = WSL = WS60303540455055606570752150'205'265'450'500'550'600'650'700'750'165'225'295'495'550'605'660'715'770'805'180'245'300'540'600'660'700'780'840'900'30'35'40'45'50'55'60'65'70'75'60' - 75'70' - 90'80' - 100'90' - 110'100' - 105'110' - 140'120' - 150'130' - 165'140' - 175'150' - 185'MERGING TAPER LENGTHS AND SPACING OF DEVICESLENGTH (METERS)LENGTH (FEET)11351755268536120511706622084280101335125415146485178585219720LONGITUDINAL BUFFER SPACEPOSTEDSPEED30 OR3540455055606570120'160'240'320'400'500'600'700'800'(MPH)SIGNSPACINGS(FEET)LESSSPEED (MPH)202530354045505560657075SPACING FOR CHANNELIZING DEVICESTRAFFIC NOTESTRAFFIC NOTESTRAFFIC CONTROL PLAN SECTION SHALL BECOMPLETED BY ENGINEERROADWAYPOSTEDSPEEDTAPERLENGTHSPACINGCHANNELIZINGDEVICESTAPERTANGENTSIGNSPACINGBUFFERSPACE-----------------------------------FLASHING ARROW SIGN48"X48"CW21-7DUTILITYWORKAHEADRIGHTLANECLOSEDAHEAD36"X36"CW4-2RENDG20-2aROAD WORK48" X 24"AREAWORKX' FT.X' FT.X' FT.48"X48"CW21-7DUTILITYWORKAHEADENDG20-2aROAD WORK48" X 24"X' TAPERX' FT.X' BUFFER100' TAPER50' BUFFERBARREL @ 25' SPACINGSTREET NAME
MATERIAL RAKE-OFF SHEET LFOUTSIDE PLANTINSIDE PLANT 24ct FIBER OPTIC CABLE (OVERLASH)- 24ct FIBER OPTIC CABLE (AERIAL)- 24ct FIBER OPTIC CABLE (RISER)-24ct FIBER OPTIC CABLE (U/G)1006M STRAND#OVERHEAD GUY-1-2" GALVANIZE U-GUARD-DOWN GUY & ANCHOR-AERIAL SLACK LOOP-TRENCH 1-1.25" HDPE-TRENCH 2-1.25" HDPE6DIRECTIONAL BORE 2-1.25" HDPE94 DIR. BORE 1-4" HDPE CASING-1.25" HDPE200 24"X36"X36" HANDHOLE1SIDE CAR HANDHOLE136"X60"X48" MANHOLE-PULL CABLE THRU EXISTING CUSTOMER CONDUIT- 1-2" EMT- 4" CORE BORE- REMOVE & RESTORE CONCRETE S/W- REMOVE & RESTORE CONCRETE- SLACK COIL IN HANDHOLE/MANHOLE20024ct FIBER OPTIC CABLE (TOTAL)-24ct FIBER OPTIC CABLE (TOTAL)300LFLFLFLFEACHEACHFTLFLFLFFTEACHLFEACHSFSFFTFTLFEACH MATERIAL RAKE-OFF SHEET EACHCRAN_LEWS2_029_MR.DWGSM----02040LIT-SERVICES-02/05/24SERVICESDALLAS COUNTYCOPPELL, TX----------------..CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PC-16258TYP-12LFFTFTTOTAL LINEAR U/G FOOTAGE =TOTAL LINEAR AERIAL FOOTAGE =10 FTXXX FT UNITE EQUIPMENT- 3/4" PLYWOOD BACKBOARD-1.25" PLENUM RATED INNERDUCT-PULL CABLE THRU EXIST. CUSTOMER CONDUIT-FIBER CABLE SLACK COILS-24ct FIBER OPTIC CABLE (TOTAL)####EACHEACHLFFTLFLF
MKRTELDENTON TAP
PROP. AT&TCRAN ANTENNA (TO BE PLACED BY OTHERS)LEWS2_292+00D/W DRIVEWAYDRIVEWAYDRIVEWAYTOWN CENTER DRTOWN CENTER DRD/W STA 0+00 TO STA 0+94DIR. BORE (94') 2-1.25" HDPEE/W 24ct FIBER OPTIC CABLESTA 0+94 TO STA 1+00TRENCH & PLACE (6') 2-1.25" HDPEE/W 24ct FIBER OPTIC CABLESTA 0+00EXIST. UNITE HHPLACE 100' SLACK COILPROP. SPLICE POINTSTA 0+94PLACE UNITE 24"X36"X36" HHPLACE 100' SLACK COILSTA 1+00PLACE ATT SIDE CAR HHPROP. MMHH100'ROW99'100'ROW4'6'NOTE:UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALLUNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION. COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT THE EXPENSE OF THE CONTRACTOR.CAUTION !!!!CONTRACTOR TO LOCATE &VERIFY ALL EXISTING UTILITIESPRIOR TO CONSTRUCTIONCAUTION!!!EXIST. BURIED FIBER, TELEPHONE, CATV, GAS, ELECTRIC, WATER,SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREAAND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACTLOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING.NOTE:CONTRACTOR TO VERIFYEXISTING ATT SITE LOCATIONPRIOR CONSTRUCTION.NOTE:CONTRACTOR TO VERIFYEXISTING UNITE TIE-IN POINTPRIOR CONSTRUCTION.WARNINGBURIEDGAS LINESM----02040LIT-SERVICES-02/05/24SERVICESDALLAS COUNTYCOPPELL, TX----------------..CRAN_LEWS2_029244 N DENTON TAP RD.COPPELL, TX 75019PC-162581 OF 1PLANFIBER OPTIC CABLE BUILDCRAN_LEWS2_029_P_1.DWGNOTE:ALL AS-BUILTS WILL REQUIRE TEXT AND RED LINES VIA PDF WRITER, NO OTHER FORM WILL BE ACCEPTEDKnow what'sbelow.before you dig.CallR 24ct FIBER OPTIC CABLE (OVERLASH)LF- TRENCH 2-1.25" HDPELF- 1-1.25" PLENUMLF- 24ct FIBER OPTIC CABLE (AERIAL)LF- TRENCH 1-1.25" HDPELF6 1-4" CORE BOREEA- 24ct FIBER OPTIC CABLE (RISER)LF- DIR. BORE 2-1.25" HDPELF94 UNITE EQUIPMENTEA- 24ct FIBER OPTIC CABLE NEW (U/G)LF100 DIR. BORE 1-4" HDPE CASINGLF- 3/4" PLYWOOD BACKBOARDEA- 6M STRANDLF## 1.25" HDPELF188 REMOVE & RESTORE CONCRETE S/WSF- 1-2" GALV. U-GUARDEA- 24"X36"X36" HHEA1 REMOVE & RESTORE CONCRETE PAVEMENTSF- OVERHEAD GUYFT- SIDE CAR HHEA1 SLACK COIL IN HH/MHFT200 DOWN GUY & ANCHOREA- PULL CABLE THRU EXIST. CUSTOMER CONDUITLF- 24ct FIBER OPTIC CABLE (TOTAL)LF- AERIAL SLACK LOOPFT- 1-2" EMTLF- 24ct FIBER OPTIC CABLE (TOTAL)LF300DWU 30" water lineLocate DWU 30" waterline. Coordinatedirectly with DallasWater Utilities