HomeMy WebLinkAbout20200824 Ver 1_Fayetteville DOT Grimes Road Plans_20200625SSSSSSSSSSSS SS
GGGGGGGGGGGGGGGGGGGWWWEEEETTTGGGGGTTTTWWTTTTCATVCATVWWTTCATVCATVTTGGGGGGTTTTTTTT TTTTTTTTTTTTTTTTTTR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WPL PL PL
PL PL PL PLPLPLPLPL
PLPLPLPLPLPLPLPLPLR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W
45°'0+001+002+002+48STA: 0+10 ROTATED FITTING -
45° OVERBEND (V), 45° RT. (H)
STA: 0+71 PROP R/W
STA: 1+10 PROP EOP Y16B
STA: 1+21 PROP C/L Y16B
STA: 1+32 PROP EOP Y16B
STA: 1+71 PROP R/W
STA: 0+00 TIE-IN TO EXISTING
STA: 0+33 ROTATED FITTING -
45° OVERBEND (V), 45° LT. (H)
STA: 2+18 ROTATED FITTING -45° OVERBEND (V), 45° LT. (H)
STA: 2+38 ROTATED FITTING -45° OVERBEND (V), 45° RT. (H)
STA: 2+48 TIE-IN TO EXISTING
STA: 2+00 TEST STATION #1(SEE NOTE 1)5'STA: 0+10GAS LINE5'STA: 2+38GAS LINEPNG-C-023-0001439PNG-C-023-0001446REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\113247_FayettevillDOT\Design\Pipeline\CADD\Working\Civil\PNG-C-023-0001428 to PNG-C-023-0001433.dwg 5/27/2020 9:35 AMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEKVGDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001428E8 OF 671"=50' FAYETTEVILLE DOT OUTERLOOP ALIGNMENT PLAN - LINE 5 AT GRIMES ROADFAYETTEVILLE, NCMJD KVG CAMMJD KVG CAMMJD KVG CAMMJD KVG CAMMJD KVG CAM1843 0215593MJD12/13/2019A 02-13-201930% DESIGN SUBMITTALB 07-15-201960% DESIGN SUBMITTAL C 10-25-201990% DESIGN SUBMITTALD 12-13-2019ISSUED FOR BIDE 06-08-2020RE-ISSUED FOR BIDFAYETTEVILLE RESOURCE CENTER, FAYETTEVILLE, NORTH CAROLINA06/08/2020CAMN/AN/AN/AN/APROPOSED LINE 5(OPEN CUT)EXISTING LINE 5EXISTING LINE 550' PERMANENT EASEMENTWINTERWOOD DRIVE
TEMPORARY WORKSPACE25' X 622'SEE PNG-C-023-0001446TEMPORARY IMPROVEMENTS TOEXITING DRIVEWAY, RESTOREAFTER CONSTRUCTION, SEE NOTE 2PARCEL IDOWNERSHIPDEED BOOK / PGFUTURE ROAD(100' R/W)9485-94-7356WESTON C. GORING & LISA 9917 / 6629485-94-73569485-94-9634MARVIN LINDSAY BARBOUR, CLARA MAE BARBOUR MANN, P.SUZANNE LINDSAY CHAMPION, WILLIAM LINDSAY III, JOHN PRESTONLINDSAY, VERNON WAYNE MCLAURIN JR. AND BRENDA MCLAURIN 9667 / 2579485-94-9316GEORGE JONES & ELFRIEDE 9696 / 6709485-94-93169485-94-96349485-94-96349485-94-79739485-94-7973FLOYD PROPERTIES & DEVELOPMENT INC. 8017 / 233OPEN TRENCH2CLASS 3 / 1000 PSIG27-5EXISTING GROUNDPROPOSED 12" PIPELINE248'PROPOSED DESIGN BY OTHERSSEE TIE-IN DETAILPNG-C-023-0001439SEE TIE-IN DETAILPNG-C-023-0001439BURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CLAUDE A. McMULLANIFC SUBMITTAL DATENORTH CAROLINASEAL 04785227-627-727-8RE-ISSUEDFOR BIDEXISTING PIPETO BE REMOVEDNOTES:1. TEST STATION #1 - INSTALL (3) BLACK#12 STRANDED THHN WIRES ONTOPIPE. BRING ALL WIRES UP INTO FINKABOVE GRADE TEST STATION ANDPLACE IN SAFE LOCATION.TS
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/WR/WGGGGGGGGGGGGGGGGGGGEEEEGGGGGGGGGGGGGPLPLR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WPL PL PL
PL PL PL PLPLPLPLPL PL PL PL PL PL
PLPLPLPLPLPLPLPLPLPLPLPLPLPLR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W PLPLPLPLPL0+001+002+002+48REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALS\\bmcd\dfs\Clients\TND\DukeEnrgyCar\113247_FayettevillDOT\Design\Pipeline\CADD\Working\Civil\PNG-C-023-0001446 to PNG-C-023-0001449.dwg 6/3/2020 3:39 PM
KVGDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001446C25 OF 671"=50' FAYETTEVILLE DOT OUTERLOOP E&SCP - LINE 5 AT GRIMES ROADFAYETTEVILLE, NCMJD KVG CAMMJD KVG CAMMJD JTG CAM1843 0215593MJD12/13/2019A 10-25-201990% DESIGN SUBMITTALB 12-13-2019ISSUED FOR BIDC 06-08-2020RE-ISSUED FOR BIDFAYETTEVILLE RESOURCE CENTER, FAYETTEVILLE, NORTH CAROLINA06/08/2020CAMN/AN/AN/AN/AWINTERWOOD DRIVE
POTENTIAL WETLAND WATERSINTERMITTENT STREAMTEMPORARY IMPROVEMENTS TOEXITING DRIVEWAY, RESTOREAFTER CONSTRUCTION, SEE NOTE 19485-94-73869485-94-93169485-94-96349485-94-96349485-94-7973CONSTRUCTION EXIT,SEE NOTE 1BURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CLAUDE A. McMULLANIFC SUBMITTAL DATENORTH CAROLINASEAL 047852WETLANDSSITE LOCATION MAPNOT TO SCALEGRIMES ROADLIMITS OF DISTURBED AREALINE 5 AT GRIMES ROAD: 1.17 ACLINE 5 AT GRIMES ROADFUTURE WORK NCDOTR/WRIGHT OF WAY LINE0501001IN = 50FTNOTES:1.CONTRACTOR SHALL INSTALL CONSTRUCTION EXIT AT ALL SITE ACCESSPOINTS.2.ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTIONFENCING.3.ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGERSHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITHTHE EXCEPTION OF AGRICULTURAL FIELDS WHICH ONLY NEEDSTABILIZATION TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHINGAWAY. REFER TO DETAIL 5 ON PNG-C-023-0001452.4.ALL DISTURBED AREA SHALL BE PERMANENTLY STABILIZED WITHPERMANENT SEEDING UPON COMPLETION OF CONSTRUCTION ACTIVITIES.REFER TO DETAIL 6 ON PNG-C-023-0001452.LEGEND:TEMPORARY SILT FENCELIMITS OF DISTURBANCELOD9+008+00PROPOSED 12" PIPELINEPOINT OF CONTACT (MAINTENANCE):EDDIE OGLESBY 864-490-9946PLPROPERTY LINEC-023-00014522INTERMITTENT STREAMCOMMERCIALLY MADECOMPOSITE MATSC-023-00014613TEMPORARY SILT FENCEWETLAND MATTINGSEE DETAIL 3 ONPNG-C-023-0001461TEMPORARY GRAVELCONSTRUCTION ENTRANCEC-023-00014521PERMANENT SEEDINGSEE DETAIL 6 ONPNG-C-023-0001452WATERBODY CROSSING SEE DETAILS ONPNG-C-023-0001461 & PNG-C-023-0001462BUILDING TO BEDEMOLISHEDRE-ISSUEDFOR BID
SCALE:DETAILNTSCHECK DAMCHECK DAM CONSTRUCTION NOTES:1.PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON AFILTER FABRIC FOUNDATION.2.KEEP CENTER STONE SECTION MIN. 9" BELOW NATURAL GROUND LEVELWHERE DAM ABUTS CHANNEL BANKS.3.EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK.4.SET SPACING BETWEEN DAMS TO ASSURE THAT ELEVATION AT TOP OFLOWER DAM IS SAME AS TOE ELEVATION OF UPPER DAM.5.PROTECT CHANNEL AFTER LOWEST CHECK DAM FROM HEAVY FLOW THATCOULD CAUSE EROSION.6.MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAMIS STABLE.7.ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERTENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE ORBLOCKAGE FROM DISPLACED STONES.CHECK DAM MAINTENANCE NOTES:1.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACHSIGNIFICANT (1 IN OR GREATER) RAINFALL EVENT AND REPAIRIMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRISTHAT COULD CLOG THE CHANNEL WHEN NEEDED.2.ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM ANDEROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECTALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEENDAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING APROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.3.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED, ALLOWTHE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENTLARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TODAM AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.SCALE:DETAILNTSCHANNEL MULCHINGMATTING CONSTRUCTION NOTES:1.APPLY LIME, FERTILIZER, AND SEED BEFORE LAYING THE NET OR MAT.2.START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE, AND UNROLL IT DOWN THE GRADE. ALLOW NETTINGTO LAY LOOSELY ON THE SOIL OR MULCH COVER BUT WITHOUT WRINKLES - DO NOT STRETCH.3.TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP, COVER WITH SOIL,AND TAMP FRMLY AS SHOWN. STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 FT AROUND THEEDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3FT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES.4.TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP THE END OF THE PREVIOUS ROLL18 INCHES, AS SHOWN IN FIGURE 6.14A, AND STAPLE EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT.MATTING MAINTENANCE NOTES:1.INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION ORFAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE,RESEED AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FRMLY ESTABLISHED.SCALE:DETAILNTSTEMPORARY DIVERSIONLINE CHANNELS WITH UV RESISTANTPOLYPROPYLENE TURF REINFORCEMENT MATS.MATS SHALL BE NON BIODEGRADABLE.TEMPORARY DIVERSION CONSTRUCTION NOTES:1.REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL.2.ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.3.ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFEDSETTLEMENT.4.PROVIDE SUFFCIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.5.VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKINGDAYS.TEMPORARY DIVERSION MAINTENANCE NOTES:1.INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROMTHE FOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS ASNEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLENDWITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMP\\bmcd\dfs\Clients\TND\DukeEnrgyCar\113247_FayettevillDOT\Design\Pipeline\CADD\Working\Civil\PNG-C-023-0001451.dwg 6/3/2020 5:01 PM
JTSDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001451D30 OF 67 FAYETTEVILLE DOT OUTERLOOPEROSION CONTROL NOTESFAYETTEVILLE, NCJTG JTS CAMJTG JTS CAMJTG JTS CAMJTG JTS CAM1843 0215593JTG12/13/2019A 07-15-201960% DESIGN SUBMITTALB 08-30-201990% DESIGN SUBMITTALC 12-13-2019ISSUED FOR BIDD 06-08-2020RE-ISSUED FOR BIDFAYETTEVILLE RESOURCE CENTER, FAYETTEVILLE, NORTH CAROLINA06/08/2020CAMN/AN/AN/AN/AGENERAL EROSION AND SEDIMENT CONTROL NOTES1.THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN.CAPE FEAR RECEIVING WATERS: STEWARTS CREEKCLASSIFICATION: C3.CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THISPROJECT. PREVENTION OF POLLUTION RESULTING FROM CONSTRUCTIONACTIVITIES SHALL BE ACCOMPLISHED BY CONTROLLING SOIL EROSION,WATERWAY SEDIMENTATION, AND AIRBORNE DUST GENERATION.CONTRACTOR SHALL ENSURE THAT NO SEDIMENT RESULTING FROMCONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT PROPERTIES.CONTRACTOR SHALL COORDINATE EROSION AND SEDIMENT CONTROL WITHOTHER CONSTRUCTION ENTITIES PERFORMING WORK ON ADJACENTPROPERTIES.4.SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCETHE AMOUNT OF SOIL PARTICLES THAT ARE CARRIED OFF AN AREA ANDDEPOSITED INTO A DRAINAGE COLLECTION SYSTEM OR INTO A BODY OFWATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THATEROSION AND SEDIMENTATION ARE CONTROLLED TO THE EXTENTPRACTICABLE. ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROLMEASURES SHALL BE IMPLEMENTED AND MAINTAINED THROUGHOUT THEDURATION OF CONSTRUCTION ACTIVITIES. PRIOR TO INITIATINGCONSTRUCTION IN AN AREA, ALL TEMPORARY EROSION AND SEDIMENTCONTROL PRACTICES SHALL BE IN PLACE. UPON PROJECT COMPLETION ANDPERMANENT STABILIZATION, ALL TEMPORARY SOIL EROSION AND SEDIMENTCONTROL MEASURES SHALL BE REMOVED.5.TEMPORARY EROSION CONTROL SHALL BE THE CONTRACTOR’SRESPONSIBILITY, WHO SHALL UTILIZE APPROPRIATE BEST MANAGEMENTPRACTICES (BMPS). THOSE BMPS SHALL CONSIST OF SILT FENCE, WATTLESOR OTHER MEANS TO CONTROL EROSION AS NEEDED.6.CONTRACTOR SHALL PLACE SILT FENCE PRIOR TO BEGINNING WORK. THEDEVICES SHALL BE PLACED DOWN-SLOPE OF DISTURBED AREAS WHERESHEET EROSION WOULD OCCUR. SILT FENCE SHALL BE CLEANED ANDREPAIRED WHEN SEDIMENT BUILDUP REACHES ONE-THIRD OF SILT FENCEHEIGHT. AFTER SIGNIFICANT RUNOFF EVENTS (1" OF RAINFALL OR MORE)AND ON A WEEKLY BASIS, THE CONTRACTOR SHALL INSPECT ALL EROSIONCONTROL STRUCTURES FOR SILT BUILD-UP THAT INTERFERES WITH THEPERFORMANCE OF THE EROSION CONTROL STRUCTURE AND REPAIR ORREPLACE THOSE STRUCTURES, AS NECESSARY.7.ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPSDURING CONSTRUCTION, UNTIL ALL SOURCES WITH POTENTIAL FORDISCHARGE TO THE INLETS HAVE BEEN STABILIZED.8.ALL EXISTING DRAIN INLETS SHALL HAVE INLET PROTECTION INSTALLED INACCORDANCE WITH NORTH CAROLINA MANUAL FOR EROSION CONTROL.EROSION PROTECTION MAY BE REMOVED WHEN VEGETATION ISESTABLISHED.9.IN ACCORDANCE WITH SECTION II.B.2 OF THE NPDES GENERAL PERMIT, ANYDISTURBED AREA LEFT EXPOSED SHALL BE STABILIZED WITH TEMPORARYSEEDING WITHIN 7 TO 14 DAYS IN ACCORDANCE WITH NORTH CAROLINAEROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL SECTION6.11. PERMANENT STABILIZATION SHALL BE ACHIEVED THROUGH PERMANENTSEEDING FOR ALL DISTURBED AREAS. SEE SEEDING SCHEDULE IN NORTHCAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGNMANUAL SECTION 6.11.10.AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARYEROSION AND SEDIMENTATION CONTROLS MUST BE REMOVED. AREASDISTURBED DURING REMOVAL OF THE CONTROLS MUST BE STABILIZED WITHPERMANENT SEEDING AS SOON AS POSSIBLE WITHIN 14 CALENDAR DAYS.11.DAILY LIMITS OF DISTURBANCE SHALL BE LIMITED TO LENGTHS WHICH CANBE STABILIZED AT THE END OF EACH WORK DAY.CONSTRUCTION SEQUENCE (SITE)(PHASE 1)1.INSTALL CONSTRUCTION ENTRANCE(S) AS SHOWN ON PLAN SHEETS WHEREEQUIPMENT WILL ENTER AND LEAVE THE PROJECT SITE.2.INSTALL EROSION CONTROL DEVICES.3.STABILIZE DISTURBED AREAS WITH EROSION CONTROL DEVICES. UTILIZETEMPORARY SEEDING AS NECESSARY.4.CONTACT INSPECTOR FOR ONSITE INSPECTION OF INSTALLED EROSIONCONTROL DEVICES.5.MAINTAIN DEVICES AS NEEDED PER NCDEQ MAINTENANCE INSTRUCTIONS.(PHASE 2 & 3)1.BEGIN ACCESS ROAD INSTALLATION ON THE SITE AND SITE EXPANSION.2.MAINTAIN ALL EROSION CONTROL DEVICES PER NCDEQ MAINTENANCEINSTRUCTIONS.3.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITHVEGETATION, GRAVEL, ETC.4.ALL EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AS SHOWN ON THEDRAWINGS UNTIL THE ENTIRE SITE IS PERMANENTLY STABILIZED ANDAPPROVED BY THE INSPECTOR.5.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZEDCOMPLETELY, ARRANGE FOR FINAL INSPECTION WITH THE INSPECTOR.6.IF SITE IS APPROVED, REMOVE EROSION CONTROL MEASURES ANDSTABILIZE RESULTING BARE AREAS IMMEDIATELY.SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BYNCGS 113A - 54.1(EFFECTIVE OCTOBER 1, 2010)15A NCAC 04B .0131 SELF-INSPECTIONSWHERE INSPECTIONS ARE REQUIRED BY G.S. 113A - 54.1(E), THE FOLLOWINGAPPLY:1. THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORD OF THESITE INSPECTION BY DOCUMENTING THE FOLLOWING ITEMS:A. ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICESAND DEVICES, AS CALLED FOR IN A CONSTRUCTION SEQUENCE CONSISTENT WITHTHE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, AND THAT THEYHAVE INITIALLY BEEN INSTALLED AND DO NOT SIGNIFICANTLY DEVIATE (ASDEFINED IN SUB-ITEM OF THIS RULE) FROM THE LOCATIONS, DIMENSIONS ANDRELATIVE ELEVATIONS SHOWN ON THE APPROVED EROSION AND SEDIMENTATIONPLAN. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING ANDDATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVEDEROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING ANDSIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, PRACTICE ORDEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROLPLAN. THIS DOCUMENTATION IS REQUIRED ONLY UPON THE INITIAL INSTALLATIONOF THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES ANDDEVICES AS SET FORTH BY THE APPROVED EROSION AND SEDIMENTATIONCONTROL PLAN OR IF THE MEASURE, PRACTICES AND DEVICES ARE MODIFIEDAFTER INITIAL INSTALLATION;B. THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPES ANDFILLS SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN,SPECIFICALLY NOTING THE LOCATION AND CONDITION OF THE GRADED SLOPESAND FILLS. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING ANDDATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLANOR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT;C. THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, AND THATTHE INSTALLATION OF THE GROUND COVER DOES NOT SIGNIFICANTLY DEVIATE(AS DEFINED IN SUB-ITEM (1)(E) OF THIS RULE) FROM THE APPROVED EROSIONAND SEDIMENTATION CONTROL PLAN. SUCH DOCUMENTATION SHALL BEACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED EROSIONAND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNINGAN INSPECTION REPORT;2. WHEN THERE ARE ANY SIGNIFICANT DEVIATIONS FROM THE APPROVEDEROSION AND SEDIMENTATION CONTROL PLAN, CORRECTIVE ACTIONS AREREQUIRED TO CORRECT THE DEVIATION AND COMPLETION OF THE CORRECTIVEACTIONS SHALL BE DOCUMENTED. SUCH DOCUMENTATION SHALL BEACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED EROSIONAND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNINGAN INSPECTION REPORT. A SIGNIFICANT DEVIATION MEANS AN OMISSION,ALTERATION OR RELOCATION OF AN EROSION OR SEDIMENTATION CONTROLMEASURE THAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED.THE INSPECTION DOCUMENTATION, WHETHER ON A COPY OF THE APPROVEDEROSION AND SEDIMENTATION CONTROL PLAN OR AN INSPECTION REPORT, SHALLINCLUDE THE NAME, ADDRESS, AFFILIATION, TELEPHONE NUMBER, ANDSIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THE DATE OF THEINSPECTION. ANY RELEVANT LICENSES AND CERTIFICATIONS MAY ALSO BEINCLUDED. ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OFTHE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL OCCUR ONA SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE MADE AVAILABLE ON THESITE. ANY INSPECTION REPORTS SHALL ALSO BE MADE AVAILABLE ON THE SITE.THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THEFOLLOWING PHASES OF A PLAN:A. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;B. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT REQUIRESPROVISION OF TEMPORARY OR PERMANENT GROUND COVER PURSUANT TO NCGS113A - 57(2);C. COMPLETION OF STORM DRAINAGE FACILITIES,D. COMPLETION OF CONSTRUCTION OR DEVELOPMENT; ANDE. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVERSUFFICIENT TO RESTRAIN EROSION.INSPECTION FORMS ARE AVAILABLE AT:HTTP://PORTAL.NCDEQ.ORG/WEB/LR/EROSIONPIPELINE CONSTRUCTION PHASING1.NOTIFY NCDEQ AT LEAST 48 HOURS PRIOR TO PROJECT MOBILIZATION.2.CONSTRUCTION AND LAND DISTURBANCE ACTIVITIES TO BEGIN AUGUST 2020.PREPARE PROPOSED LINES WITH STORMWATER BMPS. SEE PHASEDAPPROACH BELOW:a.PHASE I: CLEARING AND GRUBBING ROWi.INSTALL PERIMETER CONTROLS - CONSTRUCTION ENTRANCES, COMPOSTSOCK, SILT FENCEii.BEGIN CLEARING AND GRUBBING OPERATIONS.iii.TEMPORARY STABILIZATION WITH TEMPORARY SEEDING, SEE ES&PCPLANSb.PHASE II: GRADING OF ROW FOR ACCESS AND DITCH EXCAVATIONi.MAINTAIN EXISTING PERIMETER MEASURES AND INSTALL ADDITIONALPERIMETER MEASURES AS NEEDED.ii.PRIOR TO GRADING OPERATIONS INSTALL EARTHEN BERMS OR COMPOSTSOCKS ON THE ALONG THE UPGRADIENT EDGE OF THE ROW TO DIVERTCLEAN WATER AROUND OR THROUGH DISTURBED AREAS.iii.BEGIN GRADING ROW IN PREPARATION OF PIPE INSTALLATION.iv.DURING GRADING OPERATIONS MANAGE EROSION AND SEDIMENTCONTROL FROM WITHIN THE DISTURBED AREAS BY INSTALLING SILTFENCE OUTLETS, SEDIMENT TRAPS, ETC. INSTALL DEWATERINGFEATURES AT IDENTIFIED LOCATIONS. MAKE SURE STOCKPILED MATERIALIS PROTECTED WITH SILT FENCE ALONG THE DOWNSTREAM EDGE.v.PRIOR TO INSTALLING THE PIPE INSTALL TRENCH PLUGS IN THE OPENDITCH IN AREAS WHERE SLOPES WARRANT TRENCH PLUGS. THE TOP OFTHE DOWNSTREAM TRENCH PLUG WILL BE AT THE SAME ELEVATION ASTHE BOTTOM OF THE UPSTREAM TRENCH PLUG.vi.TEMPORARY STABILIZATION OF DISTURBED AREAS WITH TEMPORARYSEEDING AND MATTING, SEE ES&PC PLANS.c.PHASE III: PIPE INSTALLATIONi.MAINTAIN INSTALLED EROSION AND SEDIMENT CONTROL MEASURES.ii.MAINTAIN DEWATERING OPERATIONS OF OPEN DITCH.iii.BEGIN PIPE INSTALLATION OPERATIONS WHICH INCLUDE STAGING OF PIPE,WELDING OF PIPE, AND LOWERING OF PIPE INTO THE OPEN DITCH.iv.AS PIPE IS INSTALLED DITCH IS TO BE BACKFILLED AND IMMEDIATELYPERMANENTLY STABILIZED WITH PERMANENT SEEDING.v.IN AREAS OF PROPOSED TRENCH PLUGS, SEDIMENT WITHIN THE DITCHTRAPPED BEHIND THE TRENCH PLUGS SHOULD BE REMOVED, TRENCHPLUGS SHALL BE TEMPORARILY REMOVED, PIPE IS TO BE INSTALLED, ANDTRENCH PLUGS ARE TO BE REINSTALLED.3.FOLLOWING CONSTRUCTION ACTIVITIES, AND AFTER INSPECTION BY NC DEQ,REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL BMPS, AND SEEDANY AREAS DISTURBED DURING BMP REMOVAL ACCORDING TO THESPECIFICATIONS IN APPENDIX D; SEE BELOW:a.PHASE 4: FINAL CONDITIONSi.CONTINUE STABILIZING DISTURBED AREAS.ii.CONTRACTOR TO PROVIDE SEED, FERTILIZER, SOIL AMENDMENTS, ANDWATER UNTIL PERMANENT VEGETATION IS ESTABLISHED IN ACCORDANCETO NCDEQ STANDARDS.iii.ONCE AREAS ARE PERMANENTLY STABILIZED IN ACCORDANCE TO NCDEQSTANDARDS, REMOVE REMAINING E&SC MEASURES AND CLOSE PERMIT INACCORDANCE TO NCDEQ REQUIREMENTS4.UPON ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TORESTRAIN EROSION, AN INSPECTION BY THE DEMLR-LQS SHALL BEREQUESTED TO VERIFY THE ADEQUACY OF THE GROUND COVER. PERMITCOVERAGE WILL END UPON ELECTRONIC SUBMITTAL OF THE NOTICE OFTERMINATION (NOT).BURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CLAUDE A. McMULLANIFC SUBMITTAL DATENORTH CAROLINASEAL 047852RE-ISSUEDFOR BID
SCALE:DETAILNTSSCALE:DETAILNTSGRAVEL CONSTRUCTION ENTRANCETEMPORARY SILT FENCESCALE:DETAILNTSWATTLE BARRIERSCALE:DETAILNTSSILT FENCE WATTLE BREAKSCALE:DETAILNTSTEMPORARY SEEDINGSCALE:DETAILNTSPERMANENT SEEDING PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPZ:\Clients\TND\DukeEnrgyCar\113247_FayettevillDOT\Design\Pipeline\CADD\Working\Civil\PNG-C-023-0001452.dwg 5/27/2020 12:26 PM
JTSDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001452D31 OF 67NTS FAYETTEVILLE DOT OUTERLOOPEROSION CONTROL DETAILSFAYETTEVILLE, NCJTG JTS CAMJTG JTS CAMJTG JTS CAMJTG JTS CAM1843 0215593JTG12/13/2019A 07-15-201960% DESIGN SUBMITTALB 10-25-201990% DESIGN SUBMITTALC 12-13-2019ISSUED FOR BIDD 06-08-2020RE-ISSUED FOR BIDFAYETTEVILLE RESOURCE CENTER, FAYETTEVILLE, NORTH CAROLINA06/08/2020CAMN/AN/AN/AN/AGENERAL DETAIL NOTE:THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DETAILS ANDREFERENCE PROVIDE GENERAL LAYOUT AND DEPICTION OF THE DESIGN INTENT FOREROSION CONTROL. THE CONTRACTOR SHALL PROVIDE AND INSTALL EROSION CONTROLMEASURES WITH HIGH QUALITY AND STANDARD OF CARE TO MEET REQUIREMENTS OFNPDES PERMIT. SOME DETAILS AND MEASURES MAY NOT BE SHOWN. THE CONTRACTORSHALL IMPLEMENT ADDITIONAL MEASURES AS NECESSARY TO MEET NPDES PERMITREQUIREMENTS.BURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CLAUDE A. McMULLANIFC SUBMITTAL DATENORTH CAROLINASEAL 047852RE-ISSUEDFOR BID
PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPZ:\Clients\TND\DukeEnrgyCar\113247_FayettevillDOT\Design\Pipeline\CADD\Working\Civil\PNG-C-023-0001453 to PNG-C-023-0001454.dwg 5/27/2020 12:35 PM
JTSDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001453B32 OF 671"=20' FAYETTEVILLE DOT OUTERLOOPEROSION CONTROL DETAILSFAYETTEVILLE, NCJTG JTS CAMJTG JTS CAM 1843 0215593JTG12/13/2019A 02-13-2019ISSUED FOR BIDB 06-08-2020RE-ISSUED FOR BID FAYETTEVILLE RESOURCE CENTER, FAYETTEVILLE, NORTH CAROLINA06/08/2020CAMN/AN/AN/AN/ARE-ISSUEDFOR BIDBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CLAUDE A. McMULLANIFC SUBMITTAL DATENORTH CAROLINASEAL 047852
PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPZ:\Clients\TND\DukeEnrgyCar\113247_FayettevillDOT\Design\Pipeline\CADD\Working\Civil\PNG-C-023-0001453 to PNG-C-023-0001454.dwg 5/27/2020 12:36 PM
JTSDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001454B33 OF 671"=20' FAYETTEVILLE DOT OUTERLOOPES&PC DETAILSFAYETTEVILLE, NCJTG JTS CAMJTG JTS CAM 1843 0215593JTG12/13/2019A 02-13-2019ISSUED FOR BIDB 06-08-2020RE-ISSUED FOR BID FAYETTEVILLE RESOURCE CENTER, FAYETTEVILLE, NORTH CAROLINA06/08/2020CAMN/AN/AN/AN/ARE-ISSUEDFOR BIDBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CLAUDE A. McMULLANIFC SUBMITTAL DATENORTH CAROLINASEAL 047852
WETLANDWETLANDSPOILPERMANENT EASEMENT 40'SPOIL SIDETOPSOILSPOIL50'PROFILEWORKING SIDE35'TRENCH & PIPELINECLTRENCHCONSTRUCTION RIGHT-OF-WAY (SEE NOTE 1)75'TOPSOILTOPSOILSTORAGE AREAALTERNATIVE12" MAX.R.O.W.CONSTRUCTIONTEMPORARY (SEE NOTE 1)R.O.W.BOUNDARYCONSTRUCTIONTEMPORARYR.O.W.(SEE NOTE 9)SEDIMENTAS REQUIREDNATURALGRADEBOUNDARYR.O.W.TEMPORARY WORKSPACETIMBER RIPRAP OREQUIPMENT MATS AS REQUIREDTOPSOILNOT TO BE REMOVEDSTUMPS, WHERE PRESENT,PLAN VIEWSEE NOTE 1910'(SEE NOTE 5)AS REQUIRED(SEE NOTE 9)SEDIMENT BARRIERAS REQUIREDEQUIPMENT MATS TIMBER RIPRAP ORAS REQUIRED(SEE NOTE 9)SEDIMENT BARRIERSEDIMENT BARRIER(SEE NOTE 10)AS REQUIREDALTERNATIVETOPSOILSTORAGE AREATEMPORARY WORKSPACE15'PROFILESEE NOTE 3 & 6WATERBODYSEE NOTE 4PLANSEE NOTE 21.THIS TYPE OF BRIDGE IS GENERALLY USED ON NARROW CROSSINGS, LESS THAN 20 FEETWIDE WITH APPROPRIATE BANK CONFIGURATION. MULTIPLE MATS MAY BE LAYERED FORHEAVIER EQUIPMENT CROSSINGS.2.BRIDGE IS ANCHORED AND/OR TIED OFF TO ANCHOR BLOCKS FOR STABILITY. BRIDGESHOULD BE TEMPORARILY REMOVED IF HIGH WATER RENDERS IT UNSAFE TO USE.3.IF REQUIRED, UTILIZE APPROACH FILLS OF CLEAN GRANULAR MATERIAL, SWAMP MATS,SKIDS OR OTHER SUITABLE MATERIALS TO AVOID CUTTING THE BANKS WHEREVERFEASIBLE. ENSURE ADEQUATE FREEBOARD. AS REQUIRED, ENSURE THAT FILL MATERIAL IFUSED DOES NOT SPILL INTO WATERCOURSE INCLUDING REMOVAL OF DIRT FROM DECKDURING OPERATION.4.CONSTRUCT SEDIMENT BARRIERS ACROSS THE ENTIRE CONSTRUCTION R.O.W. TO PREVENTSILT LADEN WATER AND SPOIL FROM FLOWING BACK INTO WATERBODY. BARRIERS MAYBE TEMPORARILY REMOVED TO ALLOW CONSTRUCTION ACTIVITIES BUT MUST BE REPLACEDBY THE END OF EACH WORK DAY. SILT FENCE, HAY BALES OR SANDBAGS MAY BE USEDINTERCHANGEABLY.5.REMOVE BRIDGES AS SOON AS POSSIBLE AFTER PERMANENT SEEDING UNLESS OTHERWISEDIRECTED BY COMPANY REPRESENTATIVE. THE STRUCTURE IS TO BE REMOVED IF THEREIS MORE THAN ONE MONTH BETWEEN FINAL GRADING AND SEEDING, AND ALTERNATIVEACCESS TO THE CONSTRUCTION R.O.W. IS AVAILABLE.6.DISPOSE OF ANY ROCK AS DIRECTED BY COMPANY REPRESENTATIVE.7.RESTORE AND STABILIZE BED AND BANKS TO APPROXIMATE PRE-CONSTRUCTIONCONDITIONS.1.CONSTRUCTION RIGHT-OF-WAY WILL TYPICALLY BE 75 FEET WIDE CONSISTING OF 50 FEET OF PERMANENT EASEMENT AND UP TO 25 FEET OF TEMPORARYWORKSPACE.2.THE SAME LAYOUT APPLIES WHETHER CONSTRUCTION R.O.W. DOES OR DOES NOT ABUT A FOREIGN R.O.W.3.LOCATE ANY EXTRA TEMPORARY WORK SPACE AREAS AT LEAST 25 FEET FROM EDGE OF WETLAND AND WITHIN THE APPLICABLE FULL WIDTH CONSTRUCTIONR.O.W.4.CLEARING OF VEGETATION AND TREES IS PROHIBITED BETWEEN TEMPORARY EXTRA WORK SPACE AND THE EDGE OF THE WETLAND5.CUT VEGETATION AND TREES OFF AT GROUND LEVEL, LEAVING EXISTING ROOT SYSTEMS IN PLACE WHEREVER PRACTICABLE, AND REMOVE CUTTINGS FROM THEWETLAND FOR DISPOSAL.6.LIMIT CONSTRUCTION EQUIPMENT TO ONE PASS THROUGH WETLANDS TO THE EXTENT PRACTICABLE.7.NO REFUELING OF EQUIPMENT WITHIN 100 FEET OF WETLAND EXCEPT IN ACCORDANCE WITH THE SPCC PLAN.8.IF SATURATED AT TIME OF CONSTRUCTION, REDUCE SOIL COMPACTION BY UTILIZING WIDE-TRACK OR BALLOON TIRE CONSTRUCTION EQUIPMENT OR NORMALEQUIPMENT OPERATED ON TIMBER RIPRAP OR EQUIPMENT MATS.9.AVOID ADJACENT WETLANDS. INSTALL SEDIMENT BARRIERS IMMEDIATELY AFTER INITIAL GROUND DISTURBANCE AND AT THE EDGE OF THE CONSTRUCTION R.O.W.ALONG THE WETLAND AS DIRECTED BY THE COMPANY'S INSPECTOR.10.THIS DRAWING REFLECTS "TRENCH ONLY" TOPSOIL STRIPPING PROCEDURE FOR AREAS WHERE STANDING WATER OR SATURATED SOIL ARE NOT PRESENT.11.SALVAGE UP TO 12" OF TOPSOIL OVER TRENCH AT LOCATIONS IDENTIFIED ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE COMPANY'S INSPECTOR.MAINTAIN SEPARATION BETWEEN TOPSOIL AND TRENCH SPOIL.12.LEAVE GAPS IN TOPSOIL AND SPOIL PILES AT OBVIOUS DRAINAGES. DO NOT USE TOPSOIL FOR PADDING. AVOID SCALPING VEGETATED GROUND SURFACE WHENBACKFILLING SPOIL PILE.13.IN UNSATURATED CONDITIONS, SPOIL MAY BE USED TO STABILIZE THE WORKING SIDE.14.IF SATURATED AT TIME OF CONSTRUCTION, LEAVE HARD PLUGS AT THE EDGE OF WETLAND UNTIL JUST PRIOR TO TRENCHING.15.TRENCH THROUGH WETLANDS.16.LOWER-IN PIPE, INSTALL TRENCH BREAKERS AT WETLAND EDGES AS DIRECTED BY THE COMPANY'S INSPECTOR TO PREVENT DRAINAGE. BACKFILL UPONCOMPLETION OF CONSTRUCTION.17.REMOVE ALL TIMBER, RIPRAP OR EQUIPMENT MATS FROM WETLANDS UPON COMPLETION OF CONSTRUCTION.18.RESTORE GRADE TO NEAR PRE-CONSTRUCTION TOPOGRAPHY AND REPLACE TOPSOIL, WHERE SALVAGED, WITHOUT A CROWN OVER THE TRENCH.19.IF STANDING WATER IS NOT PRESENT, SEED AS SPECIFIED.20.TOPSOIL AND TRENCH SPOIL RELATIVE POSITIONS CAN, AS DIRECTED BY THE COMPANY'S INSPECTOR, BE REVERSED.BARRIERSCALE:DETAILNTSTYPICAL WETLAND CROSSINGSCALE:DETAILNTSTYPICAL TIMBER MAT WATERBODY BRIDGE PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPZ:\Clients\TND\DukeEnrgyCar\113247_FayettevillDOT\Design\Pipeline\CADD\Working\Civil\PNG-C-023-0001461 to PNG-C-023-0001462.dwg 5/27/2020 5:23 PM
JTSDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001461C40 OF 67NTS FAYETTEVILLE DOT OUTERLOOPCONSTRUCTION DETAILSFAYETTEVILLE, NCMJD KVG CAMMJD KVG CAMMJD KVG CAM1843 0215593JTG12/13/2019A 10-25-201990% DESIGN SUBMITTALB 12-13-2019ISSUED FOR BIDC 06-08-2020RE-ISSUED FOR BIDFAYETTEVILLE RESOURCE CENTER, FAYETTEVILLE, NORTH CAROLINA06/08/2020CAMN/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CLAUDE A. McMULLANIFC SUBMITTAL DATENORTH CAROLINASEAL 047852SCALE:DETAILNTSCOMMERCIALLY MADE COMPOSITE MATSRE-ISSUEDFOR BID
AND WEIGHTEDPIPE WELDED, COATEDEQUIPMENT CROSSINGTEMPORARYPLAN VIEWTOPSOILTOPSOILSPOIL PILE SPOIL PILETRENCHDRY CHANNEL(IF NECESSARY)10'10' (TYP.)CONSTRUCTION R.O.W. WIDTHCOIR WATTLESPOILCHANNELCHANNELSPOIL(TYP.)EXTRA TEMPORARY WORKSPACEOPTIONALAND WEIGHTEDPIPE WELDED, COATEDEQUIPMENT CROSSINGTEMPORARYPLAN VIEWSOFT PLUGBARRIERSEDIMENTBARRIERSEDIMENTBARRIERSEDIMENTSEDIMENTTOPSOILTOPSOILSPOIL PILE SPOIL PILETRENCHFLOWWATERBODY(IF NECESSARY)10'10' (TYP.)BARRIERCONSTRUCTION R.O.W. WIDTHCOIR WATTLESPOILIN-STREAMIN-STREAM SPOIL(TYP.)EXTRA TEMPORARY WORKSPACEOPTIONAL(SEE NOTE 10)25' (TYP.)1.METHOD APPLIES TO WATERBODIES THAT ARE NOT STATE-DESIGNATED FISHERIES WHERE FLUME CROSSINGSARE NOT REQUIRED.1.1.IF TOPOGRAPHY PERMITS TEMPORARY EQUIPMENT BRIDGE INSTALLATION, THE CONTRACTOR SHALLTRENCH, STRING, WELD, COAT, WEIGHT (IF NECESSARY), LOWER IN AND BACKFILL UTILIZING THE MAINLINE CREW TRAVELING OVER THE BRIDGE.1.2.IF TOPOGRAPHY PROHIBITS INSTALLATION OF A TEMPORARY EQUIPMENT BRIDGE, CONTRACTOR SHALLTRENCH UP TO BOTH SIDES OF CROSSING; STRING, WELD, COAT AND WEIGHT (IF NECESSARY) USING THEMAINLINE CREW. IN STREAM EXCAVATION, LOWER IN, AND BACKFILL WILL UTILIZES A CLAM OR HOESWORKING FROM THE BANKS.2.SCHEDULE CROSSING DURING LOW FLOW PERIOD IF POSSIBLE.3.COMPLETE ALL IN-STREAM ACTIVITIES WITHIN 24 HOURS IF FEASIBLE.4.NO REFUELING OF MOBILE EQUIPMENT WITHIN 100 FEET OF WATERBODY. REFUEL STATIONARY EQUIPMENT ASPER THE ES&PC PLAN.5.INSTALLATION OF TEMPORARY EQUIPMENT CROSSING IS REQUIRED AT ALL STATE-DESIGNATED FISHERIESAND IS OPTIONAL AT THE DISCRETION OF THE COMPANY'S INSPECTOR AT ALL OTHER CROSSINGS. IF ATEMPORARY EQUIPMENT CROSSING IS INSTALLED, IT MUST BE BUILT IN ACCORD WITH SECTION PERMITS.6.IN AGRICULTURAL LAND, STRIP TOPSOIL FROM SPOIL STORAGE AREA.7.CONSTRUCT SEDIMENT BARRIERS ALONG THE SIDES OF STOCKPILES AND ACROSS THE ENTIRECONSTRUCTION R.O.W. TO PREVENT SILT LADEN WATER AND SPOIL FROM FLOWING BACK INTO WATERBODY.BARRIERS MAY BE TEMPORARILY REMOVE TO ALLOW CONSTRUCTION ACTIVITIES BUT MUST BE REPLACED BYTHE END OF EACH WORK DAY.8.IN-STREAM SPOIL TO BE STORED OUT OF THE STREAM CHANNEL A MINIMUM OF 10 FEET FROM THE WATERSEDGE AND WITHIN THE CONSTRUCTION R.O.W. UNLESS DEPICTED OTHERWISE IN SITE SPECIFIC CROSSINGPLANS. TEMPORARY WORKSPACE MUST BE A MINIMUM OF 25' FROM THE WATERS EDGE.9.TRENCH THROUGH WATERCOURSE USING MAINLINE EXCAVATION EQUIPMENT WHERE PRACTICAL.10.INSTALL SOFT PLUGS AT THE EDGE OF STREAM BANKS UNTIL JUST PRIOR TO PIPE INSTALLATION TO CONTROL.WATER FLOW & TRENCH SLOUGHING.11.MAINTAIN STREAM FLOW THROUGHOUT CROSSING CONSTRUCTION.12.BACKFILL WITH NATIVE MATERIAL.13.RESTORE WATERBODY CHANNEL TO APPROXIMATE PRE-CONSTRUCTION PROFILE AND SUBSTRATE.14.RESTORE STREAM BANKS TO APPROXIMATE ORIGINAL CONDITION AND STABILIZE, AS REQUIRED.15.ALL DIMENSIONS INDICATED SHALL BE DETERMINED BY ACTUAL CONSTRUCTION CONDITIONS.1.METHOD APPLIES TO CROSSINGS WHERE NO FLOWING WATER IS PRESENT AT THE TIME OFCROSSING.2.CONTRACTOR MAY "MAINLINE THROUGH" THE CROSSING OR UP TO BOTH SIDES OF THE CROSSING;STRING, WELD, COAT, AND WEIGHT (IF NECESSARY), USING THE MAINLINE CREW WITH THE PIPESKIDDED OVER THE CROSSING.3.NO REFUELING OF MOBILE EQUIPMENT WITHIN 100 FEET OF DRY CHANNEL. REFUEL STATIONARYEQUIPMENT AS PER THE SPCC PLAN.4.INSTALLATION OF TEMPORARY EQUIPMENT CROSSING IS OPTIONAL AT THE DISCRETION OF THECOMPANY'S REPRESENTATIVE. IF A TEMPORARY EQUIPMENT CROSSING IS INSTALLED, IT MUST BEBUILT IN ACCORDANCE WITH DETAIL CST-P-1000-A335, A340, A345, A350, A355.5.IN AGRICULTURAL LAND, STRIP TOPSOIL FROM SPOIL STORAGE AREA. STOCKPILE TOPSOIL ANDSPOIL SEPARATELY. TOPSOIL AND SPOIL WILL NOT BE STOCKPILED IN THE CROSSING CHANNELAND WILL BE PLACED A MINIMUM OF 10 FEET FROM CROSSING BANKS WITHIN THE CONSTRUCTIONR.O.W.6.CONSTRUCT SEDIMENT BARRIERS ACROSS THE ENTIRE CONSTRUCTION R.O.W. FOLLOWINGCLEARING AND GRADING AND MAINTAIN UNTIL CONSTRUCTION OF THE CROSSING. EROSIONCONTROL MEASURES SHALL BE REINSTALLED IMMEDIATELY FOLLOWING BACKFILLING OF TRENCHAND STABILIZATION OF BANKS. BARRIERS MAY BE TEMPORARILY REMOVED TO ALLOWCONSTRUCTION ACTIVITIES BUT MUST BE REPLACED BY THE END OF EACH WORK DAY.7.IN-STREAM SPOIL TO BE STORED OUT OF THE STREAM CHANNEL A MINIMUM OF 10 FEET FROMHIGH BANK AND WITHIN THE CONSTRUCTION R.O.W. UNLESS DEPICTED OTHERWISE IN SITESPECIFIC CROSSING PLANS.8.BACKFILL WITH NATIVE MATERIAL.9.RESTORE CROSSING CHANNEL TO APPROXIMATE PRE-CONSTRUCTION PROFILE AND SUBSTRATE.10.RESTORE CROSSING BANKS TO APPROXIMATE ORIGINAL CONDITION AND STABILIZE, AS REQUIRED.11.ALL DIMENSIONS INDICATED SHALL BE DETERMINED BY ACTUAL CONSTRUCTION CONDITIONS.NOTES:NOTES:SCALE:DETAILNTSTYPICAL NON-FLOWING WATERBODYCROSSING OPEN CUT TRENCHINGSCALE:DETAILNTSTYPICAL FLOWING WATERBODYCROSSING OPEN CUT TRENCHING PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPZ:\Clients\TND\DukeEnrgyCar\113247_FayettevillDOT\Design\Pipeline\CADD\Working\Civil\PNG-C-023-0001461 to PNG-C-023-0001462.dwg 5/27/2020 5:22 PM
JTSDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001462C41 OF 67NTS FAYETTEVILLE DOT OUTERLOOPCONSTRUCTION DETAILSFAYETTEVILLE, NCMJD KVG CAMMJD KVG CAMMJD KVG CAM1843 0215593JTG12/13/2019A 10-25-201990% DESIGN SUBMITTALB 12-13-2019ISSUED FOR BIDC 06-08-2020RE-ISSUED FOR BIDFAYETTEVILLE RESOURCE CENTER, FAYETTEVILLE, NORTH CAROLINA06/08/2020CAMN/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CLAUDE A. McMULLANIFC SUBMITTAL DATENORTH CAROLINASEAL 047852RE-ISSUEDFOR BID
+/-17'+/-6'+/-3'+/-52'+/-50'+/-25' MIN. / VARIESCONSTRUCTION RIGHT-OF-WAY+/-75'PERMANENT EASEMENTTEMPORARY WORKSPACE+/-23'SPOIL SIDE+/-27'WORKING SIDE+/-5'SILT FENCEAS REQUIREDR/WBOUNDARYC/LTRENCHOPTIONAL / ADDITIONALTOPSOIL STORAGETRENCH SPOILSEE NOTE 7TOPSOILSILT FENCEAS REQUIREDTEMP ESMTBOUNDARYTYPICAL 75' WORKSPACENOTES:1.CONSTRUCTION RIGHT-OF-WAY WILL TYPICALLY BE 75 FEET WIDE CONSISTING OF 50 FEET OFPERMANENT EASEMENT AND 25 FEET OF TEMPORARY WORKSPACE. EXTRA TEMPORARY WORKSPACE MAY BE NECESSARY AT MAJOR ROAD AND OTHER SPECIAL CIRCUMSTANCES, ASREQUIRED. CERTAIN SITUATIONS MAY REQUIRE A NARROWER WIDTH.2.STOCKPILE TOPSOIL AS SHOWN OR IN ANY CONFIGURATION APPROVED BY THE COMPANY'SINSPECTOR. KEEP TOPSOIL CLEAN OF ALL CONSTRUCTION DEBRIS.3.LEAVE GAPS IN TOPSOIL AND SPOIL PILES AT OBVIOUS DRAINAGE LOCATIONS. DO NOT PUSHTOPSOIL INTO CREEKS OR WETLANDS. DO NOT USE TOPSOIL FOR PADDING.4.AVOID SCALPING VEGETATED GROUND SURFACE WHEN BACKFILLING SPOIL AND TOPSOIL PILES.5.SAME LAYOUT APPLIES WHERE CONSTRUCTION R/W DOES NOT ABUT EXISTING R/W.6.TEMPORARILY SUSPEND TOPSOIL HANDLING OPERATIONS DURING INORDINATELY WINDYCONDITIONS UNTIL MITIGATIVE MEASURES TO MINIMIZE WIND EROSION CAN BE IMPLEMENTED.7.TOPSOIL AND TRENCH SPOIL RELATIVE POSITIONS CAN, AS DIRECTED BY THE COMPANY'SINSPECTOR, BE REVERSED.TYPICAL CROSS SECTION1.CARRIER PIPE IS TO BE COATED WITH APPROVED EXTERNAL PROTECTIVE COATING.2.CATHODIC TEST STATION TO BE INSTALLED (IF REQUIRED), SEE TYPICAL DRAWING,PNG-C-023-0001465.3.PIPELINE MARKER TO BE INSTALLED PER TYPICAL DRAWING, PNG-C-0123-0001466(IF REQUIRED).4.INSTALL PIPELINE MARKER & TEST STATIONS ON ROW LINE NEXT TO FENCE IF POSSIBLE.5.CROSSING SHALL BE INSTALLED BY BORING.6.PIPE WALL THICKNESS AND GRADE SHALL BE AS SPECIFIED ON ALIGNMENT DRAWINGS.7.CROSSING TO BE AS NEAR TO 90° TO THE CENTERLINE OF ROADWAY AS PRACTICAL.8.CONTRACTOR TO FURNISH AND THOROUGHLY COMPACT SAND BACK FILL AT ALL BELLHOLES TO CENTERLINE OF PIPE.9.IN WET CONDITIONS, USE SAND BAG SUPPORTS AT 10' INTERVALS IN LIEU OF CONTINUOUSSAND BACK FILL, AT THE DISCRETION OF THE COMPANY REPRESENTATIVE.NOTES:GRADE3'-0" MIN.
48" MIN.*SEE NOTE 5CROWN OF ROADAPPROXIMATEEXCAVATIONAREA (TYP.)PIPE SUPPORTED BYEARTH OR SAND-FILLED BAGS (TYP.)8'-0" MINSCALE:ROAD CROSSINGN.T.S.CONCEPTUAL UNCASED BORED PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPZ:\Clients\TND\DukeEnrgyCar\113247_FayettevillDOT\Design\Pipeline\CADD\Working\Civil\PNG-C-023-0001465 to PNG-C-023-0001467.dwg 5/27/2020 5:18 PM
KVGDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-023-0001466C43 OF 67NONE FAYETTEVILLE DOT OUTERLOOPCONSTRUCTION DETAILSFAYETTEVILLE, NCMJD KVG CAMMJD KVG CAMMJD KVG CAM1843 0215593MJD12/13/2019A 10-25-201990% DESIGN SUBMITTALB 12-13-2019ISSUED FOR BIDC 06-08-2020RE-ISSUED FOR BIDFAYETTEVILLE RESOURCE CENTER, FAYETTEVILLE, NORTH CAROLINA06/08/2020CAMN/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CLAUDE A. McMULLANIFC SUBMITTAL DATENORTH CAROLINASEAL 047852SCALE:N.T.S.RE-ISSUEDFOR BID